Untitled record

Full description

Sister Ar'a's background

The invention herein relates to structures, such as dwellings and other buildings for residential occupancy, commercial occupancy, and/or material storage, that are foldable to facilitate transportation, and the invention also relates to components for such

<p dir="rtl">5 Structures.</p>

In residential housing, the traditional technique of home construction is referred to as “stick-built” construction, where the builder constructs housing on the intended site using largely raw materials such as wooden boards, plywood panels, and columns. Steel in the name of Lally. The materials are assembled piece by piece over a pre-prepared 10 section of ground, for example, a poured concrete slab, poured concrete, or cinder block foundation.

There have been a variety of efforts to move away from traditional building techniques used to create housing, as well as commercial spaces and the like. One alternative to stick-built construction is generally referred to as modular construction. Unlike stick-built construction,15 where the structure is built on-site, a modular home is built in a factory and then shipped to the site, often by tractor trailer. One disadvantage of a modular home is that a potential buyer can only customize the design of the structure to a relatively limited extent. This means that while certain features, for example a safe, can be added or subtracted from the room, the overall look and design of the home cannot be changed or adapted to the client's preferences.

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In addition, a standard home often exceeds the legal limits normally permitted for road transport. For example, in the United States the maximum permitted dimensions for ground transportation are generally 259.1 cm (102 in) in width, 4.11 m (13.5 ft) in height and 19.81 to 22.86 m (65 to 75 ft) in length .

<p dir="rtl">5 Thus, in many cases, transporting a modular home from factory to site requires oversize load permits, which may impose restrictions on transport time and the methods that can be used. Large road systems can also require the use of a utility vehicle and a tow vehicle as well. All these requirements and restrictions inevitably increase the cost of a modular house</p>

.housing

<p dir="rtl">10 Another alternative to stick-built construction is what is commonly referred to as a mobile home or trailer home. Mobile homes and trailers, like modular homes, are built in a factory and then transported to the intended location. They may be designed as two or three separate pieces that are joined at the receiving site, in which case they are referred to in the United States as double-wide or triple-wide. Homes often require</p>

<p dir="rtl">15 Mobiles and trailers require less on-site finishing prior to occupancy than standard homes. On the other hand, these homes are generally almost always single-story, tend to have a limited floor plan dictated primarily by transportation requirements, and often cannot be custom-tuned by the buyer to any significant degree. Like modular homes, mobile homes and trailers often bypass massive road systems with the attendant drawbacks described above.</p>

<p dir="rtl">20 Another alternative approach to stick-built construction is to use panels (not entire houses or rooms) that are manufactured in a factory and transported to the construction site for assembly into a structure and finishing. Specifically, these panels are referred to as structural insulated panels (SIPs). Structural insulated panels. SIPs are typically a foam core panel faced on each side with a structural panel, such as an oriented strand panel.</p>

<p dir="rtl">25 The use of SIPs in construction is often viewed as being of limited benefit to the building being built</p>

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Stick, because house finishing, unlike structural molding, is generally the most expensive part of the building. Also, if multiple SIPs are used to form a wall, for example, the intersection between two adjacent SIPs will have a weld seam across the wall thickness, which can affect structural rigidity. Additionally, when openings are cut or placed in

<p dir="rtl">5 Location Using SIPs To place windows and doors, the builder must insert a sill or facing brick across the top of each opening to distribute vertical loads placed from the top of each window and door onto the load-bearing sides. This also increases the costs of using SIPs.</p>

There are also temporary offices, or site trailers, similar in dimensions to a trailer home. Temporary offices are usually made of steel and are simply protected locations

<p dir="rtl">10 It contains storage, offices and meeting areas. They are not suitable for permanent residence or occupancy.</p>

Important advances in the construction of dwellings and commercial space are described in US Patent Nos. 8,474,194 and 8,733,029 and US Patent Publication No. 2019/0100908. In one aspect, these patent documents relate to the fabrication of wall, floor and ceiling components in a factory that fold together into a compact shipping unit

<p dir="rtl">15 shipping module, which is then transported to the intended location and unfolded to produce a structure, where the folding and unfolding of components can be facilitated using hinges.</p>

Yes

General description of the invention

The present invention provides a set of wall, floor, and ceiling components that can be manufactured in a factory and delivered to a construction site, where they can be assembled in

<p dir="rtl">20 Structures suitable for human or physical occupancy, such as residential use, offices, retail space, and warehouses. The components shown here can be easily shipped from the factory to the construction site. Furthermore, wall components are constructed to support all installed anchor loads in their condition upon delivery, yet can be custom configured on site with doors and windows in an unrestricted variety of styles, despite their nature.</p>

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Made in factory. Additionally, finished structures made in accordance with the inventions disclosed herein can be assembled in a variety of configurations. Thus, these inventions advantageously give the user the advantages of individual custom construction and the efficiency and savings of factory manufacturing.

One aspect of the present invention relates to an enclosure component of a component

<p dir="rtl">5 The closing medium is thick and includes an inner packing layer comprising paper; and a first structural layer associated with the inner packing layer, wherein the first structural layer comprises a first structural panel, generally rectangular of magnesium oxide, positioned in relationship together with a second structural panel, generally rectangular of magnesium oxide, to define a structural panel weld. Panel seam is the first between the two panels</p>

<p dir="rtl">10 The first and second structural layers, wherein the first structural layer includes a first binding strip placed over the weld of the first structural panel and secured to form a lap joint with the first structural panel and with the second structural panel, to bind the first and second structural panels together. The enclosure component includes a first strengthening layer comprising a woven fiber mat base,</p>

<p dir="rtl">15 The first reinforcement layer is attached to the first structural layer; A foam layer with two opposite sides, a first and a second, comprising a first, generally rectangular foam panel, and a second, generally rectangular foam panel, placed in a side-by-side relationship to determine the foam panel seam between the first and second foam panels, such that the structural panel weld is displaced. Structural panel seam The first to weld the foam panel seam with a distance</p>

<p dir="rtl">20 Selected in a direction generally perpendicular to the thickness; The first strengthening layer is attached to the first opposite face of the foam layer.</p>

The foregoing enclosure component additionally comprises a second structural layer comprising a third generally rectangular structural panel of magnesium oxide positioned in relationship side by side with a structural panel

<p dir="rtl">25 Four rectangles in general of magnesium oxide to mark the welding of a structural panel seam</p>

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A second between structural panels three and four, wherein the second structural layer includes a second binding strip placed over the weld of the second structural panel and secured to form a lap joint with the third structural panel and with the four structural panels, in order to connect the two structural panels. The third and fourth together. The third and fourth structural panels are placed in proportion

<p dir="rtl">5 to the first and second foam panels such that the second structural panel seam is offset from the foam panel seam by a chosen distance in a direction generally perpendicular to the thickness; The second structural layer is attached to the second face opposite the foam layer.</p>

Another aspect of the present inventions relates to a collapsible building structure comprising...

<p dir="rtl">10 A fixed space portion includes a first floor portion having a thickness to define an interior of the first floor portion, a first roof portion having a thickness to define an interior of the first ceiling portion, and a first wall portion having a thickness to define an interior portion of the first wall portion. The folding building structure further includes a second roof portion having a thickness to define an interior portion of the second ceiling portion, the second roof portion being movable between a folding position that is close to the fixed space portion and a deployed position, and</p>

<p dir="rtl">15 A third roof has a thickness to define an interior portion of the third roof portion, the third roof portion being movable between a folding position that is close to the fixed space portion and a deployed position. The second and third roof portions are movable from their folded to their deployed positions to form a roof component of the building structure when deployed, where the roof component includes a perimeter. The first, second, and third roof sections each define sections of the elbow canal in the sections</p>

<p dir="rtl">20 Interior of the first, second and third roof sections, where these sections are configured to form a closed loop elbow channel in the internal sections of the roof component When the second and third roof sections are in their deployed positions, the elbow channel is placed near the perimeter of the roof component and is configured To contain the elbow lines.</p>

These and other aspects of the present inventions are illustrated in the accompanying drawings and in the description of the 25 preferred embodiments and claims set forth below.

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Brief explanation of the drawings

Figures 1a and 1b are perspective views of final structures prepared in accordance with the present inventions.

Figures 2a and 2b are horizontal schematic views of the final structures prepared in accordance with the present inventions.

<p dir="rtl">5 Figures 3a and 3b are end projections of typical charge units from which the final structures are formed in the arrangement shown in Figures 1a and 1b.</p>

Figures 4a, 4b, 4c, and 4d are deconstructed cross-section views of four examples of multilayer laminated constructions for use in enclosure components of the present invention.

<p dir="rtl">10 Figure 5a is a perspective cut-out view of a wall component in accordance with the present inventions, Figure 5b is a perspective cut-out view of a wall component according to the present inventions, and Figure 5c is a cut-out view of a wall component depicting a wall framing arrangement according to the present inventions.</p>

Figures 6a and 6b are partial cut perspective views of a finished structure according to the present inventions, illustrating in more detail the aspects of the roof, wall, and floor components of a first type of structure 15 according to the present inventions.

Figures 6c and 6d are partial section views of a finished structure in accordance with the present inventions, illustrating in more detail the combined utility channel model of the utility service system of the present inventions.

Figure 6E is a horizontal projection of the underside of a roof component of the present invention, including a y-y-y

A model of a vehicle attachment channel for the attachment service system of the present inventions.

<p dir="rtl">20 Figures 7a and 7b are partial section views of a finished structure according to the present inventions, illustrating in more detail the aspects of the roof, wall and floor components of a second type of structure according to the present inventions.</p>

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Figure 7c is a partial cut perspective view of a finished structure in accordance with the present invention, illustrating in more detail the construction of a roof component, using the in-situ utility duct model of the utility service system of the present invention, and illustrating the connection of the roof component with the wall component.

Figure 7d is a horizontal cut-out view of the roof component of the present invention, including a channel pattern

<p dir="rtl">5 Attached to the site is the attachment service system for wall frames of the present inventions, and Figure 7E is a</p>

A perspective view of an in-situ duct model of a utility service system of the present inventions showing a duct access panel.

Figure 7f is a horizontal cut-out view of a floor component illustrating the floor frames of the present invention.

<p dir="rtl">10 Figure 8 is a schematic side view of one embodiment of a hinged structure connecting two parts of a floor according to the present inventions.</p>

Figure 9 is a schematic side view of one embodiment of a hinged structure connecting two parts of a roof according to the present invention.

Figure 10 shows a design for a three-chamber structure manufactured according to the present inventions.

<p dir="rtl">15 Figure 11 is a perspective view of a two-story structure manufactured in accordance with the present inventions.</p>

Detailed description:

Figure 1a shows a Type 1 final structure 150 (sometimes referred to herein as Type 1 structure) in accordance with the inventions disclosed herein, and Figure 1b shows a Type II final structure 150 (sometimes referred to herein as Type 2 structure) in accordance with For the inventions that have been disclosed

<p dir="rtl">20 here. Chassis 151 Type 1 is smaller than Chassis 152 Type 2, but the inventions described herein are equally applicable to the manufacture and deployment of Chassis 151 Type 1 and Chassis 152 Type 2 and to other structures of different dimensions as well. Therefore, references here to “Structure 150” should be understood to refer generally to Structure 151 Type 1 and Structure 152 Type 2 without distinction. Likewise, the sign indicates</p>

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This revelation refers to the same numerically defined component among the different models, indicating that this component is the same component among these different models.

The structure 150 as shown in Figures 1a and 1b has a rectangular shape made of three types of generally flat and rectangular closure means components 155, the three types of

<p dir="rtl">5 The enclosure device 155 comprises a wall component 200, a floor component 300, and a roof component 400. The structure 150 includes one floor component 300, one roof component 400, and four wall components 200. As shown in Figures 1a and 1b, the perimeter of the final structure 150 is defined by a longitudinal edge. A first 106, a first transverse edge 108, a second longitudinal edge 116, and a second transverse edge 110.</p>

<p dir="rtl">10 The enclosure components 155 (wall component 200, floor component 300, and roof component 400) can be fabricated and dimensioned as described herein and placed together to form the charging module 100, shown perpendicular to the axis in Figures 3a and 3b, and Figure 3a shows the charging module 100 for the structure 151 Type 1 and Figure 3b shows the charging module 100 for the structure 152 Type 2. The dimensions of the closure device components are specified.</p>

<p dir="rtl">15 155 enclosure components such that the shipping module 100 is within dimensional constraints</p>

American Federal Highways. As a result, the freight module 100 can be transported across a limited access highway more easily and, using appropriate towing equipment, without the need for bulk permits. Therefore, the basic components of the final structure 150 can be manufactured in a factory, put together to form the charging module 100, and the charging module 100 can be transported to

<p dir="rtl">20 Desired location of the structure, where it can be easily assembled and custom configured, as shown here.</p>

Laminate design of the enclosure component

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A multilayer laminar design may be used to fabricate components of the closure device 155 of the present invention. Figures 4a-4d show four examples of this multi-layer design, in a disassembled cross-section, of a representative enclosure component 155.

