WO2022248919A1 - Sliding interlock connection for modular buildings - Google Patents

Sliding interlock connection for modular buildings Download PDF

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Publication number
WO2022248919A1
WO2022248919A1 PCT/IB2021/054621 IB2021054621W WO2022248919A1 WO 2022248919 A1 WO2022248919 A1 WO 2022248919A1 IB 2021054621 W IB2021054621 W IB 2021054621W WO 2022248919 A1 WO2022248919 A1 WO 2022248919A1
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WO
WIPO (PCT)
Prior art keywords
units
connection
prefabricated
sliding
modular
Prior art date
Application number
PCT/IB2021/054621
Other languages
French (fr)
Inventor
Hamed Molany
Nasim MOLANY
Original Assignee
Hamed Molany
Molany Nasim
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hamed Molany, Molany Nasim filed Critical Hamed Molany
Priority to PCT/IB2021/054621 priority Critical patent/WO2022248919A1/en
Publication of WO2022248919A1 publication Critical patent/WO2022248919A1/en

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    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2475—Profile with an undercut grooves for connection purposes
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B2001/5881—Connections for building structures in general of bar-shaped building elements using an undercut groove, e.g. dovetail groove
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E04C2003/0456—H- or I-shaped hollow flanged, i.e. "dogbone" metal beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Definitions

  • This invention relates generally to prefabricated modular buildings and specifically to a method for the connection of modular units of buildings using an interlock sliding technique.
  • Modular buildings refer to the prefabrication of volumetric units in factories that are then transported to the construction site where they are assembled and installed. This development in the world of construction has tremendous advantages that made it a prevalent method all around the world. Some of the benefits of this method are the quality and precision of the production of units in factories and cost-efficiency in terms of time, labor and materials used in the construction process. Many innovative approaches within modular buildings attempt to increase the efficiency of prefabricated construction. As of today, most assembly methods involve some form of on-site connection work for the installation of modular units, still including high labor costs, time spent on-site and material wastage.
  • One of the methods used for connecting prefabricated modular units is the vertical post-tensioned connection proposed specifically for steel buildings (Sanches & Mercan, 2019). It involves a connection to join modular steel units vertically using the hollow section within the hollow structural steel unit used in prefabricated modular steel. The threaded rod is passed through the hollow section and then joins them using plate and shaft in the corners between the units. Finally, tension is applied to the connection by tightening the rods.
  • One of the limitations in this method is the number of directions in the connection as it involves a vertical mode. Another shortcoming is that this technique is focused on corner-to-corner connection. The process requiring crossing the threaded rod through the hollow section and applying tension is a time-consuming and labor-intensive technique on the construction site.
  • VectorBloc is another modular construction system in the patent US9458619B2, which uses mechanical interlocking of hollow structural sections and cast steel connectors and bolts, to connect multiple modules to each other. This method like the other existing systems also has the disadvantages of using corner connections and the implications of lengthy in-situ installation processes.
  • the present invention refers to a method for connecting modular units of buildings using a T-sliding technique.
  • each structural member is designed with a T-track and T-bar on the edge, where the T-track slides into the T-bar of the adjacent unit.
  • this method slides the structural member into the adjacent member, creating a much stronger connection along the whole beam or column of every unit.
  • the method is applicable for connecting the beam and columns of modular building structures through the T-sliding technique.
  • Each unit is prefabricated with this connector method that allows structural units to simply slide into each other, reducing the amount of time needed for construction, the materials and welding time as well as on-site labor. This technique can be particularly crucial for urgent construction of buildings like hospitals in emergency situations.
  • This method of connection in modular buildings can be implemented in many different types of structures and affects various aspects of construction.
  • the first advantage is that it can be utilized in many types of polymers, modular steel structures, and other building materials as it involves a method to connect the modular units in buildings.
  • the second advantage is the impact it has on the environment by reducing the amount of on-site pollution caused by welding and material-waste.
  • the fourth advantage in this method is the huge impact on increasing speed of installation which helps to complete modular building structures for urgent projects such as hospitals on distant sites.
  • the fifth advantage this method of connection entails is the impact on reducing labor-cost, in addition to machinery and material costs.
  • FIG. 1 is a perspective view of the T-bar and T-track.
  • FIG. 1 is a perspective view of a single structural unit of a building designed with the T-tracks and T-bars as the connectors.
  • FIG. 1 is a perspective view of two structural units of a building connected using the interlock sliding technique of the invention.
  • FIG. 1 is a detailed perspective view of the T-track of a single unit connected to the T-bar of another unit using the interlock sliding technique.
  • . is a detailed view of two modular units connected through the interlock sliding technique.
  • . is a detailed view of the edges of a single modular structure unit designed with the T-bar and T-track for connecting to other units.
  • FIG. 1 is a perspective view of four modular units connected using the interlock sliding technique, whereby two units are adjacent and two units are on top.
  • . is a perspective view of the interlock sliding connection of four adjacent modular units using the T-tracks and T-bars of each unit.
  • FIG. 1 is a detailed perspective view of four modular units connected using the interlock sliding technique.
  • FIG. 1 shows a perspective view of separate structural members designed with compatible T-track and T-bars for the interlock sliding connection technique to adjoin units in modular buildings.
  • This invention improves the current connection systems in existing prefabricated modular buildings.
  • Each beam type is designed with a T-bar and T-track for connecting to the other beams and eventually connecting modular units in a building.
  • T-bar of the structural member can slide into the T-track of another member.
  • a similar design of T-track and T-bar connection can be implemented on beams to be connected in other direction or alternatively slide into T-Tracks or T-bars of other columns.
  • Various directions of T-track and T-bars can be designed on each unit prefabricated in the factory and only require sliding them into each other on the construction site.
  • FIG. 1 shows a single structural unit of a building with prefabricated design that includes T-tracks and T-bars ready for sliding into the compatible unit, whereby it can be done on the building site without the need for on-site welding.
  • the unit can be connected easily using the sliding technique that slides each T-bar into the T-track of the other unit.
  • FIG. 1 illustrates a view of two structural units that have been prefabricated for the interlock sliding connection method.
  • the two units are adjoined using this technique.
  • the connected T-bar and T-track of the two units can be seen with a detailed view that is illustrated in that shows a perspective view of the interlock sliding technique implemented.
  • the same connected units are illustrated in to show a detailed view of the interlock sliding technique. shows a closer detailed view of the T-bar and T-tracks prefabricated on one of the units that is prepared to be connected to other units using the interlock sliding technique.
  • the interlock sliding technique is a method that can be implemented for connecting many types of modular structures and on various directions. This can be seen in , where a total of four units have been connected using the interlock sliding method. The figure illustrates two units have been connected on adjacent placement and another two units are connected on top of them.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

