US20060254161A1 - Method for constructing a building and resulting building - Google Patents
Method for constructing a building and resulting building Download PDFInfo
- Publication number
- US20060254161A1 US20060254161A1 US11/480,588 US48058806A US2006254161A1 US 20060254161 A1 US20060254161 A1 US 20060254161A1 US 48058806 A US48058806 A US 48058806A US 2006254161 A1 US2006254161 A1 US 2006254161A1
- Authority
- US
- United States
- Prior art keywords
- panel
- building section
- section according
- building
- relocatable
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 238000000034 method Methods 0.000 title abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 238000009434 installation Methods 0.000 claims description 20
- 239000004793 Polystyrene Substances 0.000 claims description 4
- 229920002223 polystyrene Polymers 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 239000002131 composite material Substances 0.000 claims description 3
- 238000009428 plumbing Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 24
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 239000004035 construction material Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000009413 insulation Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 239000002023 wood Substances 0.000 description 5
- 238000005304 joining Methods 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000003818 cinder Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34336—Structures movable as a whole, e.g. mobile home structures
Definitions
- Relocatable buildings have many wide ranging applications. Buildings of this type can be used to provide temporary and/or low cost shelter. In addition, the use of relocatable buildings can reduce the period of time necessary to erect a desired building. Relocatable buildings can be used by, for example, school systems as classroom buildings or on construction sites as temporary offices.
- relocatable buildings can be employed to solve long term needs of customers.
- School systems for example, can purchase several relocatable buildings to aid with population booms within the system.
- a certain district may have an overpopulation of elementary school students.
- the school system can place one or more relocatable buildings at the elementary schools with too many students.
- the school system can then relocate the buildings to the middle school in order to “follow the boom” of students.
- a school system can manage periodic shifts in populations without resorting to expensive, permanent school building renovation or expansion.
- relocatable buildings Due to the possibility that an individual or group may employ a relocatable building for an extended period of time, relocatable buildings preferably have a long life span and are of sturdy construction. Furthermore, certain applications necessitate additional performance criteria for the buildings. Also, certain jurisdictions may have building codes dealing with relocatable buildings, such as the ability to withstand high winds. Other considerations such as insulative properties, environmental impact, and weatherproofness influence the construction of relocatable buildings.
- the subject invention pertains to a method for constructing, transporting, and erecting buildings.
- the subject invention also relates to buildings which can be transported and erected at a desired site.
- specific embodiments of the subject invention can be relocatable.
- the subject method can provide for simplified construction of relocatable buildings, such as those used as temporary classrooms or on construction sites.
- the subject invention includes constructing a building section. Each building section can include a floor panel, a wall panel, end panels and roofing structures.
- the subject invention also provides for the joining of multiple building sections to form larger structures. Additionally, the subject construction method provides for structures which facilitate joining and separating the sections as needed for assembly or movement.
- the subject method and apparatus can be used to shorten the time and labor required both to initially construct a building and also to relocate the building as needed.
- those who employ relocatable buildings can move them from site to site with a less labor intensive process than before.
- the subject relocatable buildings can be relocated with a lifting machine such as a crane and a mode of transport such as a truck.
- the subject invention is advantageous in situations where, for example, a school system needs to adapt classroom capacity to the changing population of students within the system. Permanent renovations or additions to school buildings can be expensive and time consuming to implement, but by utilizing the subject relocatable buildings, school systems can shift classroom capacity inexpensively while still maintaining a high quality building for the students to use.
- FIG. 1 shows a building section in accordance with a specific embodiment of the subject invention.
- FIG. 2 shows a foundation layout in accordance with a specific embodiment of the subject invention.
- FIG. 3 shows the installation of a floor panel in accordance with a specific embodiment of the subject invention.
- FIG. 4 shows the installation and attachment of a wall panel in accordance with a specific embodiment of the subject invention.
- FIG. 5 shows the installation and attachment of end wall panels in accordance with a specific embodiment of the subject invention.
- FIG. 6 shows the installation and attachment of a reinforcing structure in accordance with a specific embodiment of the subject invention.
- FIG. 7 illustrates the installation of roofing support structures in accordance with a specific embodiment of the subject invention.
- FIG. 8 illustrates the installation of insulating roofing material in accordance with a specific embodiment of the subject invention.
- FIG. 9 illustrates an example of a building section with a roof attached in accordance with a specific embodiment of the subject invention.
- FIG. 10 illustrates a building section in accordance with the subject invention after installation of a second wall panel.
- FIG. 11 illustrates the attachment of two building sections to form a building module in accordance with a specific embodiment of the subject invention.
- FIG. 12 illustrates the installation of relocation bracing structures in accordance with a specific embodiment of the subject invention.
- FIG. 13 illustrates the lifting of one building section for transportation in accordance with a specific embodiment of the subject invention.
- FIG. 14 illustrates the attachment of transportation structures to the relocatable building sections and the lifting of one section for transportation in accordance with a specific embodiment of the subject invention.
- the subject invention pertains to a method for constructing, transporting, and erecting buildings.
- the subject invention also relates to buildings which can be transported and erected at a desired site.
- a specific embodiment of the subject invention can be relocatable.
- the subject invention is advantageous in situations where an individual or group, such as a school system or construction company, needs temporary, portable buildings which can easily be constructed and broken down for transportation to a new site.
- the subject method utilizes durable construction materials to comply with building codes and withstand the rigors of years of service in a variety of environmental conditions in addition to providing rapid construction and relocation benefits.
- a building section built according to the subject invention is constructed at a centralized manufacturing site.
- the individual building sections can then be transported to the installation site where minimal reassembly is required prior to occupancy.
- a centralized manufacturing site allows for labor usage to be maximized and used more efficiently than constructing each relocatable building at the installation site from the ground up. It is important to note that the specific embodiment described herein relates to a relocatable building consisting of two separable sections which can be broken down and transported. It is understood that a building in accordance with the subject invention can be made from any number, or combination, of sections without deviating from the spirit of the invention.
- FIG. 1 illustrates a building section 1 in accordance with an embodiment of the subject invention.
- the desired building section 1 size and capacity should be determined.
- a preferred first step in construction of a building section 1 is forming a foundation layout 2 of appropriate size.
- the foundation layout is made from concrete high-strength shim blocks 3 , but any suitable material such as masonry blocks, wooden blocks or cinder blocks can be used without affecting the functionality of the invention.