The first and second models

<p dir="rtl">5 Inner enclosure layer (282). In the first and second embodiments of the multi-layer laminated design, shown in Figures 4a and 4b respectively, the surface of the enclosure component 155 that will face the inner space of the structure 150 is optionally provided with the inner enclosure layer 282. Interior 282 of relatively thick paper, of a similar weight to that used as the exterior surface of drywall (marketed for example under the brand</p>

<p dir="rtl">10 It is preferable to spread the inner sheathing layer 282 from a continuous paper roll (optionally the paper roll has a width approximately the width of the enclosure component 155) to obtain a weldless internal finish of the enclosure component 155. This is advantageously similar to conventional construction techniques, Whether stick-built, SIPs or steel construction, the drywall panels must first be attached to the structural elements, and then the seams between adjacent panels must be given a transition.</p>

<p dir="rtl">15 Smooth by applying a mortar such as chip compound followed by sanding. These expensive and laborious steps of interior finishing can be avoided by using, in accordance with the teachings of this disclosure, a continuous paper roll for the manufacture of the interior sheathing 282. Likewise, there is no need to use drywall for example for finishing.</p>

The first structural layer (210). A structural layer is provided

<p dir="rtl">20 The first 210 in the first model shown in Figure 4a and in the second model shown in Figure 4b. If used, the inner encapsulation layer 282 is bonded to this first structural layer 210 with a suitable adhesive, preferably a polyurethane-based construction adhesive. The first structural layer 210 in the illustrated embodiments comprises a plurality of rectangular structural building plates 211 comprising primarily a relatively high strength inorganic composition, such as magnesium oxide</p>

<p dir="rtl">25 MgO(magnesium oxide). Suitable structural building panels 211 may be...</p>

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MgO panels approximately 1.22 meters (4 feet) wide and approximately 2.44 meters (eight feet) long. In a particular application of the first example of the multilayer design of Figure 4a, these structural building panels 211 Using magnesium oxide sheet can have a thickness of approximately 1.27 cm (0.5 inch); alternatively, a thickness of about 0.64 cm (0.25 inch) can be used.

<p dir="rtl">5 To form the first structural layer 210, a number of generally rectangular structural building panels 211 are placed adjacent to each other to generally cover the entire area of the intended enclosure component 155. For example, for the wall component 200a shown in Figure 5a, Structural masonry panels 211 horizontally and vertically next to each other in a one-by-one relationship to generally cover the entire area of the wall component.</p>

<p dir="rtl">10 200a. As another representative device, a number of structural building panels 211 of sufficient length may be placed</p>

Lay side by side to generally cover the entire area of the wall component 200.

The first structural layer 210 in Embodiments I and II, shown respectively in Figures 4a and 4b, additionally includes multiple tie bars 212, made of, for example, magnesium oxide sheet, positioned horizontally and/or vertically as appropriate. On the face

<p dir="rtl">15 Specifically, bond strips 212 are placed over linear joints between adjacent panels 211, and are then bonded to areas of such panels adjacent to such joints, using for example a suitable adhesive, preferably a polyurethane-based construction adhesive, to form a lap joint. between adjacent building panels 211, thus bonding the panels 211 of the first structural layer 210 together to form a single unit. The width of the straps can be up to</p>

<p dir="rtl">20 212 For a magnesium oxide plate, for example, about 15.2 cm (6</p>

inch) and is 0.635 cm (0.25 inch) or 1.27 cm (0.5 inch) thick.

The first strengthening layer (213-1). As shown in the first and second embodiments of Figures 4a and 4b respectively, a first strengthening layer 213-1 is then provided, made of woven fibers such as fiberglass

<p dir="rtl">25 Woven. In the first embodiment, shown in Figure 4a, the strengthening layer is preferably deployed</p>

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The first layer 213-1 of a continuous mat roll (the mat roll optionally has a width approximating the width of the enclosure component 155) to produce an inner layer without welding. In the second embodiment, shown in Fig. 4b, the first reinforcement 213-1 includes cutting a layer Multiple discrete fiber layer segments, as represented by segment 213-1a

<p dir="rtl">5 and 213-1b shown in Figure 4b, which is positioned between the bonding strips 212.</p>

Foam panels (214). Referring again to Figures 4a and 4b, the first and second embodiments are then provided for a set of generally flat rectangular foam panels 214 which together represent a first face and a second opposite face. The foam panels 214 are for example manufactured from Expanded polystyrene (EPS) foam or expanded polyurethane. These 10 foam panels 214 are placed next to each other to generally cover the entire area

For the intended enclosure component 155. For example, for the wall component 200a shown in Figure 5b, foam panels 214 are positioned horizontally and vertically adjacent to each other in a one-by-one relationship to generally cover the entire area of the wall component 200a. As another representative accommodation, a plurality of foam panels 214 of sufficient arc length 15 can be placed side by side to generally cover the entire area of the wall component 200 .

It is preferable that the welds between adjacent foam panels 214 do not overlap or coincide with the welds between structural building panels 211 of the first structural layer 210, referring to the direction across the thickness of the enclosure component 155. Instead, the seams between adjacent foam panels 214 are preferably offset by a distance of the seams between adjacent structural building panels 20 211 of the first structural layer 210. For example, for

For foam panels 214 placed side-by-side and structural building panels 211 placed side-by-side, the seams between adjacent foam panels may be located at or near the center line (middle dividing line) of the structural building panels 211 as design, fabrication, and other considerations permit. In contrast, , for foam panels 214 placed in a one-by-one relationship and building panels 211

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Positioned in relationship one after the other, each corner where four foam panels 214 meet can be positioned at or near the center of the structural building panel 211 as design, fabrication and other considerations permit.

It is preferable to place the first strengthening layer 213-1 as an interlayer between, and be attached to, both the structural layer 210 and the first face of the panels.

<p dir="rtl">5 Foaming 214 using a suitable adhesive, preferably a polyurethane-based construction adhesive. If the woven fibers of the first reinforcement layer 213-1 have a relatively open texture, only a single adhesive is required to be spread during fabrication to bond the layers 210, 213-1, and 214 together in a bonded lamellar structure.</p>

214 foam panels provide both thermal insulation and contribute to resisting compressive loads

<p dir="rtl">10 imposed on the enclosure component 155, such as that which can be carried by a wall from the upper ceiling and floor loads. The first strengthening layer 213-1 provides strength to the closing device component 155 and additionally serves as an explosive barrier against weather-driven projectiles that would create a wall penetration hazard. Adjacent foam panels 214 can optionally be bonded to each other using adhesive</p>

<p dir="rtl">15 Suitable to be placed between the anchor plates, preferably a polyurethane based construction adhesive.</p>

The second strengthening layer (213-2). In the first embodiment of the multi-layer laminated design shown in Figure 4a, the woven fiber strengthening layer, the first strengthening layer 213-1, is located on one face of the foam board 214 only. In the embodiment Second, for the multi-layer laminated design shown in Figure 4b, there is a reinforcing layer

<p dir="rtl">20 A second strengthening layer 213-2, made of woven fibers such as woven fiberglass, on the second face corresponding to the foam panels 214. The second strengthening layer 213-2 can be continuous, such as the first strengthening layer 213-1 shown in Figure 4a, Or it may comprise multiple discrete fiber layer segments, as exemplified by segments 213-2a and 213-2b shown in Figure 4b, which are</p>

<p dir="rtl">25 Place it between the bonding strips 217, which are explained further below.</p>

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Second structural layer (215). In the first embodiment of the multi-laminated design shown in Figure 4a, a second structural layer 215 is provided, which is positioned on the second face opposite the foam panels 214 (the face distal to the first structural layer 210). Second, for the multi-layer laminated design, shown in Figure 4b, a layer is also provided

<p dir="rtl">5 A second structural layer 215, although in this second embodiment a layer is placed</p>

The second strengthening layer 213-2 is used as an interlayer between the corresponding second face of foam panels 214 and the second structural layer 215. The second structural layer 215 includes a plurality of rectangular structural building panels 216, each of which comprises a substantially high-strength inorganic composition. Relatively, like magnesium oxide. maybe you can be

<p dir="rtl">10 Suitable building panels 216 are magnesium oxide panels approximately 1.22 meters (four feet) wide and 2.44 meters (eight feet) long. In one representative embodiment of the second structural layer 215, such structural building panels 216 can be used Magnesium oxide sheet about 1.27 cm (0.5 in) thick. Alternatively, a thickness of about 0.64 cm (0.25 in) can be used.</p>

<p dir="rtl">15 To form the second structural layer 215, a plurality of rectangular structural building panels 216 are placed adjacent to each other to generally cover the entire area of the intended enclosure component 155. For example, for the wall component 200a shown in Figure 5b, the building panels are placed The structures 211 are horizontally and vertically adjacent to each other in a one-by-one relationship to generally cover the entire area of the wall component 200a. As a representational device</p>

<p dir="rtl">20 Other, a plurality of structural masonry panels 216 of sufficient length may be placed side by side to generally cover the entire area of the wall component 200.</p>

As with the first structural layer 210, the welds between adjacent foam panels 214 preferably do not overlap or coincide with the welds between the structural building panels 216 of the second structural layer 215 in the direction across the thickness of the enclosure component.

<p dir="rtl">25 155 components. Instead, it is preferable to offset the seams between adjacent foam panels</p>

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214 A distance of welds between adjacent structural building panels 216 of the second structural layer 215. For example, for foam panels 214 placed vertically side-by-side and structural building panels 216 placed vertically side-by-side, the welds between adjacent foam panels 214 may be located at the center line For structural building panels 216 or thereabout as

<p dir="rtl">5 Design, manufacture and other considerations are permitted. In contrast, for foam panels 214 placed in a one-by-one hanger and structural building panels 216 placed in a one-by-one hanger, each corner where four foam panels 214 meet can be positioned at or near the center of the structural building panel 216 as the design, fabrication and other considerations permit. . On the other hand, welds between structural building panels 211 of the first structural layer 210 may be matched without preference in</p>

<p dir="rtl">10 Direction through the thickness of the enclosure component 155 with structural building panel welds 216 to the second structural layer 215.</p>

The second structural layer 215 in embodiments one and two, shown in Figures 4a and 4b respectively, additionally includes multiple tie strips 217, made of, for example, magnesium oxide board, sandwiched between the building panels 216 and the foam panels 214.

<p dir="rtl">15 Bonding strips 217 are placed over the linear joints between adjacent panels 216, and are then bonded to areas of such panels adjacent to such joints, using for example a suitable adhesive, preferably a polyurethane-based construction adhesive, to form a lap joint between the panels. Adjacent construction 216, thus linking the panels 211 of the first structural layer 210 together to form a single unit. The width of the straps can be up to</p>

<p dir="rtl">20 217 For a magnesium oxide plate, for example, about 15.2 cm (6</p>

inch) and is 0.635 cm (0.25 inch) or 1.27 cm (0.5 inch) thick.

If the first strengthening layer 213-1 and/or second strengthening layer 213-2 is formed from a continuous roll, the foam panels 214 can be provided with suitable recesses (not shown) to accommodate these local thickness variations for the combination of bonding strips 212/ Class 213-1

<p dir="rtl">25 And/or the connecting strips 216/layer 213-2 can also appear in areas near the strips.</p>

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Connectivity. If the first strengthening layer 213-1 and/or second strengthening layer 213-2 is formed from separate pieces, the foam panels 214 can be provided with suitable recesses (not shown) to receive the bonding strips 212 and/or 217.

In the first model shown in Figure 4a, the second structural layer is installed

<p dir="rtl">5 215 with foam boards 214 using for example a suitable adhesive, preferably a material</p>

Polyurethane based adhesive. In the second embodiment shown in Figure 4b, the second strengthening layer 213-2 is preferably bonded to both the second structural layer 215 and to the foam panels 214 using for example a suitable adhesive, preferably a polyurethane-based adhesive. If the second reinforcement layer 213-2 includes woven fibers containing

<p dir="rtl">10 Relatively open texture, only one adhesive is required to be spread during manufacturing to bond layers 214, 213-2, and 215 together into a bonded lamellar structure.</p>

In the embodiment of the wall component 200 shown in Figure 5b, the outer space of the structural building panels 216 of the second structural layer 215 is provided with recesses 218 for aesthetic reasons, in particular to better conceal the presence of seams between adjacent panels 216. Optionally,

<p dir="rtl">15 Covering the outer space of panels 216 with additional protective material extended from a continuous roll.</p>

The first embodiment of the multi-layer laminated design, shown in Figure 4a, is particularly suitable where tensile loads (such as would be created by loads that induce bending or bending) are tested by the combination of the first structural layer 210 and the reinforcement layer

strengthening layer 213-1, but has not been tested to any significant degree by the layer

<p dir="rtl">20 Second structural 215. The second embodiment of the laminated multilayer design, shown in Figure 4b, is particularly suitable where tensile loads can be tested by both the combination of the first structural layer 210 and the first reinforcement layer 213-1, as well as by the combination of the second structural layer 215 and the second reinforcement 213 -2. The first reinforcement layer 213-1 and/or the second reinforcement layer 2-213 may be omitted in the absence of tensile loading in the applicable region. Moreover, though</p>

<p dir="rtl">25 Illustrating the inner packaging layer 282 linked to the first structural layer 210,</p>

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It may be connected at an equal distance to the second structural layer 215, where this structural layer faces the interior occupied portion of the structure. The inner encapsulation layer 282 can also be deleted if not desired.