A modular unit connection method for connecting prefabricated designs of structural members in building structures. Each prefabricated unit (3) is designed with a T-track (2) and T-bar (1) that slides into opposite T-bar (1) and T-track (2) of other units, forming an interlocked sliding connection. This method improves existing connection systems that require on-site construction. With the prefabricated design of the interlocking units, the building can be assembled faster with on-site interlock sliding, minimizing labor costs, time, materials and equipment used, also eliminating the need for welding that harms the environment. This connection method allows the load to be transferred across the whole structural unit rather than pressurizing the connection corners. It creates a stronger bond between units(3) as the whole member is interlocked into the other member by sliding T-bars (1) and T-tracks (2) that have been prefabricated.

Description

Title
Sliding Interlock Connection for Modular Buildings
This invention relates generally to prefabricated modular buildings and specifically to a method for the connection of modular units of buildings using an interlock sliding technique.
Modular buildings refer to the prefabrication of volumetric units in factories that are then transported to the construction site where they are assembled and installed. This development in the world of construction has tremendous advantages that made it a prevalent method all around the world. Some of the benefits of this method are the quality and precision of the production of units in factories and cost-efficiency in terms of time, labor and materials used in the construction process. Many innovative approaches within modular buildings attempt to increase the efficiency of prefabricated construction. As of today, most assembly methods involve some form of on-site connection work for the installation of modular units, still including high labor costs, time spent on-site and material wastage.
One of the methods used for connecting prefabricated modular units is the vertical post-tensioned connection proposed specifically for steel buildings (Sanches & Mercan, 2019). It involves a connection to join modular steel units vertically using the hollow section within the hollow structural steel unit used in prefabricated modular steel. The threaded rod is passed through the hollow section and then joins them using plate and shaft in the corners between the units. Finally, tension is applied to the connection by tightening the rods. One of the limitations in this method is the number of directions in the connection as it involves a vertical mode. Another shortcoming is that this technique is focused on corner-to-corner connection. The process requiring crossing the threaded rod through the hollow section and applying tension is a time-consuming and labor-intensive technique on the construction site.
Another commonly used method in modular buildings is the vertical and horizontal plate and bolt connection method (Lacey, et al. 2019). In this type of connection, a steel plate is placed between modular units and is then adjoined with bolts that are precalculated for the required size and placement into the plates. In this technique, multiple connections need to be designed and calculated to enable multiple directions. The in-situ installation required in this method also gives rise to disadvantages of the need for labor, materials, machinery and time spent on the installation, therefore involving higher costs.
VectorBloc is another modular construction system in the patent US9458619B2, which uses mechanical interlocking of hollow structural sections and cast steel connectors and bolts, to connect multiple modules to each other. This method like the other existing systems also has the disadvantages of using corner connections and the implications of lengthy in-situ installation processes.
The processes involved in construction of modular buildings are constantly being developed owing to the popularity of prefabricated modular structures. However, construction sites are still being used for connecting various parts, where workers need to perform tasks such as welding and assembling the parts that require connections using various tools, heavy machinery and materials. The procedures that involve intense in-situ construction have been criticized by many researchers in the field, who point-out material wastage, expensiveness of labor, machinery, prolonged activities and human error as the disadvantages of on-site construction. Therefore, the types of innovations that help to reduce on-site building processes are valuable additions to the construction arena.
The present invention refers to a method for connecting modular units of buildings using a T-sliding technique. In this method, each structural member is designed with a T-track and T-bar on the edge, where the T-track slides into the T-bar of the adjacent unit. Instead of connecting modular units from the corners, this method slides the structural member into the adjacent member, creating a much stronger connection along the whole beam or column of every unit. The method is applicable for connecting the beam and columns of modular building structures through the T-sliding technique. Each unit is prefabricated with this connector method that allows structural units to simply slide into each other, reducing the amount of time needed for construction, the materials and welding time as well as on-site labor. This technique can be particularly crucial for urgent construction of buildings like hospitals in emergency situations.