- a foundation layout 2 suitable for construction can be any relatively hard and flat surface, such as packed soil, which is suitable for supporting the weight of the building section. Concrete block-out can be incorporated into the foundation layout 2 for transportation of structure.
- a floor panel 5 can be installed onto the foundation layout 2 as illustrated in FIG. 3 . If desired, the floor panel 5 can be temporarily secured to the foundation layout 2 for added stability during the construction process.
- the floor panel 5 can be constructed of any durable material such as poured concrete, plywood, or plastic.
- the floor panel is constructed of 71 ⁇ 4′′ reinforced concrete panels which also have polystyrene insulation embedded during construction. Additionally, relocation notches 6 , lifting insert 5 a, attachment 12 , and plumbing opening 5 b can be incorporated into the floor panel 5 during manufacture.
- a wall panel 9 can be installed following the installation of the floor panel 5 .
- the wall panel 9 can include openings 10 and roof supporting structure mounts/lifting embedments 11 . Openings 10 can be installed for doors, windows, louvers or any other building access commonly needed in buildings of the type being constructed.
- the roof supporting structures can be used to provide anchoring points for roof supports such as beams, straps or rods.
- the wall panel 9 is preferably constructed of a strong, durable building material such as poured concrete, wood or plastic. Most preferably, the wall panel 9 is constructed from a reinforced concrete-polystyrene composite, such as INSULWALLTM to provide a greater degree of high wind load resisting weatherproof performance and energy efficiency.
- the wall panel 9 can be attached to the floor panel 5 through any attachment structure 12 commonly used to join similar building materials such as straps, bolts, or welding. However, the most preferred embodiment uses several welded brackets to attach the wall panel 9 to the floor panel 5 .
- relocation bracing points 13 can be embedded in the wall panel 9 to supply anchoring points for aiding in lifting and transporting the building section 1 .
- Installation bracing 9 a can be installed to support wall panel during installation.
- End panels 15 can be installed and attached to the floor panel 5 and the wall panel 9 .
- End panels 15 can be attached to the floor panel 5 and wall panel 9 in a similar fashion to the attachment previously described in attaching the wall panel 9 to the floor panel 5 .
- End panels 15 can include openings 17 to allow access to the building section 1 . Such openings 17 can facilitate, for example, duct installation, venting or electrical access to the building section 1 .
- the end panels 15 can also include relocation bracing points 13 embedded in the end panels 15 . The relocation bracing points 13 can provide additional anchoring points for lifting and transporting the building 1 . If preferred, end panels 15 can be installed prior to wall panel 9 , as would be apparent to one skilled in the art.
- FIG. 6 shows the attachment of a reinforcing structure 19 which can be used to support the roof 25 of the building section 1 .
- the reinforcing structure 19 can take the shape of any suitable structure, such as a bar joist, a truss, steel beam, concrete beam, or wood beam.
- the reinforcing structure 19 can be made from any suitable material such as steel, wood or plastic and attached to the end panels 15 through suitable attachment methods as previously described.
- the reinforcing structure 19 is made from steel and welded to the end panels 15 .
- Any number of reinforcing structures 19 can be used in construction of the building section 1 without affecting functionality, but preferably there is a floor panel to reinforcing structure ratio of 1:1.
- FIG. 7 illustrates a building section 1 with sub-purlin roof supports 21 and X-bracing roof supports 22 installed according to a specific embodiment of the subject invention.
- roof supports 21 and 22 can be constructed from any suitable material such as steel, plastic or wood.
- sub-purlin roof supports 21 and X-bracing roof supports 22 are made from steel and are secured between either the reinforcing structure 19 and a wall panel 9 or between the reinforcing structure 19 and an end panel 15 .
- the roof supports 21 and 22 can be secured to the roof supporting structure mounts 11 embedded in the wall panel 9 .
- an insulation cover 23 can be optionally installed over the roof supports 21 .
- FIG. 8 shows a preferred example of a suitable insulation cover 23 .
- the insulation cover 23 can be constructed of any material suitable for building insulation such as polystyrene, vinyl vapor retarder film or vinyl vapor laminate.
- the roof 25 can be attached over the building section 1 as shown in FIG. 9 . If no insulation cover 23 is utilized, the roof 25 can be installed directly to supports 21 and 22 .
- the roof 25 can be made from any suitable weatherproof roofing material such as reinforced concrete, composite deck, aluminum, steel, or traditional shingles.
- the building section 1 of the subject invention can be prepared for transportation and installation at a new site in a short period of time and without an excess of labor intensive activity.
- the present invention provides a wide degree of flexibility of configurations.
- the uncovered side of the building section 1 can be used to communicate with, for example, another wall panel 9 or another building section 1 .
- a second wall panel 9 can be attached to the floor panel 5 , end panels 15 and reinforcing structure 19 .
- the second wall panel 9 can be attached to the floor panel 5 , end panels 15 and reinforcing structure 19 in a similar manner as was previously described. In this fashion, a fully enclosed building can be fabricated from a building section 1 through one attachment step.
- the shape and size of the wall panels 9 does not affect the functionality of the subject invention.
- both wall panels 9 may be of equal size, or, of differing size as illustrated in FIG. 10 .
- two or more building sections 1 may be combined in order to construct a building module 33 of increased size.
- two building sections 1 , A and B can be attached to form a building module 33 twice the size of a single building section 1 .
- a corresponding foundation layout 2 is preferably formed in advance. Onto this foundation layout 2 the two building sections A and B can be lowered by a lifting machine, such as a crane. Each individual building section A and B can then be attached to the foundation layout 2 as described in the construction of a building section 1 .
- Each building section A and B can then be attached to each other, floor panel S to floor panel 5 , end panels 15 to end panels 15 .
- a ridge cover plate 27 can be attached across the roof seam, providing a weatherproof barrier.
- a larger building module 33 can be constructed from the joining of multiple building sections 1 .
- the construction of a building module 33 can begin with both building sections A and B being constructed simultaneously, in accordance with the methods provided in the subject invention, on a foundation layout 2 of appropriate size.
- a method of preparing a building section 1 for transportation is also discussed.
- a first step in preparing a building section 1 for transportation is to attach relocation bracing structures 29 to the building section 1 by using the embedded relocation bracing points 13 located in the wall panel 9 , floor panel 5 and the end panels 15 .