Third model

The third model of the laminated multilayer design is illustrated in Figure 4c. Compared to the model

<p dir="rtl">5 The second embodiment of Figure 4c includes a sheet 205 metal layer in place of the second structural layer 215, but is identical in design to the second embodiment shown in Figure 4b. The sheet 205 metal layer, which can be for example steel or aluminium, is made from a group of flat rectangular metal sheets 206 placed next to each other to cover</p>

<p dir="rtl">10 Generally the entire area of the intended enclosure component 155, and joined together, for example by rivet or welding. After bonding, the bonded metal sheets 206 are secured to the sheet metal layer 205 with a suitable adhesive spread on the second face opposite the foam sheets 214 (the face of the foam sheets 214 away from the structural layer 210).</p>

<p dir="rtl">15 It is preferable that the seams between adjacent foam boards 214 do not overlap or coincide with the seams in</p>

Bonded metal sheets 206 to the sheet metal layer 205 in the direction across the thickness of the enclosure component 155. Instead, the welds between adjacent foam panels 214 are preferably offset from the welds in the bonded metal panels 206 to the layer of metal panels 205. For example, for foam panels 214

<p dir="rtl">20 Laying side by side and bonded metal sheets 206 Laying side by side, welds between adjacent foam sheets may be located at or as close to the center line (middle dividing line) of the bonded metal sheets 206 as design, fabrication and other considerations permit.</p>

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In this third embodiment, the metal sheets 206 sheet metal layer 205 sheet metal layer may be fabricated from steel, and optionally given a protective and/or decorative surface treatment, each of which has for example a thickness in the range from about 26 to 20 gauge. 0.454 mm (0.0179 in) to 1.214 mm (0.0478 in). Use of sheet layer provides

<p dir="rtl">5 The sheet metal layer 205 has increased tensile strength compared to, for example, the second structural layer 215 which includes structural building panels 216, particularly magnesium oxide panels. At the same time, the multilayer laminated design shown in Figure 4c exhibits significant compressive strength in the region of the first structural layer 210 comprising the structural building panels 211, particularly the magnesium oxide panels.</p>

<p dir="rtl">10 The four model</p>

The four models of the multilayer laminated design are illustrated in Figure 4d. Compared to the third embodiment shown in Figure 4c, the fourth embodiment in Figure 4d includes a protective layer 293 inserted between the foam sheets 214 and the sheet metal layer 205, but is otherwise identical in design to the third embodiment shown in Figure 4c. Layer includes

<p dir="rtl">15 The protective layer 293 includes a plurality of generally rectangular protective panels 294 positioned adjacent to each other to generally cover the entire area of the intended enclosure component 155. The protective panels 294 of the protective layer 293 may comprise a substantially resistant inorganic composition. For fire, such as magnesium oxide (MgO) or sulphate dihydrate.</p>

<p dir="rtl">20 Calcium (also known as drywall and marketed for example under the brand Sheetrock®). Suitable protective sheets 294 for the protective layer 293 may be magnesium oxide sheets about 1.22 meters (four feet) wide and about 2.44 meters long ( Eight feet.</p>

The protective construction panels 294 of the protective layer 293 are bonded to both the foam panels 214 and the sheet layer.

<p dir="rtl">25 205 sheet metal layer using a suitable adhesive that is spread between</p>

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The protective layer 293 and the second face corresponding to the foam sheets 214, and between the protective layer 293 and the sheet metal layer 205. A suitable thickness of 294 protective layer construction panels 293 using magnesium oxide sheets can be 3.18 mm (0.125 in).

<p dir="rtl">5 One of the main functions of the protective layer 293 in the four model multi-layer laminated construction shown in Figure 4d is to provide fire resistance.</p>

Strengthening the outer edges of the enclosure components

The outer edges defining the perimeter of each component may be provided with an enclosure

155 component with edge reinforcement materials, as desired. Edge strengthening materials can

<p dir="rtl">10 Exterior by protecting the foam board material that will be exposed at the outer edges of the sealing device components 155. External edge reinforcements can also perform other functions, as described below. The outer edge reinforcement material may be made of one or more of plywood strand board, wood panel, aluminum or C-channel extruded steel, or the like, and is generally attached to the outer edges of the enclosure component 155 using</p>

<p dir="rtl">15 Fasteners, such as screw, nail, and/or adhesive.</p>

Division of enclosure components

The closure device components 155 are in certain cases divided into closure device component parts to facilitate the formation of a compact charging module 100. In such cases where the closure device component 155 is divided into closure device component parts, any outer edge reinforcement material is divided at the edges

<p dir="rtl">20 The outer space that defines the perimeter of the enclosure component as necessary between parts.</p>

Material to reinforce the inner edges of enclosure components

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The closure device component 155 divided into parts of the closure device component will include internal edges. There will be two adjacent interior edges for each adjacent pair of closure component parts. These internal edges can be provided with internal edge reinforcement material. Similar to the exterior edge reinforcement, this interior edge reinforcement can protect the foam board material to be made

<p dir="rtl">5 Exposed at the inside edges of the closing device components 155. The inside edge reinforcement material can also perform other functions, as described below. The interior edge reinforcement may be made of one or more plywood strand board, wood panel, aluminum or C-channel extruded steel, or the like, and is generally attached to the interior edges of the enclosure 155 component using fasteners, such as screw anchors Or nail, and/or adhesive.</p>

<p dir="rtl">10 Further design details of the end structure 150 , wall component 200 , floor component 300 , and roof component 400 are provided in the following sections.</p>

Wall component (200)

Typically, the finished structure 150 will utilize four wall components 200, with each wall component 200 corresponding to a complete wall of structure 150. The wall component 200 includes a rectangular perimeter

<p dir="rtl">15 in general. The height and length of the wall components 200 can vary based on design preference, subject to the dimensional limitations applicable to transportation, described above. In this disclosure, where the structure 150 is designed with two opposing sides longer than the other two sides (as with structure 151 Type 1), the two wall components 200 positioned along the first and second longitudinal edges 106 and 116 are sometimes referred to as long wall components, with the dimensions 200a each being designated Of which, it is sometimes referred to as</p>

20 The two wall components 200 are positioned along the first and second transverse edges 108 and 110 of the short wall components, with their respective dimensions 200b determined. Where the structure 150 is designed with all sides of approximately equal length (as with structure 152 Type 2), each of the four wall components 200 is sometimes called 200s. The structure and basic design of the wall component 200 are the same for both structure 151 Type 1 and structure 152 Type 2, and they are applicable to

<p dir="rtl">25 Structures 150 overall.</p>

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In one particular embodiment of structure 151 Type 1 shown in Figures 1a and 2a, the long wall component 200a is approximately 11.89 m (39 ft) long, and the short wall component 200b is approximately 5.94 m (19.5 ft) long; thus the long wall components 200a are positioned along The first and second longitudinal edges 106 and 116 are approximately twice the length of the short wall components 200b.

<p dir="rtl">5 Placed along the first and second transverse edges 108 and 110. The 200A long wall components and 200B short wall components are approximately 2.9 m (9.5 ft) high and approximately 15.24 cm (6 in) thick.</p>

As shown above, the Type 2 structure 152 shown in Figures 1b and 2b includes wall components 200 and 200 s of equal length (each called a 200 s)—that is, the structure 152 has

<p dir="rtl">10 Type 2 is generally square in shape. Thus, in the case of structure 152 type 2, all first and second longitudinal edges 106 and 116, and first and second transverse edges 108 and 110 are of equal length. In one particular embodiment of structure 152 Type 2 shown in Figures 1b and 2b, the wall components 200, 200s can be approximately 5.79 m (19 ft) long, approximately 2.88 m (9.45 ft) high and approximately 15.24 cm (6 in) thick.</p>

<p dir="rtl">15 As shown above, the wall components 200 of the present invention preferably use one of the multi-layer laminated designs illustrated above with reference to Figures 4a-4d. For example, the long wall component 200A, shown in Figures 5A and 5B, may be used as a second embodiment of the multilayer laminated designs shown with reference to Figure 4B. The given embodiment of the wall component 200 s may be used for the type 2 structure 152 shown in Figures 1b.</p>

<p dir="rtl">20 and 2b referred to above the second multilayer design (Figure 4b) with a 0.635 cm (0.25 in) thick MgO sheet for the structural building panels 211 of the first structural layer 210 and also for the structural building panels 216 of the second structural layer 211, with bonding strips 211, 217 for the panel. MgO is 0.635 cm (0.25 in) thick by 15.24 cm (6 in) wide. Foam panels can be 13.97 cm (5.214 in) thick, creating a 200 wall component.</p>

<p dir="rtl">25 Its thickness is approximately 15.24 cm (6 inches).</p>

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The perimeter of each wall component 200 is generally provided with outer edge reinforcing material. As represented by the long wall component 200a shown in Figure 5a, the outer edge reinforcement material of the wall component 200 is a floor plate 220 along the lower horizontal edge, a roof plate 240 along the upper horizontal edge and two end pieces 270 installed respectively at each

<p dir="rtl">5 Anchoring edge 275 of the wall component 200. In the case of the wall component 200, the outer edge reinforcing material provides anchorage areas such as the regions of the anchoring wall components 200, the ceiling component 400 and the floor component 300, in addition to protecting the outer edges of the foam board material.</p>

The outer edge reinforcement material for the wall component 200 provided by the floor panel 220, roof panel 240 and end pieces 270 can be made of one or more strand wood panels.

<p dir="rtl">10 Plywood, wood board, aluminum or steel extrusion for C channel, or similar. Alternatively, suitable enclosure component structures of the type disclosed in US non-provisional patent application No. 16/786,202 entitled “</p>

of the same inventors and filed in “Enclosure Component Perimeter Structures.”

The same date as the application in question, in addition to or as a substitute for the outer edge reinforcement material of 15 of the type just described for wall component 200. The contents of the non-provisional patent application are used

This American Enclosure Component Perimeter No. 16/786.202 titled

"Structures" of the same inventors and filed on the same date as the application in question, are for reference as if fully set forth herein, including in particular the enclosure component structures described for example in paragraphs 110-124

<p dir="rtl">20 And in Figures 10-12 it has. It is worth noting that the perimeter structures of this sealing device component can also perform the function of tightly sealing, to prevent water ingress and environmental exposure.</p>

Wall partition

Partition wall portions of structure (151) Type 1. Referring to Figure 2A, each of the two short wall components 200b of structure 151 Type 1 comprises a first wall portion 200b-1 and a second wall portion 25 200b-2. Each of the wall portions 200b-1 The 200B-2 is a rectangular planar structure

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in general. The inner anchor edge 191-1 of each of the wall portions 200b-1 is close to the respective inner anchor edge 191-2 of the wall portion 200b-2. The internal edge reinforcement may be provided in any one or more of the anchor edges 191-1 and 191-2, examples of which include laminated strandboard, wood panel, aluminum or steel extruded for the C channel.

<p dir="rtl">5 Referring again to Fig. 2a, the first wall portion 200b-1 is placed in fixed positions, opposite each other on the floor portion 300a, near the first and second transverse edges 108, 110 of the end structure 150. Each first wall portion 200b-1 is attached to a Second wall 200B-2 using hinged structure. These hinged structures allow the second wall segments 200b-2 to be anchored around the anchor axes 191 between a folded and a deployed position. Figure 2a shows the parts</p>

<p dir="rtl">10 The second 200B-2 is both in their unfolded positions, where they are named 200B-2S, and in their fold-in positions, where they are called 200B-2F. When the second parts 200b-2 are in their folded positions, they facilitate the formation of the compact charging module. When the second parts 200b-2 are in their deployed positions, together with the first parts 200b-1, they form the short wall components 200b of the structure 151 type 1 shown in</p>

<p dir="rtl">15 Figure 2a.</p>

Dividing wall portions of the structure (152) Type 2. Referring to Figure 2B, the structure 152 Type 2 includes two facing wall components 200 s, where one of the two facing wall components 200 s includes a first wall portion 200 s-1, a second wall portion 200 s-2, and a third wall portion 200 s. -3, and the other component of the two opposite wall components 200 s includes a fourth wall part 200 s-4 and a fifth wall 20 part 200 s-5. Each of the wall parts includes 200 s-1, 200 s-2, and 200 s-3,

<p dir="rtl">The 200s-4 and 200s-5 have a generally flat, rectangular structure. As shown in Figure 2B, the inner anchor edge 192-1 of the wall portion 200 s-1 is close to the respective inner anchor edge 192-2 of the wall portion 200 s-2, and the inner anchor edge 193-2 of the wall portion 200 s-2 is close to Special internal anchor wall edge 193-3 for wall section 200S-3. as</p>

<p dir="rtl">25 Also shown in Figure 2B, the inner anchor edge 194-4 of the wall segment is 200 s-4.</p>

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Close to the special internal anchorage edge 194-5 of the wall portion 200 s-5. The interior edge reinforcement material may be provided in any one or more of the anchor edges 192-1, 192-2, 193-2, 193-3, 194-4, and 194-5, examples of which include laminated strand board, chipboard , aluminum or steel extruded for C channel.

