The present disclosure is directed to construction modules that can be rapidly assembled for use in the construction of a building framework. The module provides a system configured for rapidly erecting a building framework at a construction site or work site. Additionally, in some embodiments, the disassembled module can be stacked together with other modules for transporting multiple modules within a single transportation vehicle of standard over-the-road configuration.
In one aspect, a module for use in constructing a building, the module generally comprising a ceiling assembly. The module also includes wall assemblies configured for attachment to opposite sides of the ceiling assembly generally at tops of the wall assemblies. The module also includes a floor assembly configured for attachment generally to bottoms of the wall assemblies. The module also includes a plurality of connector plates attached to the wall assemblies and configured to receive fasteners for attaching the ceiling assembly and floor assembly to the wall assemblies to form a module. The module so formed is configured to be placed with other modules to form at least a portion of the building.
In another aspect, a module for use in constructing a building generally comprises a ceiling assembly including a plurality of ceiling units each including a plurality of ceiling members fixedly attached together such that each ceiling unit is a self-contained unit formed separately from any other ceiling unit. The ceiling units are operatively coupled to each other. The module also includes wall assemblies configured for attachment to opposite sides of the ceiling assembly generally at tops of the wall assemblies. The module also includes a floor assembly configured for attachment generally to bottoms of the wall assemblies. The ceiling assembly, wall assemblies, and floor assembly form a module configured to be placed with other modules to form at least a portion of the building.
In yet another aspect, a method of assembling a module for a building generally comprises attaching a first wall assembly to a first longitudinal side of a floor assembly generally at a bottom of the first wall assembly. A second wall assembly is attached to a second longitudinal side of the floor assembly generally at a bottom of the second wall assembly. A first ceiling unit is coupled to a second ceiling unit to at least in part form a ceiling assembly, where each of the ceiling units includes a plurality of ceiling members fixedly attached together. Each ceiling unit is a self-contained unit formed separately from any other ceiling unit. The ceiling assembly is attached generally to tops of the first and second wall assemblies.
In still another aspect, a method of building a modular building generally comprises fabricating modules at a manufacturing facility such that each module is made up of separate component parts. Loading the component parts onto a semi-trailer with the component parts separated from each other and arranged so that a width of the loaded components does not exceed a predetermined dimension. Transporting the component parts of the frame on the semi-trailer to a desired location. Assembling the component parts from the load on the semi-trailer to form at least part of one module. Transporting an assembled module to the construction site.
Other features of the present invention will be apparent from the following description.
Corresponding reference characters indicate corresponding parts throughout the several views of the drawings.
Referring to
The moveable connection between the wall assemblies 15 and the ceiling assembly 13 allows the wall assemblies to be quickly and easily unfolded from the collapsed state to the expanded (erected) state. As will be explained in greater detail below, once the ceiling assembly 13 is lifted, gravity helps the wall assemblies 15 to be rotated around a key bolt to configure the frame 11 from the collapsed state to the expanded state. Alternatively, the wall assemblies 15 may be movably attached to the floor assembly 17 (
Additionally, the ceiling assembly 13 and floor assembly 17 may have bracing straps 19 (
Referring to
In one embodiment, the top and bottom members 21, 23 may have a length L of between about 5 and about 60 feet. The length L of the top and bottom members 21, 23 may also define a length of the frame 11. In one embodiment, the first studs 25 may have a length or height of between about 6 and about 12 feet. A horizontal spacing between the first studs 25 may vary. In one embodiment, adjacent first studs are spaced between about 1 and about 72 inches apart. In one embodiment, the adjacent first studs are spaced between about 1 and about 11 inches apart. It will be understood that these dimensions are exemplary only, and that the components of the wall assemblies 15 may have other dimensions and spacings depending on the desired size and shape of the frame 11. In the illustrated embodiment, each of the top and bottom members 21, 23 and the second vertical members 27 have a hollow structural section that is rectangular in shape (built up box member or HSS tube section). However, the members could have other configurations without departing from the scope of the disclosure. For example, the members could comprise wide flange sections.