- the relocation bracing structures 29 can be made of any material suitable to support a building section 1 , such as steel or wood.
- the relocation bracing structures 29 can be attached to the wall panel 9 , floor panel 5 and/or end panels 15 through any appropriate attachment means, such as a welding, straps, or bolts.
- the floor panel 5 is preferably detached from the foundation layout 2 prior to transportation.
- a building section 1 has been prepared for transportation by the installation of relocation bracing structures 29 .
- transportation structures 31 can be used to lift the building section 1 from the foundation layout 2 .
- the transportation structures 31 can attach to and/or around the floor panel 5 of the building section 1 by means of the relocation notches 6 .
- the transportation structures 31 can be constructed of any material commonly used to lift heavy equipment, such as steel and can include straps, belts or beams.
- a crane or any other suitable machine for lifting can be employed to lift the building section 1 from the foundation layout 2 and onto, for example, an awaiting flat bed truck or train car. The truck or train can then transport the building section 1 to the relocation site for reassembly.
- FIG. 14 shows a building module 33 having building section B being lifted away for relocation while section A is prepared for lifting.
- the foundation layout 2 will remain in place. At this point, the foundation layout 2 can be used to construct another building module 33 or can be removed and shipped to the relocation site for installation.
- the sections can then be reassembled to prepare the building module 33 for occupancy.
- the foundation layout 2 generally, although not necessarily, a different foundation layout 2 than the one located at the construction site can be formed.
- the separate sections A and B can be lowered into place and relocation braces 29 removed.
- the ridge cover plate 27 can be reinstalled and the building module 33 is ready to be attached to the foundation layout 2 and for finishing preparations such as carpeting, air conditioning and electricity to be installed prior to occupancy.
- a similar method can be utilized in installing a single building section 1 .
- the foundation layout 2 corresponding to the building section 1 can be formed and the single building section 1 can be lowered onto the foundation layout 2 .
- the building section 1 can then be attached to the foundation layout 2 and the final wall panel 9 can be secured in place, if not already attached prior to transportation.
- the finished building can then be prepared for occupancy as described above.
Abstract
The subject invention pertains to a method for constructing, transporting and erecting buildings. The subject invention also relates to buildings which can be transported and erected at a desired site. Advantageously, a specific embodiment of the subject invention can be relocatable. The subject invention is advantageous in situations where an individual or group, such as a school system or construction company, needs temporary, portable buildings which can easily be constructed and broken down for transportation to a new site. In a specific embodiment, the subject method utilizes durable construction materials to comply with building codes and withstand the rigors of years of service in a variety of environmental conditions in addition to providing rapid construction and relocation benefits.
Description
- The present application is a continuation of U.S. patent application Ser. No. 10/096,011, filed Mar. 11, 2002, which claims the benefit of U.S. Provisional Application No. 60/274,890, filed Mar. 9, 2001, both of which are hereby incorporated by reference herein in their entirety, including any figures, tables, or drawings.
- Relocatable buildings have many wide ranging applications. Buildings of this type can be used to provide temporary and/or low cost shelter. In addition, the use of relocatable buildings can reduce the period of time necessary to erect a desired building. Relocatable buildings can be used by, for example, school systems as classroom buildings or on construction sites as temporary offices.
- In addition to providing useful temporary shelter, relocatable buildings can be employed to solve long term needs of customers. School systems, for example, can purchase several relocatable buildings to aid with population booms within the system. In a school system, a certain district may have an overpopulation of elementary school students. The school system can place one or more relocatable buildings at the elementary schools with too many students. When the elementary school students move on to middle school, the school system can then relocate the buildings to the middle school in order to “follow the boom” of students. In this fashion, a school system can manage periodic shifts in populations without resorting to expensive, permanent school building renovation or expansion.
- Due to the possibility that an individual or group may employ a relocatable building for an extended period of time, relocatable buildings preferably have a long life span and are of sturdy construction. Furthermore, certain applications necessitate additional performance criteria for the buildings. Also, certain jurisdictions may have building codes dealing with relocatable buildings, such as the ability to withstand high winds. Other considerations such as insulative properties, environmental impact, and weatherproofness influence the construction of relocatable buildings.
- Traditional methods of constructing relocatable buildings include prefabricating portions of the building, transporting the portions to the construction site and putting the building together from the ground up. These traditional methods tend to be time consuming and require extensive labor to be located at the building site. Additionally, in order to relocate the building, an owner must employ a construction crew to tear-down the building and prepare it for transportation and reconstruction at the new site.
- Accordingly, there is a need for a method for relocatable buildings which provides for a building to be constructed quickly and easily. There is also a need for a method of constructing a relocatable building which can be easily transported by a small group of workers rather than a full construction crew. Further, there is a need for a method of constructing a relocatable building combining the speed and simplicity of construction with quality material which will stand up to the environment for years to come and satisfy applicable building regulations.
- The subject invention pertains to a method for constructing, transporting, and erecting buildings. The subject invention also relates to buildings which can be transported and erected at a desired site. Advantageously, specific embodiments of the subject invention can be relocatable. The subject method can provide for simplified construction of relocatable buildings, such as those used as temporary classrooms or on construction sites. In a specific embodiment, the subject invention includes constructing a building section. Each building section can include a floor panel, a wall panel, end panels and roofing structures. The subject invention also provides for the joining of multiple building sections to form larger structures. Additionally, the subject construction method provides for structures which facilitate joining and separating the sections as needed for assembly or movement.
- The subject method and apparatus can be used to shorten the time and labor required both to initially construct a building and also to relocate the building as needed. By using the subject invention, those who employ relocatable buildings can move them from site to site with a less labor intensive process than before. The subject relocatable buildings can be relocated with a lifting machine such as a crane and a mode of transport such as a truck.
- The subject invention is advantageous in situations where, for example, a school system needs to adapt classroom capacity to the changing population of students within the system. Permanent renovations or additions to school buildings can be expensive and time consuming to implement, but by utilizing the subject relocatable buildings, school systems can shift classroom capacity inexpensively while still maintaining a high quality building for the students to use.