<p dir="rtl">5 Referring again to Figure 2b, the first wall portion 200s-1 is fixed in a position on the floor portion 300a near the first transverse edge 108, and the four wall portion 200s-4 is fixed in a position on the floor portion 300a, opposite the first wall portion 200s- 1 and near the second transverse edge 110. The first wall portion 200 s-1 is connected to the second wall portion 200 s-2 using a hinge structure that allows the wall portion 200 s-2 to pivot around the axis.</p>

<p dir="rtl">10 The RC 192 is between folded and deployed mode. Further, the second wall part is connected</p>

200 s-2 with the third wall part 200 s-3 using the hinged structure that allows the third wall part 200 s-3 to be based around the arc axis 193 between the folding position and the unfolding position. For the opposite wall, the four wall part 200 s-4 is connected to the fifth wall part 200 s-5 using a hinged structure that allows the first wall part 200 s-5 to be anchored around the arc axis.

<p dir="rtl">15 194 between folding mode and spreading mode. It is worth noting that the fifth wall section 200 BC-5 is longer</p>

From the second wall part 200 s-2 or the third wall part 200 s-3.

Figure 2b shows the second wall portion 200s-2 and the third wall portion 200s-3 both in their deployed position, where they are named 200s-2u and 200s3-u respectively, and the fifth wall portion shows 200s-5 in its deployed position, where it is called 200s -5 sh. Explains a figure

<p dir="rtl">20 2b Also, the second wall part 200 Q-2 and the third wall part 200 Q-3 are both in their respective inward-folding positions, where they are named 200 Q-2 and 200 Q-3-F respectively, and the fifth wall part 200 Q-5 is shown in its inward-folding position, Where it is called 200 BC-5F. When the second wall portion 200S-2, the third wall portion 200S-3 and the fifth wall portion 200S-5 are in their inward-folding positions, it facilitates the formation of the charging unit</p>

<p dir="rtl">25 Compact module. When the second wall part is 200 s-2 and the third wall part is 200 s-3 in</p>

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In their deployed position, with the first wall portion 200 s-1 they form the wall component 200 s near the first transverse edge 108. When the fifth wall portion 200 s-5 is in its deployed position, with the fourth wall portion 200 s-4 they form the wall component 200 s near the second transverse edge 110.

<p dir="rtl">5 The hinged structures shown above may be mounted or recessed (to attach each first wall portion 200B-1 to its second wall portion 200B-2, the first wall portion 200B-1 to its second wall portion 200B-2, and the second wall portion 200B-2 to its third wall portion 200B- 3, and the fourth wall portion 200 s-4 with the fifth wall portion 200 s-5) on the roof, and may be of a temporary or permanent nature. Providing internal edge reinforcement material, as described above, can provide an area for fixing</p>

<p dir="rtl">10 Articulated structures. Suitable hinge structures can be made for example of metal, plastic, leather, ferrous or non-ferrous material. Instead, appropriate articulated structures are disclosed in US Non-Provisional Patent Application No. 16/786,202 entitled “Enclosure Component Perimeter Structures” by the same inventors and filed on the same date as the application in question. The contents of this US non-provisional patent application are used</p>

Special “Enclosure Component Perimeter Structures” 15 No. 16/786.202 entitled

By the same inventors and filed on the same date as the application in question, for reference as if they were fully set forth herein, including in particular the hinge structure described for example in paragraphs 147-157 and shown in Exhibit 15 thereof. These hinged structures can be used in addition to or in place of internal edge reinforcement material, as described above, and can also perform

<p dir="rtl">20 Tightly sealing function to prevent water ingress and environmental exposure.</p>

Non-dividing wall components of structure (151) Type 1. Compared to the two short wall components 200b of structure 151 Type 1, which are divided into two parts, the two long wall components 200a shown in Figure 2a do not include multiple wall parts, but instead each It is a one-piece structure, however, one of these long wall components 200A is attached,

<p dir="rtl">25 Which is placed on the floor portion 300b near the first longitudinal edge 106, which is called</p>

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Sometimes with the (long) wall component 200a-a of this disclosure, with the floor portion 300b to allow the wall component 200a-a to pivot about the horizontal axis 105 shown in Fig. 3a from the folded to the deployed position. Pivoting the long wall component 200a-a also facilitates shaping The built-in charging module 100. The remaining long wall component 200a, labeled

<p dir="rtl">5 Sometimes 200A-R in this disclosure, on the portion of floor 300A proximal to the second longitudinal edge</p>

<p dir="rtl">116 It rests on the anchor edges of the two first wall segments 200b-1 near the second longitudinal edge 116, as shown in Figure 2a.</p>

Non-divided wall components of structure (152) Type 2. Compared to the two wall components 200 s of structure 152 type 2, which are divided into parts, the remaining two wall components 200 s shown in

<p dir="rtl">10 Figure 2b may contain multiple wall sections, but instead are one-piece structures. However, one of these wall components 200s, sometimes called 200s-a in this disclosure, which is positioned on the floor portion 300b proximal to the first longitudinal edge 106, is pivotally mounted on the floor portion 300b to allow the wall component 200s-a to pivot about the horizontal axis. 105 shown in Figure 3b from folding to spreading mode. Facilitates anchoring of a component</p>

<p dir="rtl">15 The wall 200S-R also forms the compact charging module 100. The remaining wall component 200S, sometimes called 200S-R in this disclosure, is securely attached to the floor portion 300A proximal to the second longitudinal edge 116 and rests on the anchor edges of the first wall portion 200S-1. The four-wall section 200 s-4 is near the second longitudinal edge 116, as shown in Figure 2b.</p>

<p dir="rtl">20 The hinged structures described above, for attaching the wall component 200a-p to the floor portion 300b, and for attaching the wall component 200q-p to the floor portion 300b, may be mounted or recessed on a surface, and be of a temporary or permanent nature. Providing outer edge reinforcement material, as described above, can provide an area for anchoring of hinge structures. Suitable hinge structures can be made for example of metal, plastic, leather, ferrous or non-ferrous material. instead of</p>

<p dir="rtl">25 Therefore, suitable articulated structures are disclosed in U.S. Non-Provisional Patent Application No</p>

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For the same title, “Enclosure Component Perimeter Structures” 16/786,202

inventors and filed on the same date as the application in question (altering the hinge structure used as may be appropriate, given the 90 degree (90 m) connection between the floor component 300b and the wall component 200a-p/200p-p when either of the latter is in the 5. The contents of this US Non-Provisional Patent Application No. 16/786,202 are used, entitled “

of the same inventors and filed in “Enclosure Component Perimeter Structures.”

Same date as the application in question, for reference as if fully set forth herein, including in particular the hinge structures described for example in paragraphs 125-157 and shown in Figures 13a-15 thereof. These hinged structures can be used in addition to or in place of 10 outer edge reinforcement, as described above, and can also perform a hermetic sealing function to prevent water ingress and environmental exposure.

Wall Chases

Where the wall component 200 uses one of the multi-ply designs shown in relation to Figures 4a-4c, the foam panels 214 may be provided with a plurality of approximately orally oriented, 15 elongated, generally parallel, cylindrical passes spaced at regular intervals across the entire distance between

The end pieces 270, each of which extends through the space between the floor slab 220 and the roof slab 240. These anchor passages are called wall frames 219 and can be observed in Figures 6a in the wall components 200a, 200b for the Type 1 structure 151, and in Figures 5c and 7a for the wall component 200 BC for structure 152 Type 2. Wall frames 219 facilitate the installation of utility lines (e.g. for electrical power, lighting control, heating, and air conditioning 20

(HVAC, HVAC control, safety systems, including power supply and connection to smoke sensors or thermal sensors, etc.), in the wall component 200. In the embodiment shown in Figure 5c, the wall frames 219 are spaced e.g. The example is at regular spacing of approximately 73.7 cm (29 in).

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A horizontal passage located above the floor slab 220 and intersecting the wall frames 219 can optionally be provided, as shown in Figure 5c. The purpose of this horizontal passage, called the conductor wall frame 207, is to facilitate wiring runs through the wall component 200. The conduction wall frame 207 may, for example, be positioned approximately 40.64 cm (16 inches) above the floorboard 220.

<p dir="rtl">5 Although only one horizontal connecting wall frame 207 is shown, one or more of these wall frames 207 may be provided additionally in the wall component 200, such as at a height suitable for wall switches, to facilitate the installation and connection of such wall switches. As appropriate, the connecting wall frame pieces 207 that pass through the multiple wall segments are aligned to connect to each other when such segments are deployed.</p>

<p dir="rtl">10 The vertical and horizontal passages in the foam panels 214 that define the wall frames 207 and 219 are formed preferably before assembling the foam panels 214 into the laminated multilayer structure of the wall component 200. These passages may be formed for example by using a hot wire placed over the panel The selected foam panel 214 is oriented parallel along its length to the surface of the panel 214. The hot wire is then displaced into the foam panel 214 below the surface of the panel. Upon arrival</p>

<p dir="rtl">15 To a suitable depth, the axis of the hot wire is routed in a circular path, such that the length of the wire within the sheet foam 214 traces a cylindrical shape, creating a cut foam plug of volumetric foam. Removal of the foam plug produces the desired passage defining the wall frame 219 or the connecting wall frame 207. Each frame 207, 219 is preferably provided with a diameter sufficient to permit the installation of utility lines; For example, the diameter ranges from about 2.54 to 5.08 cm (1 inch).</p>

20 2 inches(.

The roof panel 240 is provided with a plurality of spaced cylindrical window holes 209, as shown in Figures 5a, 5b, and 5c, which are aligned with the wall frames 219 to allow connection between the area above the roof panel 240 and the wall frames 219. Likewise, the floor panel 220 is provided with a set of spaced cylindrical window holes 291, as shown in Figure 5c, which

<p dir="rtl">25 It aligns with the wall frames 219 to allow contact between the area below the floorboard 220 and the wall frames.</p>

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Wall 219. If the wall component 200 is provided with enclosure component structures, of the type described in the non-provisional U.S. patent application

Special “Enclosure Component Perimeter Structures” No. 16/786,202 entitled

With the same inventors and filed on the same date as the application in question, either affixed above or instead of

<p dir="rtl">5 Either or both the floor plate 220 and the ceiling plate 240, these structures can be provided with suitable holes at locations similar to the window holes 209 and 291 to allow connection to wall frames 219.</p>

The wall frames 219 connect to the facility service system 460 located in the roof component 400, as shown below.

Wall Customization Options Wall customization options

<p dir="rtl">10 Figures 1a and 2a illustrate wall components 200 that include multiple openings, namely</p>

Door openings 202, to receive the door frame and door assemblies, and window openings 204, to receive the window frame and window assemblies. A feature of the present invention is that the multi-ply construction of the wall component 200 is suitable for a high degree of customization in terms of type, size, location of doors, windows and the like, while the number of openings 202, 204 can be changed according to preference.

<p dir="rtl">15 the design.</p>

For example, once installed in the desired location of the structure, the builder can cut door and window openings 202, 204 into the wall components 200 (as shown in Figure 1A), according to the purchaser's design choices. Thus, window and door assemblies can be located to any number, size, and shape Ground loose anywhere, restricted only by a thin retaining wall to ensure structural integrity

<p dir="rtl">20 The wall component 200 can cope with these anchor loads and shear loads that can arise from normal use and during transient events (such as storms and seismic activity). The single-skin laminated multi-layer structure of the wall component 200 supports the loads across its length and thus affords a large degree of design freedom, Without the need to add any upper thresholds or blocks to distribute the load on site.</p>

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After openings are cut to the appropriate size and shape, the window assemblies and door assemblies can then be inserted and secured to the wall component 200 using an adhesive or other suitable means. A wide variety of window and door assemblies are commercially available suitable for use with the present inventions. As a non-exclusive example, a door assembly may include all components

<p dir="rtl">5 To mount a door and make it functional, such as two side jambs, a top jamb and a sill, with the door hinged to one of the side jambs. Likewise as a non-exclusive example, a window assembly may include all components to install and make the window operational, such as sill, side jambs, top jambs, window frames and panes, frame pulleys and the like.</p>

(400) Ceiling Component Ceiling component

<p dir="rtl">10 Typically, the finished structure will use 150 single roof components 400; Therefore, the component of yi is yi</p>

The roof 400 is generally the complete roof of the finished structure 150. The roof component 400 includes a generally rectangular perimeter. Among others, Figures 6a-7b illustrate a roof component 400 according to the present inventions. The perimeter of the roof component 400 is defined by a first longitudinal roof edge 406, a first transverse roof edge 408, a second longitudinal roof edge 416, and a roof edge

<p dir="rtl">15 Second transverse roof edge 410. Specifically, (a) the first longitudinal roof edge 406, (b) the first transverse roof edge 408, (c) the second longitudinal roof edge 416 (d) and the second transverse roof edge 410 of the roof component 400 coincide (i.e., overlap ) with (w) the first longitudinal edge 106, (x) the first transverse edge 108, (y) the second longitudinal edge 116 (z) and the second transverse edge 110, respectively, of the final structure 150. Figures 6a and 6b show the component</p>

<p dir="rtl">20 The roof 400 is for structure 151 Type 1, and Figures 7a and 7b show the roof component 400 of structure 152 Type 2. The structure and basic design of the roof component 400 are the same as for structure 151 Type 1 and structure 152 Type 2, and are generally applicable to structures 150, and are generally applicable to General to the roof components 400 of the structure 150 manufactured in accordance with this disclosure.</p>

The length and width of the roof component 400 can vary depending on design preference. In one particular embodiment 25 of structure 151 Type 1 shown in Figures 1A and 2A, the roof component has a length of 400 (dimension along

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In In one particular embodiment of the structure 152 type 2 shown in Figures 1b and 2b, the roof component 400 has an area of about 5.79

<p dir="rtl">5 square meters (19 feet).</p>

<p dir="rtl">The roof component 400 preferably uses one of the multi-ply designs described above in connection with Figures 4a-4d, as shown below.</p>

The perimeter of the roof component 400 is generally provided with outer edge reinforcement material. As a reinforcing material for the outer edges of the roof component embodiments 400 shown for structure 151 type 1 in Figure 6b and for the structure

<p dir="rtl">10 152 Type 2 In Figure 7a, a first shoulder beam 435 is positioned at the first longitudinal roof edge.</p>

406 For roof component 400, a second shoulder beam 435 (seen in the edge direction in Figure 7b) is positioned in the second transverse roof edge 408 For roof component 400, a third shoulder beam 435 (seen in the edge direction in Figure 7b) is positioned in the first transverse outer roof edge 410 of the roof component 400, and the four shoulder beams 435 are positioned in the longitudinal roof edge.