Optional extension cross members/bars 29 may extend from the top and bottom of the second vertical member 27 generally parallel to and away from the top and bottom members 21, 23, respectively (
Referring to
In the illustrated embodiment, each of the first and second beams 33A, 33B and the third rafters 35C have a hollow structural section that is rectangular in shape (built up box member or HSS tube section), and each of the first and second rafters 35A, 35B has a channel shape. In one embodiment, the first beams 33A are 6×4 inch HSS tube sections, the second beam 33B is an 8×6 inch HSS tube section, and the third rafters 35C are 6×21/8 inch HSS tube sections. The first beams 33A may also be a 4×4 HSS tube section, and the second beam 33B may be a 6×6 HSS tube section. The ceiling members could still have other configurations without departing from the scope of the disclosure. Diagonal straps 19 (
Referring to
In the illustrated embodiment, each of the first and second bars 41A, 41B and the third joists 43C have a hollow structural sections that are rectangular in shape (built up box member or HSS tube section), and each of the first and second joists 43A, 43B has a channel shape. In one embodiment, the first bars 41A are 8×4 inch HSS tube sections, the second bar 41B is an 8×8 inch HSS tube section, and the third joists 43C are 8×21/8 inch HSS tube sections. The second bar 41B may also be an 8×6 HSS tube section. The members could still have other configurations without departing from the scope of the disclosure.
Referring to
The connection plates 45 are arranged in pairs along the length of the beams 21, 23. In particular, the pairs of connection plates 45 are spaced such that each pair of connection plates 45 on the top members 21 is configured to receive one of the beams 33A, 33B on the ceiling assembly 13, and each pair of connection plates on the bottom members 23 are configured to receive one of the bars 41A, 41B on the floor assembly 17. Fasteners (e.g., bolts) 47 are received in the fastener holes of the connection plates 45 to attach the plates to the beams 33A, 33B on the ceiling assembly 13 and the bars 41A, 41B on the floor assembly 17. In one embodiment, the bolts 47 are slip critical bolts. Thus, the bolts 47 can be pre-tensioned to eliminate slippage once the frame 11 is erected. There are at least four pairs of connection plates 45 on each top and bottom member 21, 23. Thus, at least a total of 32 bolts are used to attach each top member 21 to one of the ceiling assembly 13 and each bottom member 23 to the floor assembly 17. It will be understood, however, that a different number of bolts may be used without departing from the scope of the disclosure. The attachment of the wall assemblies 15 to the ceiling assembly 13 and floor assembly 17 using the connection plates 45 creates a moment resisting column-to-beam type joint connection structure for resisting vertical moment loads.
Referring to
The right wall assembly 15 (when viewed from the end view of
The location and geometry of the pivot connections and other components of the frame are particularly configured to permit the frame to be collapsed without interference of the wall assemblies with any part of the ceiling assembly. Moreover, the components are sized and connected together so that the wall assemblies 15 may lie substantially flat one upon the other in the collapse position.
The collapsed ceiling and wall assemblies 13, 15 can then be placed on top of the horizontally oriented floor assembly 17 (
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The two ceiling units 120A, 120B allow the ceiling assembly 113 to be transported in separate connectable pieces to the construction site. For example, the ceiling units 120A, 120B can be stacked on top of each other and placed on a bed in a trailer. As a result, the total width of the ceiling assembly 113 in the transportation state will be less than the width of the ceiling assembly in the fully erected state. Additionally, the width of the ceiling assembly 113 in the transportation state will be less than the width, in the transportation state, of the ceiling assembly 13 of the previous embodiment. Therefore, the ceiling assembly 113 will more easily fit within a predetermined width. In one embodiment, the predetermined width is the width of the trailer of the truck allowing for transportation of the frame 111 without modification of a standard semi-trailer and/or without special permitting in most jurisdictions in the United States. Generally, the width of the entire unassembled frame 111 on the semi-trailer will be less than eight feet.
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When introducing elements of the present invention or the preferred embodiments(s) thereof, the articles “a”, “an”, “the” and “said” are intended to mean that there are one or more of the elements. The terms “comprising”, “including” and “having” are intended to be inclusive and mean that there may be additional elements other than the listed elements.
In view of the above, it will be seen that the several objects of the invention are achieved and other advantageous results attained.
As various changes could be made in the above constructions, products, and methods without departing from the scope of the invention, it is intended that all matter contained in the above description and shown in the accompanying drawings shall be interpreted as illustrative and not in a limiting sense.
A. A module or frame for use in constructing a building framework, the frame comprising a ceiling assembly, a pair of wall assemblies configured for attachment to opposite sides of the ceiling assembly at tops of the wall assemblies, and a floor assembly configured for attachment to a bottom of the wall assemblies.
AB. The module or frame as set forth in claim A wherein the frame is configurable in a collapsed state and an expanded state.
AC. The module or frame as set forth in claim AB wherein in the collapsed state wall members of the wall assemblies extend generally parallel to wall members of the ceiling assembly.