-
FIG. 1 shows a building section in accordance with a specific embodiment of the subject invention. -
FIG. 2 shows a foundation layout in accordance with a specific embodiment of the subject invention. -
FIG. 3 shows the installation of a floor panel in accordance with a specific embodiment of the subject invention. -
FIG. 4 shows the installation and attachment of a wall panel in accordance with a specific embodiment of the subject invention. -
FIG. 5 shows the installation and attachment of end wall panels in accordance with a specific embodiment of the subject invention. -
FIG. 6 shows the installation and attachment of a reinforcing structure in accordance with a specific embodiment of the subject invention. -
FIG. 7 illustrates the installation of roofing support structures in accordance with a specific embodiment of the subject invention. -
FIG. 8 illustrates the installation of insulating roofing material in accordance with a specific embodiment of the subject invention. -
FIG. 9 illustrates an example of a building section with a roof attached in accordance with a specific embodiment of the subject invention. -
FIG. 10 illustrates a building section in accordance with the subject invention after installation of a second wall panel. -
FIG. 11 illustrates the attachment of two building sections to form a building module in accordance with a specific embodiment of the subject invention. -
FIG. 12 illustrates the installation of relocation bracing structures in accordance with a specific embodiment of the subject invention. -
FIG. 13 illustrates the lifting of one building section for transportation in accordance with a specific embodiment of the subject invention. -
FIG. 14 illustrates the attachment of transportation structures to the relocatable building sections and the lifting of one section for transportation in accordance with a specific embodiment of the subject invention. - The subject invention pertains to a method for constructing, transporting, and erecting buildings. The subject invention also relates to buildings which can be transported and erected at a desired site. Advantageously, a specific embodiment of the subject invention can be relocatable. The subject invention is advantageous in situations where an individual or group, such as a school system or construction company, needs temporary, portable buildings which can easily be constructed and broken down for transportation to a new site. In a specific embodiment, the subject method utilizes durable construction materials to comply with building codes and withstand the rigors of years of service in a variety of environmental conditions in addition to providing rapid construction and relocation benefits.
- A preferred method of constructing a building according to the subject invention is now discussed. Most preferably, a building section built according to the subject invention is constructed at a centralized manufacturing site. The individual building sections can then be transported to the installation site where minimal reassembly is required prior to occupancy. A centralized manufacturing site allows for labor usage to be maximized and used more efficiently than constructing each relocatable building at the installation site from the ground up. It is important to note that the specific embodiment described herein relates to a relocatable building consisting of two separable sections which can be broken down and transported. It is understood that a building in accordance with the subject invention can be made from any number, or combination, of sections without deviating from the spirit of the invention.
-
FIG. 1 illustrates abuilding section 1 in accordance with an embodiment of the subject invention. In order to begin construction, the desiredbuilding section 1 size and capacity should be determined. Referring toFIG. 2 , a preferred first step in construction of abuilding section 1 is forming afoundation layout 2 of appropriate size. Preferably, the foundation layout is made from concrete high-strength shim blocks 3, but any suitable material such as masonry blocks, wooden blocks or cinder blocks can be used without affecting the functionality of the invention. Alternatively, afoundation layout 2 suitable for construction can be any relatively hard and flat surface, such as packed soil, which is suitable for supporting the weight of the building section. Concrete block-out can be incorporated into thefoundation layout 2 for transportation of structure. - Following the construction of the
foundation layout 2, afloor panel 5 can be installed onto thefoundation layout 2 as illustrated inFIG. 3 . If desired, thefloor panel 5 can be temporarily secured to thefoundation layout 2 for added stability during the construction process. Thefloor panel 5 can be constructed of any durable material such as poured concrete, plywood, or plastic. Preferably, the floor panel is constructed of 7¼″ reinforced concrete panels which also have polystyrene insulation embedded during construction. Additionally,relocation notches 6, liftinginsert 5 a,attachment 12, andplumbing opening 5 b can be incorporated into thefloor panel 5 during manufacture. - As shown in
FIG. 4 , awall panel 9 can be installed following the installation of thefloor panel 5. Thewall panel 9 can includeopenings 10 and roof supporting structure mounts/liftingembedments 11.Openings 10 can be installed for doors, windows, louvers or any other building access commonly needed in buildings of the type being constructed. The roof supporting structures can be used to provide anchoring points for roof supports such as beams, straps or rods. Thewall panel 9 is preferably constructed of a strong, durable building material such as poured concrete, wood or plastic. Most preferably, thewall panel 9 is constructed from a reinforced concrete-polystyrene composite, such as INSULWALL™ to provide a greater degree of high wind load resisting weatherproof performance and energy efficiency. Thewall panel 9 can be attached to thefloor panel 5 through anyattachment structure 12 commonly used to join similar building materials such as straps, bolts, or welding. However, the most preferred embodiment uses several welded brackets to attach thewall panel 9 to thefloor panel 5. Importantly, relocation bracing points 13 can be embedded in thewall panel 9 to supply anchoring points for aiding in lifting and transporting thebuilding section 1. Installation bracing 9 a can be installed to support wall panel during installation. - Following installation of the
wall panel 9, as shown inFIG. 5 , a pair ofend panels 15 can be installed and attached to thefloor panel 5 and thewall panel 9.End panels 15 can be attached to thefloor panel 5 andwall panel 9 in a similar fashion to the attachment previously described in attaching thewall panel 9 to thefloor panel 5.End panels 15 can includeopenings 17 to allow access to thebuilding section 1.Such openings 17 can facilitate, for example, duct installation, venting or electrical access to thebuilding section 1. Theend panels 15 can also include relocation bracing points 13 embedded in theend panels 15. The relocation bracing points 13 can provide additional anchoring points for lifting and transporting thebuilding 1. If preferred,end panels 15 can be installed prior towall panel 9, as would be apparent to one skilled in the art. -
FIG. 6 shows the attachment of a reinforcingstructure 19 which can be used to support theroof 25 of thebuilding section 1. The reinforcingstructure 19 can take the shape of any suitable structure, such as a bar joist, a truss, steel beam, concrete beam, or wood beam. The reinforcingstructure 19 can be made from any suitable material such as steel, wood or plastic and attached to theend panels 15 through suitable attachment methods as previously described. Preferably, the reinforcingstructure 19 is made from steel and welded to theend panels 15. Any number of reinforcingstructures 19 can be used in construction of thebuilding section 1 without affecting functionality, but preferably there is a floor panel to reinforcing structure ratio of 1:1. -