<p dir="rtl">15 The second 416 is for the roof component 400 (see Figure 6b). In the case of the floor component 400, in addition to protecting the outer edges of the foam board material, the outer edge reinforcement material provided by the shoulder beams 435 helps resist anchorage loads and transfers these loads to the subfloors through the The wall core 200 that supports the roof component 400, and then to the foundation of the finished structure 150. This outer edge reinforcement material can also provide an anchorage area such as anchor areas.</p>

<p dir="rtl">20 155 enclosure components (bottom and top).</p>

The outer edge reinforcement provided by the shoulder beams 435 of the roof component 400 may be made of one or more laminated strandboard, wood panel, aluminum or C-channel extruded steel, or the like. Alternatively, suitable enclosure component structures of the type disclosed in the non-provisional patent application may be used.

<p>“Enclosure Component Perimeter Structures” 25 American No. 16/786,202 entitled</p>

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of the same inventors and filed on the same date as the application in question, in addition to or as a substitute for an outer edge reinforcing material of the type just described for roof component 400. The contents of this US non-provisional patent application No. 16/786,202 entitled “

of the same inventors and filed in “Enclosure Component Perimeter Structures.”

<p dir="rtl">5 The same date as the request in question, for reference as if fully set forth herein, including in particular the enclosure component structures shown, for example, in paragraphs 110-124 and in Figures 10-12 thereof. It is worth noting that the perimeter structures of this sealing component can also perform the function of tightly sealing, to prevent water ingress and environmental exposure.</p>

<p dir="rtl">10 Splitting the roof</p>

Structure 151 Type 1 and Structure 152 Type 2 each include roof members 400a, 400b, and 400c. Each of the roof portions 400a, 400b, and 400c is a generally planar rectangular structure, the roof portion 400a adjoining the roof portion 400b, and the roof portion 400b adjoining the roof portion 400c as represented by Figures 6a and 6b.

<p dir="rtl">15 Roof part 400 EGP. Roof portion 400C is generally representative of the construction of all roof portions 400A, 400B, and 400C. Referring to the roof portion 400c shown in FIG. 6C, the roof portion 400C employs a laminated multilayer design according to one embodiment thereof (shown in FIG. 4A) or a second embodiment thereof (shown in FIG. 4B). As relevant herein, the roof portion 400C includes The first structural layer 210 of the structural building panels 211,</p>

<p dir="rtl">20 which is called the lower surface of the roof 404, and the second structural layer 215 of the structural building panels 216, which is called the upper surface of the roof 402. Between the roof surfaces 402 and 404 are the foam panels 214, which are called the roof foam panels 414. The inner edge 412c of the roof component 400c rests on the edge The first interior 412b of the roof component 400b, as shown in Figures 6b and 7a. For the inner edge reinforcement material, the stiffener plate 437 is placed adjacent to the inner edge</p>

25 412 EGP

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Roof Part 400A.Roof Part 400A is illustrated as an example in Figures 6B, 6D, and 7A.

It is identical in design and construction to the 400G roof section. The inner edge 412a of the roof portion 400a rests on the second inner edge 412b of the roof portion 400b, as shown in Figures 6b and 7a. For the inner edge reinforcement material, the stiffener plate 437 is placed adjacent to the 5 inner edge 412a.

Roof part 400B. The roof portion 400b shown in Figures 6b and 7a is similar in overall design and construction as the roof portions 400a and 400c. The first inner edge 412b of the roof component 400b rests on the inner edge 412c of the roof component 400c, and the second inner edge 412b of the roof component 400b rests on the inner edge 412a of the roof portion 400a. For reinforcement material

<p dir="rtl">10 Inner edges, the stiffener plate 437 is positioned adjacent to the first inner edge 412b of the roof portion 400b, and the stiffening plate 437 is positioned adjacent to the second inner edge 412b of the roof portion 400b.</p>

The roof component 400 and its component elements are generally dimensioned in thickness and otherwise to accommodate the specific loads to which the roof component 400 may be subjected. One particular embodiment of the roof component 400 may be used in the Type 2 structure 152 shown for example in 15 Figures 7a and 7b. The second multilayer design model (see Figure 4b) is with a MgO sheet of

0.635 cm (0.25 in) thick for structural building panels 211 of the first structural layer 210/lower roof surface 404 and also for structural building panels 216 of the second structural layer 211/top roof surface 402, with 0.635 cm (0.25 in) thick MgO sheet bonding strips. 15.24 cm (6") wide. Foam boards can be up to 214/sheet thick.

<p dir="rtl">20 Roof foam 414 20.07 cm (7.9 in.) thick, resulting in a roof component 400 that is approximately 21.34 cm (8.4 in.) thick. Other structural members, such as joists 420 (part of joist 420 seen in Figure 6d), may be used, as Suitable for the special design of the structure 150 to assist in transferring anchorage loads to one or more shoulder beams 435.</p>

Referring to the structure 151 Type 1 shown in Figure 6B, the roof portion 400A is mounted in

<p dir="rtl">25 position with respect to the first parts 200b-1 of the short wall components 200b and with respect to</p>

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The long wall component 200a-r is connected using hinged structures along the longitudinal inner edge 412a to the centered longitudinal inner edge 412b of the roof portion 400b. These hinged structures are configured to allow the roof portion 400b to rotate only through one hundred and eighty degrees (180) of arc about the horizontal axis 405a, which is located near the top of the roof component 400, 5 between the folded position, where the roof portion 400b lies flat against the The roof is 400a, and the entire deployment position is shown in Figure 6b.

In contrast, the roof portion 400b is connected using hinged structures to the roof portion 400c at the longitudinal inner edge 412b of the roof portion 400b that rests on the longitudinal inner edge 412c of the roof portion 400c. These hinged structures are configured to allow the roof portion 400C 10 to rotate only through one hundred and eighty degrees (180) of arc about the horizontal axis, which is located near the bottom of the roof component 400, between the folded position, where the roof portion 400C lies flat against the roof portion 400b (when the roof portion 400b is positioned to lie flat against the roof portion 400a), and the entire deployment position shown in Figure 6b.

Likewise with reference to structure 152 type 2 shown in Figure 7a, the roof portion 400a 15 is fixed in a position relative to the first wall portion 200s-1, the four-wall portion 200s-4, and the wall component 200s-r. The roof members 400a, 400b, and 400c of the structure 152 type 2 are connected using hinged structures in the same manner as described above for the structure 151 type 1.

The hinged structures connecting the roof members 400a, 400b, and 400c may be mounted or recessed on the roof, and may be of a temporary or permanent nature. Hinged structures can be manufactured

<p dir="rtl">20 Suitable for example from metal, plastic, leather, ferrous or non-ferrous material. The inner edge reinforcement provided by the gussets 437 for roof sections 400A, 400B, and 400C provides a structure for mounting the hinged structures, as well as protecting the edges of the foam board material. The gussets 437 may be made of, for example, one or more of laminated strandboard, chipboard, aluminum or C-channel extruded steel, or the like.</p>

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A suitable hinge structure and associated members are shown in Figure 9, which shows a representative hinge structure connecting roof members 400b and 400c. Specifically, a set of double joints 413 are positioned in a line along the horizontal axis 405b. Double joints are preferred to allow the joints to be recessed below the surface, while still retaining the ability to pivot

<p dir="rtl">5 Only through one hundred and eighty degrees (180) of arc, without causing interference curling between adjacent roof members. These double joints can be made by placing two single hinges together in a bearing, each along one of its own wings, and welding them to form a single double hinge 413.</p>

As shown in Figure 9, each of the free wings of the double hinge 413 is mounted on

<p dir="rtl">10 Arrangement with stiffening plate 437. Each stiffening plate 437 is positioned against the outer space of the C channel track web 308 (made of cold-formed steel), which are each in turn attached to the respective anchor flanges of the roof members 400b and 400c, as shown in Figure 9. The same hinged structure can be used to hold the roof sections 400a and 400b together, although rotated 180 degrees and offset to line up along the horizontal axis 405a, to allow the roof sections 400b to be folded</p>

<p dir="rtl">15 and 400C according to the pattern, as shown in Figures 3a and 3b.</p>

As other alternatives to the hinged structure shown in Figure 9, suitable hinged structures are disclosed in US Non-Provisional Patent Application No. 16/786,202 entitled “Enclosure Component Perimeter Structures,” of the same inventors and filed on the same date as the application in question. The contents of this US non-provisional patent application are used

Special “Enclosure Component Perimeter Structures” 20 No. 16/786.202 entitled

By the same inventors and filed on the same date as the application in question, by reference as if fully set forth herein, including in particular the articular structures described for example in Paragraphs 125-157 and illustrated in Figures 13A-15 thereof, and more specifically the articular structure described In paragraphs 136-146 and shown in Figures 14a-14f. These structures can be used

<p dir="rtl">25 Hinge in addition to or in place of the internal edge reinforcing material provided by the gussets 437</p>

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For roof parts 400A, 400B and 400C, it can also perform a sealing function, to prevent water ingress and environmental exposure.

Ceiling Chases Ceiling frames

Roof parts 400A, 400B and 400C can all be fitted with roof frames. As shown

<p dir="rtl">5 Below, the ceiling frames 219 connect to the facility service system 460 and the wall frames 219.</p>

Figure 7d is a horizontal projection of the roof 400 of Structure 152 Type 2 split to reveal a particular example of a roof frame fixture. Although shown for structure 152 Type 2, the roof frames 219 may also be used in structure 151 Type 1, or in any other structure 150 manufactured in accordance with this disclosure.

<p dir="rtl">10 As shown in Figure 7D, a first set of elongated cylindrical passes, roof frames 440, is provided at regular intervals across the entire distance between the first and second transverse roof edges 408 and 410, and positioned in a first direction generally parallel to the first transverse roof edges. The second is 408 and 410 and each other. Each of these roof frames 440 extends over the distance between the shoulder beams 435 located near the longitudinal roof edges.</p>

<p dir="rtl">15 The first and second are 406 and 416, respectively. Also provided is a second set of roof frames 440, spaced at regular intervals across the entire distance between the first and second longitudinal edges 406 and 416, and positioned in a second direction approximately perpendicular to the first direction and generally parallel to the first and second longitudinal roof edges 406 and 416 and to each other. Each of these roof frames 440 extends over the distance between the shoulder beams 435 located near the edges of the roof</p>

<p dir="rtl">20 The first and second transverses are 408 and 410, respectively. The first and second sets of roof frames spaced accordingly form the roof frame grid. Providing 440 roof frames facilitates the routing of utility lines (e.g. for electrical power, lighting control, HVAC, HVAC control, security systems, including power supply and connection to smoke sensors or thermal sensors, etc.) to locations on a component The ceiling 400 is away from the wall component 200. As shown, it is done</p>

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Aligning the roof frame pieces in the roof parts 400a, 400b, and 400c for connection when deploying the roof parts 400b and 400c to form a complete roof component 400.

Each roof frame 219 is preferably provided with a diameter sufficient to permit the installation of utility lines; For example, diameters range from 2.54 to 5.08 cm (1 inch to 2 inches). Roof frames can be shaped

<p dir="rtl">5 219 in the ceiling foam panels 414 using a suitably placed circular hot wire</p>

and displace it in the foam panels beneath the panel surfaces, generally in the same manner as described above to form the wall frames 207 and 219.

The roof frames 219 communicate with the utility service system 460 located in the roof component 400, shown below.

(460) Utility Service System 10 The utility service system

As shown in Figures 6A-7E, two embodiments of the utility service system 460 are provided in the roof component 400.