Advantageous Effects
This method of connection in modular buildings can be implemented in many different types of structures and affects various aspects of construction. The first advantage is that it can be utilized in many types of polymers, modular steel structures, and other building materials as it involves a method to connect the modular units in buildings.
The second advantage is the impact it has on the environment by reducing the amount of on-site pollution caused by welding and material-waste. Through a prefabricated sliding technique connection of each construction unit, the structural members are then connected on-site by sliding them without any environmental waste and hazards.
Thirdly, due to its higher stability in connectivity, it increases the longevity of the building life. The load is received by the member and distributed along the whole structural member rather than corner pressured connectors. The fourth advantage in this method, is the huge impact on increasing speed of installation which helps to complete modular building structures for urgent projects such as hospitals on distant sites. The fifth advantage this method of connection entails, is the impact on reducing labor-cost, in addition to machinery and material costs.
The drawings emphasize the general principles of the invention and are not necessarily used to scale or limit the scope of the inventive subject matter described herein. The skilled artisan will understand that the drawings in this patent application are for illustrative purposes. In the drawings illustrated herein, similar reference characters represent the same parts throughout the different views of the invention.
is a perspective view of the T-bar and T-track.
is a perspective view of a single structural unit of a building designed with the T-tracks and T-bars as the connectors.
is a perspective view of two structural units of a building connected using the interlock sliding technique of the invention.
is a detailed perspective view of the T-track of a single unit connected to the T-bar of another unit using the interlock sliding technique.
. is a detailed view of two modular units connected through the interlock sliding technique.
. is a detailed view of the edges of a single modular structure unit designed with the T-bar and T-track for connecting to other units.
. is a perspective view of four modular units connected using the interlock sliding technique, whereby two units are adjacent and two units are on top.
. is a perspective view of the interlock sliding connection of four adjacent modular units using the T-tracks and T-bars of each unit.
. is a detailed perspective view of four modular units connected using the interlock sliding technique.
DETAILED DESCRIPTION
shows a perspective view of separate structural members designed with compatible T-track and T-bars for the interlock sliding connection technique to adjoin units in modular buildings. This invention improves the current connection systems in existing prefabricated modular buildings. Each beam type is designed with a T-bar and T-track for connecting to the other beams and eventually connecting modular units in a building. shows structural members of proposed modular unit connection method. As illustrated, T-bar of the structural member can slide into the T-track of another member. A similar design of T-track and T-bar connection can be implemented on beams to be connected in other direction or alternatively slide into T-Tracks or T-bars of other columns. Various directions of T-track and T-bars can be designed on each unit prefabricated in the factory and only require sliding them into each other on the construction site.
shows a single structural unit of a building with prefabricated design that includes T-tracks and T-bars ready for sliding into the compatible unit, whereby it can be done on the building site without the need for on-site welding. The unit can be connected easily using the sliding technique that slides each T-bar into the T-track of the other unit.
illustrates a view of two structural units that have been prefabricated for the interlock sliding connection method. The two units are adjoined using this technique. The connected T-bar and T-track of the two units can be seen with a detailed view that is illustrated in that shows a perspective view of the interlock sliding technique implemented. The same connected units are illustrated in to show a detailed view of the interlock sliding technique. shows a closer detailed view of the T-bar and T-tracks prefabricated on one of the units that is prepared to be connected to other units using the interlock sliding technique.
The interlock sliding technique is a method that can be implemented for connecting many types of modular structures and on various directions. This can be seen in , where a total of four units have been connected using the interlock sliding method. The figure illustrates two units have been connected on adjacent placement and another two units are connected on top of them.
In , four modular units are connected on an adjacent placement using the interlock sliding technique. also shows a detailed perspective view of the connections of four units using the interlock sliding technique.