FIG. 7 illustrates abuilding section 1 with sub-purlin roof supports 21 and X-bracing roof supports 22 installed according to a specific embodiment of the subject invention. Such a combination ofsub-purlin 21 and X-bracing 22 roof supports can be used to enhance the structural stability of the roof. Roof supports 21 and 22 can be constructed from any suitable material such as steel, plastic or wood. Preferably, sub-purlin roof supports 21 and X-bracing roof supports 22 are made from steel and are secured between either the reinforcingstructure 19 and awall panel 9 or between the reinforcingstructure 19 and anend panel 15. When attachments are made to thewall panel 9, the roof supports 21 and 22 can be secured to the roof supporting structure mounts 11 embedded in thewall panel 9. - To increase energy efficiency, an
insulation cover 23 can be optionally installed over the roof supports 21.FIG. 8 shows a preferred example of asuitable insulation cover 23. Theinsulation cover 23 can be constructed of any material suitable for building insulation such as polystyrene, vinyl vapor retarder film or vinyl vapor laminate. - Once an
appropriate insulation cover 23, is installed, theroof 25 can be attached over thebuilding section 1 as shown inFIG. 9 . If noinsulation cover 23 is utilized, theroof 25 can be installed directly tosupports roof 25 can be made from any suitable weatherproof roofing material such as reinforced concrete, composite deck, aluminum, steel, or traditional shingles. - Thus, a method for constructing a
building section 1 according to the subject invention has been described. Additionally, thebuilding section 1 of the subject invention can be prepared for transportation and installation at a new site in a short period of time and without an excess of labor intensive activity. - To prepare a
building section 1 for occupancy, the present invention provides a wide degree of flexibility of configurations. The uncovered side of thebuilding section 1 can be used to communicate with, for example, anotherwall panel 9 or anotherbuilding section 1. In one embodiment, as shown inFIG. 10 , asecond wall panel 9 can be attached to thefloor panel 5,end panels 15 and reinforcingstructure 19. Thesecond wall panel 9 can be attached to thefloor panel 5,end panels 15 and reinforcingstructure 19 in a similar manner as was previously described. In this fashion, a fully enclosed building can be fabricated from abuilding section 1 through one attachment step. It is understood that the shape and size of thewall panels 9 does not affect the functionality of the subject invention. For example, bothwall panels 9 may be of equal size, or, of differing size as illustrated inFIG. 10 . - In another specific embodiment, two or
more building sections 1 may be combined in order to construct abuilding module 33 of increased size. For example, as illustrated inFIG. 11 , twobuilding sections 1, A and B can be attached to form abuilding module 33 twice the size of asingle building section 1. In order to form a larger building, acorresponding foundation layout 2 is preferably formed in advance. Onto thisfoundation layout 2 the two building sections A and B can be lowered by a lifting machine, such as a crane. Each individual building section A and B can then be attached to thefoundation layout 2 as described in the construction of abuilding section 1. Each building section A and B can then be attached to each other, floor panel S tofloor panel 5,end panels 15 to endpanels 15. The panel attachment is preferably done through welding, although other means of joining the building sections A and B will be apparent to those skilled in the art. Preferably, after all panels have been attached, aridge cover plate 27 can be attached across the roof seam, providing a weatherproof barrier. Thus, alarger building module 33 can be constructed from the joining ofmultiple building sections 1. Alternatively, the construction of abuilding module 33 can begin with both building sections A and B being constructed simultaneously, in accordance with the methods provided in the subject invention, on afoundation layout 2 of appropriate size. - In order to prepare a
building section 1, as shown inFIG. 1 , for transportation to a new site, a method of preparing abuilding section 1 for transportation is also discussed. As shown inFIG. 12 , a first step in preparing abuilding section 1 for transportation is to attachrelocation bracing structures 29 to thebuilding section 1 by using the embedded relocation bracing points 13 located in thewall panel 9,floor panel 5 and theend panels 15. Therelocation bracing structures 29 can be made of any material suitable to support abuilding section 1, such as steel or wood. Therelocation bracing structures 29 can be attached to thewall panel 9,floor panel 5 and/or endpanels 15 through any appropriate attachment means, such as a welding, straps, or bolts. Thefloor panel 5 is preferably detached from thefoundation layout 2 prior to transportation. Thus, as shown in a view of abuilding section 1 inFIG. 12 , abuilding section 1 has been prepared for transportation by the installation ofrelocation bracing structures 29. - As shown in
FIG. 13 , to physically move thebuilding section 1 to another site,transportation structures 31 can be used to lift thebuilding section 1 from thefoundation layout 2. Thetransportation structures 31 can attach to and/or around thefloor panel 5 of thebuilding section 1 by means of therelocation notches 6. Thetransportation structures 31 can be constructed of any material commonly used to lift heavy equipment, such as steel and can include straps, belts or beams. Thus, a crane or any other suitable machine for lifting, can be employed to lift thebuilding section 1 from thefoundation layout 2 and onto, for example, an awaiting flat bed truck or train car. The truck or train can then transport thebuilding section 1 to the relocation site for reassembly. - When a
building module 33 has been constructed, a similar process of transportation preparation can be used. When preparing abuilding module 33 for transportation, theridge cover plate 27, if installed, is preferably removed first to ease the separation of thedifferent building sections 1.FIG. 14 shows abuilding module 33 having building section B being lifted away for relocation while section A is prepared for lifting. In this specific embodiment, once building sections A and B are lifted away, thefoundation layout 2 will remain in place. At this point, thefoundation layout 2 can be used to construct anotherbuilding module 33 or can be removed and shipped to the relocation site for installation. - Once the separate building sections A and B arrive at the relocation site, the sections can then be reassembled to prepare the
building module 33 for occupancy. Thefoundation layout 2, generally, although not necessarily, adifferent foundation layout 2 than the one located at the construction site can be formed. Next, the separate sections A and B can be lowered into place and relocation braces 29 removed. Once thetransportation structures 31 and the relocation braces 29 are removed, theridge cover plate 27 can be reinstalled and thebuilding module 33 is ready to be attached to thefoundation layout 2 and for finishing preparations such as carpeting, air conditioning and electricity to be installed prior to occupancy. A similar method can be utilized in installing asingle building section 1. Thefoundation layout 2 corresponding to thebuilding section 1 can be formed and thesingle building section 1 can be lowered onto thefoundation layout 2. Thebuilding section 1 can then be attached to thefoundation layout 2 and thefinal wall panel 9 can be secured in place, if not already attached prior to transportation. The finished building can then be prepared for occupancy as described above. - All patents, patent applications, provisional applications, and publications referred to or cited herein are incorporated by reference in their entirety, including all figures and tables, to the extent they are not inconsistent with the explicit teachings of this specification.