The purpose of the utility service system 460 is to provide a recessed passage in the end structure 150 through which utility lines can be easily routed and connected. In general, the facility service system includes:

<p dir="rtl">15 460 on one or more lanes, preferably of a closed ring shape, located around the perimeter</p>

The entirety of the roof component 400, i.e., approximately adjacent to or near the first and second longitudinal outer roof edges 406 and 416, and approximately adjacent to or near the first and second transverse roof edges 408 and 410, of the roof component 400. Thus, a structure defining the facility service system 460 is provided in each Of roof parts 400a, 400b and 400c generally near shoulder beams 435

<p dir="rtl">20 Available in these roof parts.</p>

The utility service system 460 is configured to contain utility lines (e.g. for electrical power, lighting control, HVAC, HVAC control, security systems, including a power supply and connection to smoke sensors or thermal sensors, etc.). As shown, the utility service system pieces 460 are aligned in the roof portions 400a, 400b, and 400c for connection to each other.

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When the roof parts are deployed to form the complete roof component 400. If used in any

Roof 400a, 400b, and 400c Structural members such as joists 420 (as previously mentioned, part of the joist 420 is seen in Figure 6d), and/or interior edge reinforcement material (such as gussets 437), through which pass holes 422 (seen in Figure 6) may be provided. In portions extending above the utility service system 460 5 to facilitate free routing of utility lines through these joists and/or stiffeners 437 and around the perimeter

The complete MARFAC 460 service system.

The two embodiments of the utility service system 460 shown here are a bundled utility duct 461 and an on-site utility duct 471. While the bundled utility duct 461 is shown in the 151 Type 1 chassis, the on-site utility ducts 471 are shown in the 152 Type 2 chassis , can be used

<p dir="rtl">10 Any of these attachment systems 460 are also in the other type of structure, or in any other structure manufactured in accordance with this disclosure.</p>

(461) Built-up Utility Channel

As shown in Figures 6a-6e, the assembled elbow channel 461 is a three-sided recess, formed into the underside of the roof component 400, and includes an outer edge, a rim

<p dir="rtl">15 Interior and upper. As explained above, the assembled elbow channel 461 preferably forms a closed loop, located around the entire circumference of the roof component 400.</p>

Referring specifically to Figure 6C, the outer edge of the assembled elbow channel 461 is defined by the shoulder beam 435, the inner edge of the channel 461 is defined by the channel closure plate 467 and the top of the elbow channel 461 is defined by the upper surface of the channel 462.

<p dir="rtl">20 The channel closure panel 467 may be manufactured, for example, from one or more laminated strandboard, wood board, aluminum or steel extruded for the C channel, or the like, and the upper surface of the channel 462 may be made, for example, from a magnesium oxide sheet thereof. Approximately 1.27 cm (0.5 in) thickness. The width of the assembled utility channel 461 should preferably be sufficient to allow reasonable access for construction and service personnel.</p>

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At regularly spaced spacers along the inner face of each shoulder beam 435 in the roof sections 400a, 400b, and 400c, a first set of multiple openings, called horizontal channel connectors 438, are provided. The horizontal channel connectors 438 may pass through the shoulder beam 435, or instead This preferably terminates within the shoulder beam 435 (as shown in Figure 6C) 5 to create a recess in the shoulder beam 435. As shown in Figure 6C, additionally spaced along the bottom face of each shoulder beam 435 is provided a second set of multiple slots, called arc channel connectors 439. Each of the arc channel connectors 439 opens into a special horizontal channel connector 438 It is connected to provide a passage through the shoulder beam 435 from the bottom of its lower face and outside its inner face.

<p dir="rtl">10 The anchor channel connectors 439 are positioned to align with the perforated holes 209 in the wall component 200 that holds the shoulder beam 435, to provide a passage for routing utility lines from within the utility channel 461 in the wall frame 219 of the wall component 200, and, as desired, further into the wall frame 200. The floor 319 of the floor component 300, shown below. The horizontal conduit connectors 438, arc conduit connectors 439, window holes 209 and wall frames 219 can all be spaced at intervals</p>

<p dir="rtl">15 Regular, for example at approximately 73.7 cm (26 in) intervals.</p>

The bundled utility channel 461 can be equipped with multiple serially anchored removable channel cover panels 604, shown in Figure 6E, that preferably cover the entire bundled utility channel 461. Channel cover panels 464 conceal utility lines therein, and can optionally include lighting configurations to enhance the interior space, such as multiple light sources 466 of which 20 are shown in Figure 6e.

In Situ Utility Channels (471)

The utility service system 460 can also be formed into the roof foam panels 414 on site, as shown in Figures 7a-7e. Referring to Figure 7a as an example, a roof component 400 containing an assembly of roof foam panels 414a is shown in cross section. As is

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Shown in this figure, two elbow channels are provided at location 471 in foam panel 414 panela, each substantially circular in cross section to define two generally parallel closed toroidal cylindrical passages located around the entire perimeter of the roof component 400 is near the shoulder beams 435 in the roof component 400.

<p dir="rtl">5 Each of the facility channels 471 may be formed by using a circular hot wire suitably positioned and offset in the foam panels 414a below the panel surfaces, generally in the same manner as described above with respect to the connection and anchor wall frames 207 and 219. Each utility duct 471 shall have sufficient diameter to permit the installation of utility lines; For example, the diameter is about 10.16 cm (4 inches).</p>

<p dir="rtl">10 As represented by Figure 7c, each roof frame 440 passes through all or substantially all of the entire roof component 400 between two opposing shoulder beams 435. Each roof frame 440 connects with each of the two elbow channels 471 at two points (one on each side of the roof component 400 proximal to these shoulder beams 435), thereby providing elbow routing access between each roof frame 440 and utility channels 471. Near the perimeter of the roof component 400, each roof frame intersects</p>

<p dir="rtl">15 440 with an orally oriented cylindrical passage and connected thereto, the roof frame connector 472, which in turn connects</p>

to the respective wall frame 219 through the perforated hole 209 in the roof panel 240 of the wall component 200. Although, as shown in Figure 7C, each roof frame connector 472 is grounded, it is formed (in the foam panels 414) out of the shoulder beam material 435, It may also be located within the shoulder girder material 435, in the manner of the horizontal and horizontal channel connectors 438, 439 shown.

<p dir="rtl">20 For example in Figures 6c and 6d, as required or desired. Therefore, the preceding device provides each facility channel 471 with facility routing access to wall frames 219.</p>

As shown in Figures 7C-7E, a plurality of conduit access openings 473 are provided near the intersection of each roof frame 440 and utility ducts 471, for service access to the utility ducts 471. The dimensions of the conduit access openings 473 are preferably sufficient to allow reasonable access for personnel Construction 25 and service; For example, each channel access slot 473 may include a rectangular fixture,

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It is approximately 36.8 cm (14.5 in) wide and 20.3 cm (8.0 in) long. Each conduit access hole 473 can be covered by a removable conduit access plate 474, shown in Figure 7E.

Utility Service System Use

As an example of utility lines that may be installed in the utility service system 460, Figure 6E shows

<p dir="rtl">5 Schematic illustration of a two-wire electrical loop 208 installed in the assembled utility conduit 461, and Figure 6a shows four pre-selected wall frames 219a, 219b, 219c, and 219d in the wall components 200 of the finished structure 150. One or more pieces 276 are formed for connection with the wall frames 219a-d. In the pieces 276, junction boxes are appropriately placed and the frames are wired and connected to the ring 208. Slots may be cut for electrical sockets, switches, lighting, etc.</p>

<p dir="rtl">10 Similarly, in and through the sheathing layer 282, the first structural layer 210, the first woven fiber layer 213-1, and in the foam panel 214 to form the cuts 276 on the wall frames 219. In a similar manner, openings similar to the cuts can be formed in the roof component 400 For connection to ceiling frames 219. This equipment provides access to electrical service at a plurality of points via the wall components 200 and the ceiling component 400.^Y</p>

<p dir="rtl">15 Wiring and connection operations preferably follow the transport and deployment of the structure 150, while the other described operations may be performed either before or preferably after the transport.</p>

(300) Floor Component

Typically, the finished structure will use 150 and one floor component 300; Therefore, the component of yi is yi

The floor 300 is generally the complete floor of the finished structure 150. The floor component is included

<p dir="rtl">20 300 on the perimeter of a rectangle in general. Figures 6a-6b and 7a-7b illustrate the floor component 300</p>

According to current studies. The perimeter of the floor component 300 is defined by the first longitudinal ground edge 117, the first transverse ground edge 120, the second longitudinal ground edge 119 and the second transverse ground edge 118. Specifically, (a) the first longitudinal ground edge 117, (b) and the first transverse ground edge 120, (c) and the second longitudinal ground edge

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119, (d) and the second transverse ground edge 118 generally coincide with (i.e., under) (w) the first longitudinal edge 106, (x) the first transverse edge 108, (y) the second longitudinal edge 116 (z) and the second transverse edge 110 respectively, for the final structure 150. Figures 6a and 6b show the floor component 300 of structure 151 Type 1, and Figures 7a and 7b show the floor component 5 300 of structure 152 Type 2. The basic structure of the floor component 300 is the same as that of structure 151

Type 1 and structure 152 Type 2, generally applicable to floor components 300 of structures 150 manufactured in accordance with this disclosure.

The length and width of the floor component 300 can vary depending on design preference. In one particular embodiment of structure 151 type 1 shown in Figures 1a and 2a, where the wall components 10 200a, 200b are orally oriented, the length and width of the roof component 400 approximate the length and width of the roof component 400

for this Type 1 structure. Likewise in one particular embodiment of the Type 2 structure 152 shown in Figures 1B and 2B, where the wall components 200 s are orthogonally oriented, the length and width of the roof component 400 approximates the length and width of the roof component 400 of this Type 2 structure.

<p dir="rtl">The floor component 300 preferably uses one of the multi-chip designs described above</p>

<p dir="rtl">15 Related to Figures 4a-4d, as shown below.</p>

The perimeter of each floor component 300 is generally provided with outer edge reinforcement material. As outer edge reinforcement for the floor component embodiments 300 shown in Figures 7a and 7b, a first base beam 320 (seen in the edge direction in Figure 7a) is positioned at the first longitudinal ground edge 117 of the floor component 300, and a second base beam 320 (seen in the edge direction In Figure 7b) 20 at the second transverse ground edge 118 of the floor component 300, a base beam is placed

A third 320 (seen towards the edge in Fig. 7b) at the edge of the first transverse floor 120

For the floor component 300, the four base beams 320 are placed in the second longitudinal floor flange.

<p dir="rtl">119 For the floor component 300 (seen in the edge direction in Fig. 7A). In the case of the floor component 300, j j j</p>

The edge reinforcement provided by the 320 base beams helps resist and transfer these anchor loads

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Loads to any roof component 400 below and then to the underlying wall components 200, and/or to the foundation of the finished structure 150, as well as foam board material edge protection.

The outer edge reinforcement provided by the base beams 420 of the floor component 300 can be made of one or more laminated strand board, wood panel, aluminum or extruded steel.

<p dir="rtl">5 For channel C, or something similar. Alternatively, suitable enclosure component perimeter structures of the type disclosed in US Non-Provisional Patent Application No. 16/786,202 entitled “Enclosure Component Perimeter Structures” by the same inventors and filed on the same date as the subject application may be used. Find, in addition to or as an alternative to an external edge reinforcing material of the type just described for the floor component</p>

<p dir="rtl">10 300. The contents of this US Non-Provisional Patent Application No. 16/786.202 are used.</p>

By the same inventors, “Enclosure Component Perimeter Structures” entitled

and filed on the same date as the application in question, for reference as if fully set forth herein, including in particular the enclosure component structures shown, for example, in paragraphs 110-124 and in Figures 10-12 thereof.

<p dir="rtl">15 It is worth noting that these enclosure component enclosure structures can also perform the function of sealing tightly, to prevent water ingress and environmental exposure.</p>

Floor Partitioning

The floor component 300 in the chassis 151 type 1 and in the chassis 152 type 2 includes a floor portion 300a and a floor portion 300b. The floor parts 300a and 300b are each of

<p dir="rtl">20 A generally planar rectangular structure, with floor portion 300a adjacent to floor portion 300b, as represented by Figures 6a, 6b, and 7a.</p>

Floor part 300A. Floor portion 300a, shown in Figures 6a, 6b, and 7a, is generally representative of the construction of floor portions 300a and 300b, and as shown generally uses a multilayer laminated design according to the first or second embodiments thereof shown respectively in

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Figures 4a and 4b. As relevant herein, floor portion 300a includes a first structural layer 210 of the structural building panels 211, called the bottom surface of the floor 304 and a second structural layer 215 of the structural building panels 216, called the top surface of the floor 302. Between the floor surfaces 302 and 304 are Foam panels 214, called 5 floor foam panels 314. The inner edge 301a of the floor portion 300a rests on the edge.

The interior 301b of the floor portion 300b, as shown in FIG. 7a. As an internal edge reinforcing material, stiffening plate 307 is placed adjacent to the internal edge 301a.