AD. The module or frame as set forth in either claim AB or AC wherein the wall assemblies are movable relative to one of the ceiling assembly and the floor assembly to configure the frame from the collapsed state to the expanded state.
AE. The module or frame as set forth in claim AD wherein the wall assemblies are pivotally attached to said one of the ceiling assembly and floor assembly in the collapsed state.
AF. The module or frame as set forth in claim AE wherein pivot points between the wall assemblies and the ceiling assembly and floor assembly are designed in such a way that the wall assemblies and one of the ceiling assembly and the floor assembly do not collide when collapsed or expanded.
AG. The module or frame as set forth in claim AF wherein a pivot point between a first wall assembly and one of the ceiling assembly and floor assembly is located higher than a pivot point between a second wall assembly and one of the ceiling assembly and floor assembly.
AH. The module or frame as set forth in any one of claims AD-AG wherein the wall assemblies pivot downward under the force of gravity as the ceiling assembly is raised.
AI. The module or frame as set forth in any one of claims AD-AH wherein the frame further comprises a cable extending between the ceiling assembly and one of the wall assemblies to control pivotal movement of the wall assembly when the ceiling assembly is elevated above the ground.
AJ. The module or frame as set forth in claim A wherein the frame further comprises connection plates fixedly attached to the wall assemblies for attaching the wall assemblies to the ceiling assembly and floor assembly.
AK. The module or frame as set forth in claim AJ wherein the connection plates are attached to one of the ceiling assembly and the floor assembly in the collapsed state such that one of the wall assemblies is disposed above the other wall assembly.
AL. The module or frame as set forth in either claim AJ or AK wherein the connection plates are arranged in pairs on the wall assemblies, each pair of connection plates being configured to receive a ceiling member of the ceiling assembly or a floor member of the floor assembly.
AM. The module or frame as set forth in any one of claims AJ-AL wherein the connection plates define fastener holes for receiving fasteners to attach the wall assemblies to the ceiling assembly and floor assembly.
AN. The module or frame as set forth in claim AM wherein at least four fasteners are used to attach the wall assemblies to said one of the ceiling assembly and floor assembly in the collapsed state.
B. A building framework assembly comprising a plurality of frames, each frame being configurable in a collapsed state for stacking the frames on top of each other.
BA. The building framework assembly as set forth in claim B wherein each frame comprises a ceiling assembly, a pair of wall assemblies, and a floor assembly, the wall assemblies being attached to one of the ceiling assembly and the floor assembly in the collapsed state.
BB. The building framework assembly as set forth in claim BA wherein the wall assemblies are free of attachment to the other of the ceiling assembly and floor assembly in the collapsed state.
BC. The building framework assembly as set forth in either one of claims BA or BB wherein at least four fasteners are used to attach the wall assemblies to said one of the ceiling assembly and floor assembly in the collapsed state.
BD. The building framework assembly as set forth in any one of claims BA-BC wherein the wall assemblies are pivotally attached to said one of the ceiling assembly and floor assembly in the collapsed state.
BE. The building framework assembly as set forth in any one of claims BB-BE wherein in the collapsed state wall members of the wall assemblies extend generally parallel to wall members of the ceiling assembly.
BF. The building framework assembly as set forth in claim BD or BE wherein floor members and ceiling members extend parallel to an axis of rotation about which a wall assembly pivots with respect to a ceiling assembly.
C. A method of building a modular building comprising the steps of: fabricating modules at a manufacturing facility such that each module is made up of separate component parts; loading the component parts onto a semi-trailer with the component parts separated from each other and arranged so that a width of the loaded components does not exceed a predetermined dimension; transporting the component parts of the frame on the semi-trailer to a desired location; and assembling the component parts from the load on the semi-trailer to form at least part of one module; and transporting an assembled module to the construction site.
CA. The method as set forth in claim C further comprising connecting the module to other modules to form at least part of the modular building.
CB. The method as set forth in claim C wherein a smallest transverse dimension of the module is less than eight feet.
CC. The method as set forth in claim C wherein the component parts are constructed for quick connection to form the module.
CD. The method as set forth in claim CC wherein the component parts are constructed for bolt-together connection to form the module.
This application claims priority to U.S. Provisional Patent Application Ser. No. 63/132,865, filed Dec. 31, 2020, and which is hereby incorporated by reference in its entirety.
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Entry |
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International Search Report and Written Opinion from PCT/US21/65663, dated Jun. 1, 2022, 18 pages. |
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20220205234 A1 | Jun 2022 | US |
Number | Date | Country | |
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63132865 | Dec 2020 | US |