- It should be understood that the example and embodiments described herein are for illustrative purposes only and that various modifications or changes in light thereof will be suggested to persons skilled in the art and are to be included within the spirit and purview of this application and the scope of the appended claims.
Claims (20)
1. A relocatable building section, comprising:
a floor panel;
a wall panel attached to a first side of the floor panel;
a first end panel attached to a first end of the floor panel and attached to the wall panel; a second end panel attached to a second end of said floor panel and attached to the wall panel.
2. The relocatable building section according to claim 1 , further comprising:
a reinforcing structure attached to the first and second end panels, wherein a first end of the reinforcing structure is attached to the first end panel and a second end of the reinforcing structure is attached to the second end panel.
3. The relocatable building section according to claim 2 , further comprising:
a roof support structure between the reinforcing structure and the wall panel.
4. The relocatable building section according to claim 2 , further comprising:
additional roof support structures between the first end panel and the second end panel.
5. The relocatable building section according to claim 3 , further comprising:
a roof structure attached to the first end panel, the second end panel, and the wall panel.
6. The relocatable building section according to claim 2 , further comprising:
wherein the building section has an open face defined by the reinforcing structure, the first end panel, the second end panel, and the floor panel.
7. The relocatable building section according to claim 1 , further comprising:
a second wall panel attached to a second side of said floor panel, the first end panel, and the second end panel.
8. The relocatable building section according to claim 1 , wherein the floor panel comprises reinforced concrete.
9. The relocatable building section according to claim 1 , wherein at least one of the wall panel, the first end panel, and the second end panel comprise reinforced concrete.
10. The relocatable building section according to claim 9 , wherein at least one of the wall panel, the first end panel, and the second end panel comprise a polystyrene composite.
11. The relocatable building section according to claim 1 , wherein the floor panel comprises relocation notches, wherein the relocation notches allow for attachment of transportation structures, wherein lifting the transportation structures lifts the relocatable building section.
12. The relocatable building section according to claim 1 , wherein the wall panel comprises at least one bracing structure corresponding at least one installation brace during installation, wherein the at least one bracing structure is attached to at least two of the floor panel, the wall panel, the first end panel, and the second end panel.
13. The relocatable building section according to claim 3 , wherein the roof support structure comprise X-bracing roof supports.
14. The relocatable building section according to claim 1 , further comprising a plumbing opening in the floor panel.
15. The relocatable building section according to claim 1 , further comprising of one or more building access openings on the wall panel and the first and second end panels.
16. An interconnectable building section, comprising:
a floor panel having a first end and a second end;
a wall panel, wherein the wall panel connects to the floor panel lengthwise from the first end of the floor panel to the second end of the floor panel;
a first end panel, wherein the first end panel connects to the first end of the floor panel;
a second end panel, wherein the second end panel connects to the second end of the floor panel,
wherein the first end panel connects to an end of the wall panel and the second end panel connects to an opposite end of the wall panel.
17. An interconnectable building section according to claim 16 , further comprising:
a reinforcing structure, wherein a first end of the reinforcing structure connects to the first end panel and a second end of the reinforcing structure connects to the second end panel.
18. An interconnectable building section according to claim 17 , further comprising:
a plurality of roof support structures, wherein at least a portion of the plurality of roof support structures connect to the reinforcing structure and to the wall panel.
19. An interconnectable building section according to claim 13 , further comprising:
a roof structure, wherein the roof structure attaches to the first end panel, the second end panel, and the wall panel.
20. An interconnectable building section according to claim 17 ,
wherein an open face is defined by a side of the floor panel opposing the wall panel, a side of the first end panel, a side of the second end panel, and the reinforcing structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/480,588 US20060254161A1 (en) | 2001-03-09 | 2006-06-30 | Method for constructing a building and resulting building |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US27489001P | 2001-03-09 | 2001-03-09 | |
US10/096,011 US7086209B1 (en) | 2001-03-09 | 2002-03-11 | Method for constructing a building and resulting building |
US11/480,588 US20060254161A1 (en) | 2001-03-09 | 2006-06-30 | Method for constructing a building and resulting building |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/096,011 Continuation US7086209B1 (en) | 2001-03-09 | 2002-03-11 | Method for constructing a building and resulting building |
Publications (1)
Publication Number | Publication Date |
---|---|
US20060254161A1 true US20060254161A1 (en) | 2006-11-16 |
Family
ID=36758442
Family Applications (4)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/096,011 Expired - Fee Related US7086209B1 (en) | 2001-03-09 | 2002-03-11 | Method for constructing a building and resulting building |
US11/480,588 Abandoned US20060254161A1 (en) | 2001-03-09 | 2006-06-30 | Method for constructing a building and resulting building |
US11/480,664 Abandoned US20060248812A1 (en) | 2001-03-09 | 2006-06-30 | Methods for constructing a building and resulting building |