Floor part 300B. The floor portion 300b is shown as an example in Figures 6a, 6b, and 7a. It is similar in general design and construction as the 300A floor portion. The edge is grounded

<p dir="rtl">10 The interior 301b of the floor portion 300b is on the interior edge 301a of the floor portion 300a, as shown in FIG. 7a. As an internal edge reinforcing material, stiffening plate 307 is placed adjacent to the internal edge 301b.</p>

The floor component 300 and its component elements are generally sized in thickness and otherwise to accommodate the specific loads to which the floor component 300 may be subjected. It may be used

<p dir="rtl">15 One particular embodiment of the floor component 300 of the structure 152 Type 2 shown for example in Figures 7a and 7b is the second multilayer design embodiment (see Figure 4b) with a 0.635 cm (0.25 inch) thick MgO sheet for the structural building panels 211 of the first structural layer 210/ The bottom surface of the floor 304, and a 1.27 cm (0.5 in) thick MgO sheet of structural building panels 216 for the second structural layer 211/top surface of the floor 302. Correspondingly in this</p>

<p dir="rtl">20 Specific embodiment, 0.635 cm (0.25 in.) thick MgO sheet bonding strips with a width of 15.24 cm (6 in.) are used to bond together the structural building panels 211 of the first structural layer 210/floor subsurface 304, and 1.27 thick MgO sheet bonding strips are used cm (0.5 in.) and 15.24 cm (6 in.) wide for attaching together the structural building panels 216 of the second structural layer 211/subfloor surface 302. The thickness of</p>

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Foamboards 214/Floorfoamboards 314 28.575 cm (11.25 in.), resulting in a floor component 300 that is approximately 30.48 cm (12 in.) thick.

The floor portion 300b comprising the floor component 300 can be folded to facilitate the formation of a compact charging module. Chassis 151 Type 1 and Chassis 152 Type 2 each include this floor portion 5.

Referring to the structure 151 type 1 shown in Figure 6b, the floor portion 300a is fixed in a position relative to the first wall portions 200b-1 of the short wall components 200b and relative to the long wall component 200a-r, and is connected using hinged structures to the floor portion 300b, so To allow the floor portion 300b to be angled only by ninety degrees (90) from

<p dir="rtl">10 The arc about the horizontal axis 305, which is located near the top surface of the floor 302, is between the folding position, where the floor portion 300b is oriented approximately orally as shown in Figure 3a, and the fully deployed position shown in Figures 6a and 6b.</p>

Likewise with reference to the structure 152 Type 2 shown in Figure 7A, the floor portion 300A is fixed in a position relative to the first wall portion 200S-1, the four wall portion 200S-4, and the wall component

<p dir="rtl">15 200 BC-AM. The floor portion 300a is connected using hinged structures to the floor portion 300b</p>

In the same way as described above for Structure 151 Type 1.

The hinged structures connecting floor members 300a and 300b may be mounted or recessed to the surface, and may be of a temporary or permanent nature. Suitable hinge structures can be made for example of metal, plastic, leather, ferrous or non-ferrous material. No one is clarified

<p dir="rtl">20 Examples of a suitable hinge structure and associated members are shown in Figure 8. Specifically, a set of steel hinges, for example 7.62 cm (3 in) wide and about 15.24 cm (6 in) long, are positioned in alignment along the horizontal axis 305, As shown in the edge direction in Figure 8. These hinges are commercially available from McMaster GA, Douglasville, Carr, USA. The hinge structures do not have to be</p>

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The floor members 300A and 300B are connected by double hinges, as they need to pivot only through approximately ninety degrees (90) of arc, thus the potential for cross-crease is less than for the roof members of the roof component 400.

As shown in Figure 8, the opposing wings of the hinges 306 are respectively secured with a

<p dir="rtl">5 Interior edge reinforcement, reinforcement plate 307, available in both interior edges 301a and 301b.</p>

The 307 gussets are manufactured in figure 8 strand sawn plywood. Each reinforcement plate 307 is positioned against the outer space of the channel track web 308 C (made of cold-formed steel),

Each of which is attached in turn to the respective mounting edges of the floor members 200a and 200b, respectively.

<p dir="rtl">10 As shown in Figure 8.</p>

Alternatively, suitable hinge structures for connecting floor parts 300a and 300b are disclosed in U.S. non-provisional patent application No. 16/786,202 entitled “Enclosure

Component Perimeter Structures” by the same inventors and filed on the same date as the application in question. The contents of this US non-provisional patent application are used

Special “Enclosure Component Perimeter Structures” 15 No. 16/786.202 entitled

By the same inventors and filed on the same date as the application in question, by reference as if fully described herein, including in particular the articular structures described for example in Paragraphs 125-157 and shown in Figures 13A-15 thereof, and more specifically the articular structure described In paragraphs 125-135 and shown in Figures 13a-f. These structures can be used

<p dir="rtl">20 Hinge in addition to or in place of internal edge reinforcement material, as described above, and can also perform the function of hermetically sealing to prevent water ingress and environmental exposure.</p>

Baseboard and Perimeter Board

The outer edges of the floor component 300, or parts thereof, such as the outer edge of the floor portion 300b that lies along the first longitudinal edge 106 of the finished structure 150, may be provided with a base plate.

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310. In structure 151 Type 1 shown for example in FIG. 3a, the base plate 310 is shown attached in the flange direction to the outer edge of the floor portion 300b. Where the base plate 310 extends around the perimeter of the floor component 300, it is called the perimeter plate 312. The type 2 structure 152 shown for example in Figures 1b and 3b uses the perimeter plate 312. The vertical dimension (height) of the base plate 310 (including The circumferential plate is 312) thicker than

Floor component 300.

Floor Chases

Optionally, the floor foam panels 314 in the floor component 300 can be equipped with floor frames 319.

<p dir="rtl">10 Figure 7f presents the floor component 300 divided to reveal a representative floor frame assembly. Although shown in Figure 7f for the floor component 300 of the chassis 152 Type 2, the floor frames 319 may also be used in the floor component 300 of the chassis 151 Type 1, or in the floor component^{y yy}</p>

300 For any other structure 150 manufactured in accordance with this disclosure.

As shown in Figure 7F, a first set of elongated cylindrical paths, floor frames 15 319, are provided, spaced at regular intervals across the entire distance between the edges of the floor

The first and second transverses 120 and 118, disposed in a first direction generally parallel to the edges of the first and second transverse floors 120 and 118 and to each other. Each of these floor frames 319 extends over the distance between the base beams 320 located near the first and second longitudinal floor edges 117 and 119, respectively. A second set of floor frames 20 319 are also provided, spaced at regular intervals across the entire distance between the longitudinal floor edges

The first and second 117 and 119, which are placed in a second direction approximately perpendicular to the first direction

It is generally parallel to the first and second longitudinal floor edges 117 and 119 and to each other. Each of these floor frames 319 extends over the distance between the base beams 320 located near the first and second transverse floor edges 120 and 118, respectively. Form the first group

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The second is for floor frames spaced 319 accordingly in the grid of floor frames. The provision of floor frames 319 facilitates the routing of utility lines (e.g. for electrical power, lighting control, HVAC, HVAC control, security systems, etc.) to locations on the ceiling component 300 away from the wall component 200. The floor frame pieces are aligned at Floor portion of floor component 300 5 for connection when floor portions 300a and 300b are deployed to form a complete floor component 300.

Each floor frame 319 is preferably provided with a diameter sufficient to permit the installation of utility lines; For example, 2.54 to 5.08 cm (1 inch to 2 inches) in diameter. If one or more Floor Frames 319 are intended for use in gray or black water drainage, it is preferable that these Floor Frames be suitably sloped and Have an appropriate diameter

<p dir="rtl">10 To accommodate draining gray or black water, such as greater than 10.16 cm (4 in), such as about 15.24 cm (6 in). Floor frames 319 can be formed into floor foam panels 314 using a suitably positioned and offset circular hot wire In foam panels under panel surfaces, generally in the same manner as described above for wall framing.</p>

<p dir="rtl">15 Preferably, the floor frames 319 are positioned to be aligned and in contact with the wall frames 219 in the wall component 200. So, for example, if the wall frames 219 are spaced at approximately 73.7 cm (29 in.) intervals, then the The floor is spaced at approximately 73.7 cm (29 in) intervals. In the manner shown in Figures 7a-7b, each floor frame 319 intersects and connects with the vertically oriented walkway, the floor frame connector</p>

<p dir="rtl">20 372, which in turn connects to a special wall frame 219 through the perforated hole 291 in the floor plate.</p>

220 of the wall component 200. Therefore, this equipment provides each of the floor frames 319 with a utility line that directs access to the respective wall frame 219 and, in turn, to the utility service system 460 (in the particular embodiment shown, in-place ducts 471) and the ceiling frames 440. in a manner similar to that shown Above in relation to the wall frames 219, openings for the cuts in the floor component 300 can be formed

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For connection with floor frames 319, thereby providing access, for example, to electrical service at a plurality of locations via the floor component 200.

Enclosure Component Relationships and assembly for transportation

Assembly for Transport

<p dir="rtl">5 For ease of transportation and maximum design flexibility, it is preferable to have a defined dimensional relationship between the enclosure components.</p>

<p dir="rtl">Figure 2A shows a horizontal schematic view of the structure 151 Type 1 shown in Figure 1A, including a geometric vertical grid to illustrate an explanation of preferred dimensional relationships between the components of the closure device 155. The base length used to determine the dimensions is indicated by “e” in Figure 2A; The length of the vertical grid is</p>

<p dir="rtl">10 The assembly in Figure 2a24h is 12h wide, and shows the relative dimensions of the components.</p>

More specifically, in Figure 2a the two long wall components 200a are 24e long, and the two short wall components 200b are about 12e long. The roof parts 400A, 400B and 400C are each 24H long and 4H wide. The floor portions 300a and 300b of structure 151 type 1 are shown in Figures 2a and 3a. The floor components 300A and 300B are each 24" long; While he reaches

<p dir="rtl">15 The width of the floor component 300A is about 4H and the width of the floor component 300B is about 8H. y yy</p>

The typical charging unit 100 of the structure 151 type 1, shown in the edge direction in Figure 3a, generally includes a fixed space portion 102 defined by the roof component 400a, the floor component 300a, the long wall component 200a-r, and the two first wall portions 200b-1 of the wall components. Short 200b. As shown in Figure 2a, the remaining two parts of the wall components are folded

<p dir="rtl">20 The short 200b, and the second wall portion 200b-2, are inward and positioned against the fixed space portion 102 (identified in Figure 2a as the wall portion 200b-2f when folded and positioned in this manner). The three roof portions 400a, 400b, and 400c of the Type 1 structure 151 are shown in Figure 1A Figure 3A, a typical charging module 100 of a Type 1 chassis 151, shows the roof components 400b and 400c stacked on top of the roof component 400a that partially defines the fixed space portion.</p>

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<p dir="rtl">102. The long wall component 200a-p, shown in Figures 2a and 3a, is pivotally attached to the floor portion 300b at the horizontal axis location 105, and is positioned orthogonally against the outside of the second wall portion 200b-2. In turn, the floor portion 300b is positioned orally adjacent to the fixed space portion 102, with the long wall component 200a-a suspended from the floor portion 300b between the floor portion 5 300b and the second wall portion 200b-2.</p>

Sizing the enclosure components 155 of the Type 1 structure 151 according to the dimensional relationships disclosed above produces the compact charging module 100, as can be seen from Figs. Therefore, a typical charging unit 100, when dimensioned according to the relationships disclosed herein using dimension “e” (see Figure 2a) of approximately

<p dir="rtl">10 49.5 cm (19.5 in), and when stacked and positioned as shown in Figure 3a,</p>

It has an overall length of approximately 11.89 m (39 ft), an overall width of approximately 2.59 m (8.5 ft) and an overall height of approximately 3.87 m (12.7 ft). These overall dimensions are approximately the same or less than a typical shipping container.

Similarly, Figure 2B shows a horizontal schematic projection of the Type 2 finished structure 152 shown in 15 Figure 1B, including a geometric vertical grid to illustrate preferred dimensional relationships between its enclosure components 155. The base length used to determine dimensions is denoted by “e” in Figure 2b; The superimposed vertical grid in Figure 2b is approximately 8" in height and 8" in diameter.

More specifically, in Figure 2b the four wall components 200s are approximately 8a long, and 20 the roof sections 400a, 400b, and 400c are each approximately 8a long and 2.67a wide. The floor portions 300a and 300b of the final structure 152 are shown in Figures 2b and 3b. The floor components 300A and 300B each have a length of 8; While the width of the floor component 300A is about 3H, and the width of the floor component 300B is about 5H.

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The typical charging module 100 of chassis 152 type 2, shown in the edge direction in Figure 3b, also generally includes the fixed space portion 102 defined by the roof component 400a, floor component 300a, wall component 200a-r, wall portion 200s-1 and wall portion 200s -4. As shown in Figure 2b, the second wall portion 200s-2 is folded inward

<p dir="rtl">5 It is generally placed opposite the fixed space portion 102, while the third wall portion 200 s-3 is folded outward and generally placed opposite the second wall portion 200 s-2 (the wall portions 200 s-2 and 200 s-3 are designated, respectively, in Figure 2b as the parts 200 Q-2 and 200 Q-3 when folded and placed in this way) to form an accordion fold that includes as its elements the fixed space part 102, the second wall part 200 Q-2, and the third wall part 200 Q-3. The wall part is folded</p>

<p dir="rtl">10 The fifth 200s-5 is inward and positioned against the fixed space portion 102 (identified in Fig. 2b as the wall portion 200s-5f when folded and positioned in this manner). The three roof portions 400a, 400b, and 400c are shown deployed in Fig. 1b. Fig. 3b shows, Typical charges 100 of the structure 152 Type 2, the roof components 400b and 400c are stacked on the top of the roof component 400a which partially defines the fixed space portion 102. The wall component is pivotally fixed</p>

<p dir="rtl">15 200S-P, shown in Figures 2B and 3B, with floor portion 300B at the horizontal axis location</p>

105, and is placed vertically against the outside of wall sections 200S-3 and 200S-5. In turn, the floor portion 300b is placed orthostatically close to the fixed space portion 102, with the long wall component 200s-p suspended from the floor portion 300b between the floor portion 300b and the wall portions 200s-3 and 200s-5.