Claims (1)

  1. A connection method for prefabricated structural modules of buildings, whereby each prefabricated unit structural member is designed with T-track and T-bars that get interlocked by sliding into the complimentary designed opposite T-bar and T-track of the other structural member, connecting two structural units in the desired direction.
PCT/IB2021/054621 2021-05-27 2021-05-27 Sliding interlock connection for modular buildings WO2022248919A1 (en)

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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2272462A (en) * 1992-11-13 1994-05-18 Boral Edenhall Concrete Produc Masonry block
WO2004001151A1 (en) * 1999-04-12 2003-12-31 Cercorp Initiatives Inc. Flexible interlocking wall system
CN207829150U (en) * 2018-02-01 2018-09-07 常州工程职业技术学院 A kind of sliding installation system of fabricated construction
CN109083272A (en) * 2018-09-26 2018-12-25 安徽品小院建筑科技有限公司 A kind of assembled architecture frame structure and its construction method
US20200157803A1 (en) * 2018-11-20 2020-05-21 Mark R. Weber Wall Construction System
CN210713373U (en) * 2019-07-19 2020-06-09 安徽富煌钢构股份有限公司 Prevent assembly building wallboard that ftractures
CN111406139A (en) * 2017-09-29 2020-07-10 Uhcs资产公司 Construction system for building modules
CN211774636U (en) * 2020-02-21 2020-10-27 台新 Steel structure connecting assembly
CN111989445A (en) * 2018-04-17 2020-11-24 Uhcs资产公司 Building system for modules of a building

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2272462A (en) * 1992-11-13 1994-05-18 Boral Edenhall Concrete Produc Masonry block
WO2004001151A1 (en) * 1999-04-12 2003-12-31 Cercorp Initiatives Inc. Flexible interlocking wall system
CN111406139A (en) * 2017-09-29 2020-07-10 Uhcs资产公司 Construction system for building modules
CN207829150U (en) * 2018-02-01 2018-09-07 常州工程职业技术学院 A kind of sliding installation system of fabricated construction
CN111989445A (en) * 2018-04-17 2020-11-24 Uhcs资产公司 Building system for modules of a building
CN109083272A (en) * 2018-09-26 2018-12-25 安徽品小院建筑科技有限公司 A kind of assembled architecture frame structure and its construction method
US20200157803A1 (en) * 2018-11-20 2020-05-21 Mark R. Weber Wall Construction System
CN210713373U (en) * 2019-07-19 2020-06-09 安徽富煌钢构股份有限公司 Prevent assembly building wallboard that ftractures
CN211774636U (en) * 2020-02-21 2020-10-27 台新 Steel structure connecting assembly

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