US11/480,589 Abandoned US20060254199A1 (en) | 2001-03-09 | 2006-06-30 | Methods for constructing a building and resulting building |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/096,011 Expired - Fee Related US7086209B1 (en) | 2001-03-09 | 2002-03-11 | Method for constructing a building and resulting building |
Family Applications After (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/480,664 Abandoned US20060248812A1 (en) | 2001-03-09 | 2006-06-30 | Methods for constructing a building and resulting building |
US11/480,589 Abandoned US20060254199A1 (en) | 2001-03-09 | 2006-06-30 | Methods for constructing a building and resulting building |
Country Status (1)
Country | Link |
---|---|
US (4) | US7086209B1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20090229194A1 (en) * | 2008-03-11 | 2009-09-17 | Advanced Shielding Technologies Europe S.I. | Portable modular data center |
US20110083379A1 (en) * | 2007-08-14 | 2011-04-14 | Peer Moshe Lavi | Prefabricated sealed room assembly |
GB2488582A (en) * | 2011-03-03 | 2012-09-05 | Qube Group Ltd | Building unit made from concrete panels and process for deploying said unit. |
DE102021102131B3 (en) | 2021-01-29 | 2022-07-28 | Tobias Waltl | Building construction module, modular building and method of erecting a modular building |
Families Citing this family (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7426808B2 (en) * | 2001-02-02 | 2008-09-23 | Sanger Wallace D | Method of forming concrete building modules |
EP1549812A1 (en) * | 2002-09-20 | 2005-07-06 | Shing Chi Tsang | A modular garden building |
US8615933B2 (en) * | 2002-11-15 | 2013-12-31 | Stephen Day Broderick | Building block |
US20050166533A1 (en) * | 2004-01-09 | 2005-08-04 | Leroy Strickland | Residential construction method and apparatus |
US20060213130A1 (en) * | 2005-03-28 | 2006-09-28 | Kessler Berthold M | Integrated garage extension |
US20070137115A1 (en) * | 2005-06-02 | 2007-06-21 | Towell Dennis K | Method and apparatus for an insert-receiver system for relocatable buildings |
US20070175138A1 (en) * | 2005-12-29 | 2007-08-02 | Steven Jensen | Low cost integrated dwelling structure and method of making same |
US7894920B2 (en) * | 2006-04-14 | 2011-02-22 | Genesis TP, Inc. | Information technology process for prefabricated building panel assembly |
US20090223144A1 (en) * | 2008-02-02 | 2009-09-10 | Leahy Charles H | Methods & systems for modular buildings |
US8656672B2 (en) * | 2009-12-30 | 2014-02-25 | James C. Quinn | Systems and methods of revitalizing structures using insulated panels |
US8863444B2 (en) | 2010-05-31 | 2014-10-21 | Feature Walters | Assembly system for modular building units |
US8302357B1 (en) * | 2010-10-26 | 2012-11-06 | Kontek Industries, Inc. | Blast-resistant foundations |
US8615934B1 (en) * | 2011-10-07 | 2013-12-31 | Stephen C. Webb | Panelized portable shelter |
US9068372B2 (en) | 2012-08-14 | 2015-06-30 | Premium Steel Building Systems, Inc. | Systems and methods for constructing temporary, re-locatable structures |
US9382703B2 (en) | 2012-08-14 | 2016-07-05 | Premium Steel Building Systems, Inc. | Systems and methods for constructing temporary, re-locatable structures |
FR2999628A1 (en) * | 2012-12-18 | 2014-06-20 | Boalia | House for use in building site, has integrated module including module including floor, walls, and ceiling, and lifting system provided with lifting elements having end connected to self-supporting concrete slab of floor |
USD781442S1 (en) * | 2013-04-25 | 2017-03-14 | Kwikspace Guam, Inc. | Modular building |
USD781440S1 (en) * | 2013-04-25 | 2017-03-14 | Kwikspace Guam, Inc. | Modular building |
USD781444S1 (en) * | 2013-04-25 | 2017-03-14 | Kwikspace Guam, Inc. | Modular building |
USD781439S1 (en) * | 2013-04-25 | 2017-03-14 | Kwikspace Guam, Inc. | Modular building |
USD783179S1 (en) * | 2013-04-25 | 2017-04-04 | Kwikspace Guam, Inc. | Modular building |
USD781443S1 (en) * | 2013-04-25 | 2017-03-14 | Kwikspace Guam, Inc. | Modular building |
USD781441S1 (en) * | 2013-04-25 | 2017-03-14 | Kwikspace Guam, Inc. | Modular building |
USD783857S1 (en) * | 2013-04-25 | 2017-04-11 | Peter E. Gill | Modular building |
USD836213S1 (en) * | 2016-04-04 | 2018-12-18 | Jcf/Ip, Llc | Manufactured home |
CA2968739C (en) | 2016-06-05 | 2021-05-04 | Michael J. Crozier | Shipping container expansion insert |
USD814658S1 (en) * | 2016-10-13 | 2018-04-03 | Kwikspace Guam | Modular building |
US11731551B1 (en) | 2022-04-27 | 2023-08-22 | Modology Design Group | Systems and methods for an automatic modular housing delivery system |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1156693A (en) * | 1915-03-30 | 1915-10-12 | Marvin Vastine Koger | Combination van-wagon. |
US3605350A (en) * | 1969-06-03 | 1971-09-20 | William Stewart Bowers | Modular housing structure |
US3834110A (en) * | 1971-06-17 | 1974-09-10 | M Vercelletto | Method for the manufacture of prefabricated housing units |
US4644708A (en) * | 1985-10-03 | 1987-02-24 | Constructions Metalliques Fillod | Prefabricated modular building element and a building comprising such elements |
US4807407A (en) * | 1987-06-22 | 1989-02-28 | Pbs Building Systems | Modular building system for a three-story structure |
US5313753A (en) * | 1991-08-27 | 1994-05-24 | Sanger Wallace D | Construction wall panel and panel structure |
US5381635A (en) * | 1991-08-27 | 1995-01-17 | Royal Wall Systems, Inc. | Construction wall panel and panel structure |
US5845441A (en) * | 1996-07-01 | 1998-12-08 | Swartz; Paul D. | Premanufactured portable concrete house |
US6038824A (en) * | 1998-03-17 | 2000-03-21 | Hamrick, Sr.; William T. | Noncombustible transportable building |
US6493996B1 (en) * | 1999-04-14 | 2002-12-17 | Simon Alexander | Modular building construction system |
Family Cites Families (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2673459A (en) * | 1950-02-25 | 1954-03-30 | Marion W Overhulse | Joint between precast concrete slabs |
US2706313A (en) * | 1950-03-06 | 1955-04-19 | Abraham M Radman | Pre-fabricated houses |
NL147817B (en) * | 1965-03-11 | 1975-11-17 | Lely Nv C Van Der | METHOD OF PRE-MANUFACTURING AN ELEMENT FOR A BUILDING. |
JPS6041182B2 (en) * | 1976-10-07 | 1985-09-14 | 株式会社クボタ | Construction method for ceiling panels and partition panels |