<p dir="rtl">20 Sizing the enclosure components 155 of the Type 2 structure 152 according to the dimensional relationships disclosed above produces the compact charging module 100, as can be seen from Figs. Therefore, the charging module 100 shown in Figure 3b, when dimensioned according to the relationships disclosed herein using dimension “e” (see Figure 2b) is approximately 73.7 cm (29 inches), and when its components are stacked and positioned as shown</p>

<p dir="rtl">25 In Figure 3b, it has an overall length of about 5.79 meters (19 ft), and an overall width of</p>

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Approximately 2.59 m (8.5 ft) and an overall height of approximately 3.87 m (12.7 ft). These overall dimensions are less than a typical shipping container.

The referenced geometric vertical grid also provides useful reference points for placing floor frames 319, wall frames 219 and ceiling frames 440. When these frames are placed e.g.

<p dir="rtl">5 The example has specific "e" spacer spacings that match the grid spacing used, easily placed while finishing the structure.</p>

The fixed space portion 102 is preferably in a relatively finished condition before all other wall, ceiling, and floor parts are put together (folded) as described above. This means that the fixed space portion 102 is preferably provided during manufacture with all mechanical and other functions required by the structure

<p dir="rtl">10 150, such as kitchens, bathrooms, laundry rooms, HVAC cabinets, stoves, wardrobes, and areas</p>

Storage, corridors, etc.

The temporary member 103 (shown in Figure 3a) provides support during charging of the Type 1 chassis 151 and is removed after connection (no similar temporary member is used to charge the Type 2 chassis 152). Preferably after the stator section 102 is finished to the desired condition, the Fold the remaining ingredients and place them

<p dir="rtl">15 corresponding to the fixed space portion 102 as described above. The components, folded and positioned in this manner, allow the builder, in effect, to assemble the final structure 150 simply by “unfolding” (deploying) the positioned components of the charging module 100.</p>

As represented by the long wall component 200a in Figure 5a, each of the wall, floor, and ceiling components 200, 300, and 400, and/or portions thereof, may be encased in a protective film 177 during

<p dir="rtl">20 manufacturing and prior to forming the charging module 100. Alternatively or additionally, the entire charging module 100 may be encased in a protective film. Thus, these thin protective covers provide a means of protecting the charging module 100 and components 200, 300, and 400 during charging. In addition to the protection they provide to the module and its components, these thin protective covers have the added benefit of increasing the components' resistance to such bending and torsional stresses as</p>

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It can occur during the transportation of components. These thin protective coverings are also a means of rigidifying the 200 wall component to improve its strength during transport and installation of the structure on the construction site. These thin protective covers should preferably remain in place until after the shipping module 100 is on the construction site, and then be removed as required to facilitate deployment and termination of the enclosure components.

<p dir="rtl">5 components.</p>

Shipping Module Transport

The module is shipped to the construction site by suitable means of transportation. One such means of transportation is disclosed in U.S. Patent Application No. 2019/0100127A1, filed on September 27, 2018, and in Int. Patent Application No. 2019/070485A1; whose contents are being used

<p dir="rtl">10 For reference, they are set forth in full herein, specifically as found in Paragraphs 0020-0035 and in Figures 1A-2D thereof. As an alternative means of transportation, the freight module 100 can be shipped to the construction site by a conventional truck trailer or a low bed trailer (also referred to as a low bed trailer).</p>

Structure Deployment and Finishing

<p dir="rtl">15 At a construction site, the charging module 100 is placed over its desired location, such as over a prepared foundation; For example poured concrete slab, poured concrete or gray block foundation, concrete beam, piers or columns. This may be accomplished by using a jack, either to lift the freight module 100 from the transport vehicle and move it to the desired location, or by placing the transport vehicle on top of the desired location, lifting the freight module 100, and then moving the transport vehicle from the location</p>

<p dir="rtl">20 desired, then lower the charging module 100 to a standing position in the desired location. Particularly suitable equipment and techniques for facilitating placement of the charging module 100 in the desired location are disclosed in non-provisional US Patent Application No. 16/786,315 entitled “</p>

Equipment and Methods for Erecting a Transportable Foldable Building

Structure” by the same inventors and filed on the same date as the application in question

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Use of the contents of this US Non-Provisional Patent Application No. 16/786,315 entitled “

Equipment and Methods for Erecting a Transportable Foldable Building

Structure” by the same inventors and filed on the same date as the application in question for reference as if it were described herein in its entirety, including in particular the equipment and techniques described at

<p dir="rtl">5 For example, in paragraphs 126-128 and in relation to Figures 11a and 11b thereof.</p>

After the cargo module 100 is placed on the construction site, the appropriate parts of the wall, floor, and ceiling components 200, 300, and 400 are “unfolded” (i.e., deployed) in accordance with the sequences described above to obtain the final structure 150.

For structure 151 type 1, deployment occurs (deployment of component and component part of the closure means).

<p dir="rtl">10 enclosure component) in the following sequence: (1) the floor portion 300b is centrically rotated about the horizontal axis 305 shown in Figure 3a to the deployed position, (2) the wall component 200a-z is centrically rotated about the horizontal axis 105 shown in Figure 3a to the deployed position Deployment, (3) the wall portions 200b-2 of the short wall components 200b are rotated centrically about the vertical axes 191 shown in Figure 2a to the deployed positions, (4) the</p>

<p dir="rtl">15 The roof 400b and 400c pivot around the horizontal axes 405a and 405b, respectively, to their respective deployment positions.</p>

For structure 152 Type 2, deployment occurs in the following sequence: (1) the floor portion 300b is centrically rotated about the horizontal axis 305 shown in Figure 3b to the deployed position, (2) the wall component 200b-z is centrically rotated about the horizontal axis 105 shown in Figure 3b In the form of

<p dir="rtl">20 3b (behind the perimeter panel 312) to the deployed position, (3) the wall portions 200S-2, 200S-3, and 200S-5 are rotated centrically about the vertical axes 192, 193, and 194, respectively, to the deployed positions, (4) and the ceiling portions 400B and 400C are rotated centrically around the horizontal axes 405a and 405b respectively to the deployment positions. A movable jack may be used to assist in the deployment of certain enclosure components 155, at</p>

<p dir="rtl">25 Specifically, the ceiling portions 400b and 400c, the floor portion 300b, as well as the wall component 200</p>

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centrically mounted on the floor portion 300b (200a-p for structure 151 Type 1, 200a-p for structure 152 Type 2). Alternatively, equipment and techniques particularly suitable for facilitating the deployment of closing device components 155 are disclosed in the U.S. patent application Other than temporary No. 16/786,315 entitled “Equipment and Methods for Erecting a Transportable.”

<p dir="rtl">5 "Foldable Building Structure" by the same inventors and filed on the same date as the application in question. The contents of this non-provisional US patent application No. 16/786,315 entitled "Equipment and Methods for Erecting a Transportable Foldable Building Structure" by the same inventors are used. Filed on the same date as the application in question for reference as if it had been fully explained here, including specifically</p>

<p dir="rtl">10 Equipment and techniques described, for example, in paragraphs 132-145 and illustrated in Figures 12a-14b thereof.</p>

Notably, the base plate 310 in appropriate locations acts as a “stop” to stop the deployment of a wall component or wall portion at its intended deployment location. So for example, the base plate 310 of FIG. 3A, showing structure 151 Type 1, stops the deployment of the long wall 15 200A-P shown in the figure, when the long wall 200A-P is fully deployed in the position

The desired RC. Likewise, the perimeter panel 312 in FIG. 3B, showing structure 152 type 2, performs a similar function with respect to wall 200S-P, and also with respect to wall portions 200S-2, 200S-3, and 200S-5. Furthermore, base plate 310 provides a structure for holding the deployed wall component in its deployed position; Thus, for example, a base plate is supplied

<p dir="rtl">20 310 in Figure 6a with spaced holes 311 through which fasteners can be inserted to secure the wall.</p>

The long 200A is in place.

After deployment, the enclosure components 155 are bolted together to form the final structure 150, shown in Figures 1a and 1b. If any temporary hinges are used, these temporary hinges can be removed if desired and vehicle components can be installed

<p dir="rtl">25 Closing 155 together. If certain structures are used surrounding the components of the closure means that are made</p>

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Disclosed in US Non-Provisional Patent Application No. 16/786,202 entitled

"Enclosure Component Perimeter Structures", by the same inventors and filed on the same date as the application in question, especially those described for example in paragraphs 121-157 and in Figures 15-12, certain terminations are performed with respect to such structures,

<p dir="rtl">5 As described here. The contents of US non-provisional patent application 16/786,202 entitled “Enclosure Component Perimeter Structures,” by the same inventors and filed on the same date as the application in question, are used by reference as if fully set forth herein, including in particular the terminations that It is performed in relation to the enclosure structures of the enclosure components, shown for example in paragraphs</p>

<p dir="rtl">10 179-182 and in Figures 13c, 13f, 14c, 14e, 15, and 17 thereof.</p>

After the closure device components 155 are deployed and installed, one or more preselected frames can be provided located in the wall components 200 (connecting wall and anchor frames 207 and 209), in the floor component 300 (floor frames 319) and in the ceiling component 400 (frames ceiling 440) with wires and connecting them to the appropriate utility line in the utility conduit 460, such as the electrical loop 208,

<p dir="rtl">15 As described above, the loop 208 may in turn be connected to the electrical utility consumer connection, thereby supplying power to the electrical service of the final structure 150.</p>

Before, during, or after deploying the installation of enclosure components 155, as desired, openings 202, 204 are cut for one or more doors and windows at desired locations in the wall components 200, and appropriate door and window assemblies are positioned and installed in

<p dir="rtl">20 Openings 202, 204. Additional municipal temporary connections for water and sewer lines are fabricated to complete structure 150, as appropriate herein.</p>

Building Configuration Options Building design options

As described above, any number of structures 150 may be placed together in a desired location, to obtain many different structural configurations. Internal stairs can be provided for these structures

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Multi-story during fabrication in the fixed space portion 102, with a suitable access opening inserted into the roof component 400, or may be added after installation. Likewise, the pitched roof and other architectural additions can be transported separately from the shipping module 100 or fabricated on site, and placed on the roof component 400 of the finished structure 150.

<p dir="rtl">5 For example, two or more end structures 150 can be mounted such that the wall component 200 of one structure is positioned adjacent to the wall component 200 of the other structure. The builder can then cut openings in these adjacent areas to connect the two structures according to the buyer's design choices. For example, Figure 10 shows the floor plan of three endframes 150A, 150B, and 150C, each of chassis 152 Type 2, placed side by side to yield a single housing unit with three</p>

<p dir="rtl">10 Rooms. The multi-layer laminated design of the sealing components provides enclosure</p>

155 components This flexibility of location to allow, in this specific case, the placement of window openings 204 in each wall component 200s, thus providing windows on all four sides of each room.

The end structures 150 can also be stacked, one on top of the other, to create multi-story structures. Using two Type 2 structures 152, Figure 11 shows the final structure 150E placed on top of

<p dir="rtl">15 The final structure is 150 D for a two-story structure. The multi-layer laminated design of the 155 enclosure components allows for a wide variety of customization options. Therefore, as shown in Figure 10, a manhole 203 is provided in addition to a door opening 202 on the first level, as well as a door opening 202 (not visible) on the second level, which is hollowed out via an external ladder 201. Specialized timber strips may be provided</p>

<p dir="rtl">20 418 On the upper surface of the roof 402 along the first and second longitudinal edges of the roof 406</p>

and 416, along the second transverse and first transverse roof edges 408 and 410, spaced as desired at selected intervals within the perimeter of such edges. These rafter strips 418, shown in Figure 6c, provide an air barrier between levels of the multi-storey structure. When necessary, a means may be used to stabilize the end structures stacked together 150 times

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Some, for example using steel reinforcement plates installed at spaced locations to connect the upper floor component 300 to the lower roof component 400.

Where four or more end structures 150 are stacked in a 2 x 2 array, their base plates 310 (shown in Figure 6a) if used in appropriate locations will rest on

<p dir="rtl">5 each other, thus providing space between adjacent end structures 150. For example, the base plate 310 can have a thickness of approximately 5.08 cm (2 in.) (the dimension parallel to the floor component 300). This thickness provides space between adjacent end structures 150 that It is about 10.16 cm (4 in) wide, which can be used to extend utility lines between floors, such as a vent pipe in a plumbing system (the underground main line used to discharge effluent) or</p>

<p dir="rtl">10 Main electrical lines. These elbow lines can be accessed as desired by forming slots in the shoulder beams 435 at appropriate locations.</p>

The foregoing detailed description is for illustration only and should not be considered a limitation of the invention, which is specified in the appended claims.

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