US4222208A (en) * | 1977-10-07 | 1980-09-16 | Ferver George W | Modular homes |
US4327529A (en) * | 1979-09-20 | 1982-05-04 | Bigelow F E Jun | Prefabricated building |
US4512126A (en) * | 1981-12-28 | 1985-04-23 | Beaver Products, Inc. | Panel module means |
US4512120A (en) * | 1982-02-24 | 1985-04-23 | Lindal Sir W | Modular home construction |
US4501098A (en) * | 1982-07-19 | 1985-02-26 | Heritage Homes, Inc. | Hybrid home construction technique |
US4546530A (en) * | 1983-06-14 | 1985-10-15 | Polyfab S.A.R.L. | Method for producing a modular building unit |
US4731964A (en) * | 1986-04-14 | 1988-03-22 | Phillips Edward H | Steel shell building modules |
US4854094A (en) * | 1987-11-23 | 1989-08-08 | Clark Phillip C | Method for converting one or more steel shipping containers into a habitable building at a building site and the product thereof |
US5353558A (en) * | 1992-12-23 | 1994-10-11 | Fairmont Homes, Inc. | Manufactured house unit |
US6035583A (en) * | 1994-01-26 | 2000-03-14 | Papke; William R. | Extruded building and method and apparatus related to same |
US5425207A (en) * | 1994-02-22 | 1995-06-20 | Shayman; Harry I. | Method of constructing buildings and other structures using corrugated material |
US5678372A (en) * | 1995-11-22 | 1997-10-21 | Constru-Plus Internacional, S.A. | System for building construction using preformed, reinforced concrete panels |
FR2753468A1 (en) * | 1996-09-19 | 1998-03-20 | Raison Stephane | Prefabricated hurricane resistant house or building |
US6195950B1 (en) * | 1998-12-15 | 2001-03-06 | Edwin Randall Harris | Engineered structural modular units |
US6272810B1 (en) * | 1999-05-24 | 2001-08-14 | Jack L. Ingram | Method and system for providing foundation and perimeter stem walls for mobile homes |
US6286269B1 (en) * | 2000-04-03 | 2001-09-11 | G. Michael Marcum | Prefabricated shooting house |
US20020116878A1 (en) * | 2000-09-29 | 2002-08-29 | Ciotti Theodore T. | Containerized habitable structures |
-
2002
- 2002-03-11 US US10/096,011 patent/US7086209B1/en not_active Expired - Fee Related
-
2006
- 2006-06-30 US US11/480,588 patent/US20060254161A1/en not_active Abandoned
- 2006-06-30 US US11/480,664 patent/US20060248812A1/en not_active Abandoned
- 2006-06-30 US US11/480,589 patent/US20060254199A1/en not_active Abandoned
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1156693A (en) * | 1915-03-30 | 1915-10-12 | Marvin Vastine Koger | Combination van-wagon. |
US3605350A (en) * | 1969-06-03 | 1971-09-20 | William Stewart Bowers | Modular housing structure |
US3834110A (en) * | 1971-06-17 | 1974-09-10 | M Vercelletto | Method for the manufacture of prefabricated housing units |
US4644708A (en) * | 1985-10-03 | 1987-02-24 | Constructions Metalliques Fillod | Prefabricated modular building element and a building comprising such elements |
US4807407A (en) * | 1987-06-22 | 1989-02-28 | Pbs Building Systems | Modular building system for a three-story structure |
US5313753A (en) * | 1991-08-27 | 1994-05-24 | Sanger Wallace D | Construction wall panel and panel structure |
US5381635A (en) * | 1991-08-27 | 1995-01-17 | Royal Wall Systems, Inc. | Construction wall panel and panel structure |
US5845441A (en) * | 1996-07-01 | 1998-12-08 | Swartz; Paul D. | Premanufactured portable concrete house |
US6038824A (en) * | 1998-03-17 | 2000-03-21 | Hamrick, Sr.; William T. | Noncombustible transportable building |
US6493996B1 (en) * | 1999-04-14 | 2002-12-17 | Simon Alexander | Modular building construction system |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20110083379A1 (en) * | 2007-08-14 | 2011-04-14 | Peer Moshe Lavi | Prefabricated sealed room assembly |
US20090229194A1 (en) * | 2008-03-11 | 2009-09-17 | Advanced Shielding Technologies Europe S.I. | Portable modular data center |
GB2488582A (en) * | 2011-03-03 | 2012-09-05 | Qube Group Ltd | Building unit made from concrete panels and process for deploying said unit. |
DE102021102131B3 (en) | 2021-01-29 | 2022-07-28 | Tobias Waltl | Building construction module, modular building and method of erecting a modular building |
Also Published As
Publication number | Publication date |
---|---|
US20060248812A1 (en) | 2006-11-09 |
US7086209B1 (en) | 2006-08-08 |
US20060254199A1 (en) | 2006-11-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US7086209B1 (en) | Method for constructing a building and resulting building | |
US6625937B1 (en) | Modular building and method of construction | |
US9115504B2 (en) | System for modular building construction | |
US6178714B1 (en) | Modular temporary building | |
US2497887A (en) | Paneled building construction | |
US20020170243A1 (en) | Construction system for manufactured housing units | |
US7941984B2 (en) | Wind force resistant structure | |
JP2000508396A (en) | Fiber veil composite structural building system | |
US5488809A (en) | Modular unified floor assembly incorporating wooden girder beam with optional preformed stairwell opening | |
US20040134152A1 (en) | Method and apparatus for precast and framed block element construction | |
US5323573A (en) | Building structure and method of erecting it | |
US7325362B1 (en) | Steel roof truss system | |
US20030056446A1 (en) | Transportable building with higher roof | |
WO2022150224A9 (en) | Modular composite action panel and structural systems using same | |
WO2004053233A1 (en) | Heliport and civil engineering/building material | |
AU2021368860A1 (en) | Building components, a building structure formed therefrom and a method of construction thereof | |
US20040040255A1 (en) | Building method and structure | |
CN220336212U (en) | Large-span superimposed sheet support-free system | |
CN220486865U (en) | Large-span support-free laminated slab | |
WO1998017882A1 (en) | Transportable building | |
WO1983000518A1 (en) | A method of erecting a building | |
AU2012216447A1 (en) | A Method of Assembly of Single and/or Multi Storey Dwelling from Transportable Modules | |
CA2469429A1 (en) | Readily portable facility for the manufacture of houses or other buildings | |
Vincent et al. | Innovative and Prefabricated Timber Buildings on Australia's Sub-Antarctic Islands | |
Geiger et al. | Design, Fabrication and Erection of Uni Dome Stadium |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |