WO2021196260A1 - 一种装配式模块化墙体结构及其安装方法 - Google Patents

一种装配式模块化墙体结构及其安装方法 Download PDF

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Publication number
WO2021196260A1
WO2021196260A1 PCT/CN2020/084266 CN2020084266W WO2021196260A1 WO 2021196260 A1 WO2021196260 A1 WO 2021196260A1 CN 2020084266 W CN2020084266 W CN 2020084266W WO 2021196260 A1 WO2021196260 A1 WO 2021196260A1
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WO
WIPO (PCT)
Prior art keywords
wall structure
modular wall
base
structure according
beams
Prior art date
Application number
PCT/CN2020/084266
Other languages
English (en)
French (fr)
Inventor
唐道远
Original Assignee
安徽森泰木塑集团股份有限公司
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Publication of WO2021196260A1 publication Critical patent/WO2021196260A1/zh

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • E04B2/7457—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/761—L-connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/762—Cross connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/766—T-connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7809—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of single or multiple tubular form
    • E04B2/7818—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of single or multiple tubular form of substantially rectangular form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
    • E04B2/7872—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially H - section with flanges perpendicular to plane of partition
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
    • E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition

Definitions

  • the invention relates to the technical field of structural engineering, in particular to a fabricated modular wall structure and an installation method thereof.
  • the basic construction mode of the main structure of buildings in my country is mostly using formwork to support beams, columns, and shear walls, and then pour concrete as the load-bearing structure of the main building; non-load-bearing walls, regardless of the outer protective wall
  • the internal partition wall is mostly made of new blocks and bricks, which are artificially built, and then plastered on both sides.
  • This construction mode still requires a lot of labor, consumes a lot of templates, has a long construction period and high total cost.
  • a pouring template is required.
  • the pouring template is used to enclose the beams, columns, and shear walls that need to be poured into the voids of the beams, columns, and shear walls.
  • the cavity shape is concreted, the formwork is removed after the concrete is shaped, and the formwork is removed for insulation. A layer of insulation material is laid on the concrete wall, and then the wall is modified.
  • it is often necessary to fix it by external force, use opposite tension bolts, and support the wooden square.
  • CN104912230A discloses a modular assembled composite wall and its connection method.
  • the purpose of the structure is to bear vertical and horizontal loads through a cold-formed thin-walled steel frame, and to fill the cold-formed thin-wall with foamed cement as a core material
  • foamed cement as a core material
  • the cold-formed thin-walled steel frame is added with a self-leveling cement surface layer to improve the horizontal shear resistance, crack resistance and resistance of the wall.
  • the wall decoration is completed by the elevation processing of the self-leveling cement surface layer, and the connection method formed by the M-shaped steel, high-strength bolts and square steel pipes of the outer frame of the cold-formed thin-walled steel frame is used to achieve the level between the walls. Connection and vertical connection with the floor.
  • This composite wall has a high degree of modular assembly, is suitable for industrialized assembly line production, integrates decoration, heat preservation, and structure. Its connection method is safe and reliable, easy to construct, install, and replace, and has a low cost.
  • its frame (1) includes vertical M-section steel (1a), vertical C-section steel (1b), horizontal M-section steel (1c), U-shaped connecting piece (1d), and also includes square steel pipe ( 6)
  • Only the main steel that constitutes its main frame involves multiple specifications, so that not only a lot of energy and time is wasted in the preparation process, but also different equipment, production lines and processing are carried out for different steels in the pre-processing process. There is no doubt that there is a certain loss of time and resources for the process to be equipped.
  • the installation of multiple models and specifications of steel components will also affect the construction of the constructor, such as search and misinstallation, and the application cannot be placed on the wall. The installation efficiency of the body is better optimized.
  • the purpose of the present invention is to provide a prefabricated modular wall structure and an installation method thereof in view of the above-mentioned shortcomings of the prior art, which can realize standard part management, flexible assembly and rapid assembly, and effectively improve construction efficiency.
  • the present invention proposes a fabricated modular wall structure, which includes a beam for assembling the main body of the wall structure, a base installed on the ground for positioning and fixing the main body of the wall structure, and a rectangular parallelepiped with installation parts on all six sides.
  • a plurality of six-sided blocks screwed and fixed to the base on one side, a connecting piece that is provided on the six-sided block and fixed by the mounting portion and used to connect and fix the beam, and is fixed to the beam
  • the outer panel, and the closed technical interlayer enclosed by the panel; the six-sided blocks, the connectors and the beams are assembled to form a supporting grid, and the technical interlayer includes one or two groups of the supporting net shelf.
  • the connecting member includes a fixing part for fixedly connecting with the mounting part on the six-sided block, and a plurality of connecting parts that can be fixedly connected with the beams from different directions.
  • the connecting portion is provided with a first screw hole used to fix and connect the beam, and a limit plate used to limit the beam.
  • the connecting piece includes a one-way piece, a two-way piece, a three-way piece and a four-way piece that can simultaneously fix and connect the connecting parts in different directions.
  • the beam is provided with a plurality of second screw holes that are used to be fixedly connected to the connecting member and are opened in a strip shape, and a nailing part made of wood for nailing the panel; A binding mark on the panel and corresponding to the binding portion on the opposite side.
  • jacking unit whose one end penetrates the base and is screwed and fixed to the six-sided block, and the other end abuts against the top wall to enhance the stability of the support grid.
  • the jacking unit includes a threaded part for screwing on the mounting part, an abutting part for abutting against the top wall through the screwing in or out of the threaded part, and the threaded part.
  • the screw part and the abutting part are integrally provided with an adjusting part for controlling the screwing of the threaded part in or out; the screwing part is also provided with a locking part for locking the screwing in or out of the height.
  • the six-sided block includes two shells that can be buckled with each other, and a fastening part arranged on the prism to fasten the two shells.
  • the base includes a base for supporting and fixing the six-sided block, an expansion part provided on the outer periphery of the base to expand the support surface, and an expansion part penetrating through the expansion part and fixed to the bottom floor. screw.
  • a method for installing a fabricated modular wall structure includes the following steps:
  • S2 Calculate the quantity and size of each module through the drawing, and after the calculation, number or mark each module, and at the same time mark the corresponding number or marked module on the drawing, and carry out the automated production of module standard parts;
  • the present invention realizes mass production of automated production lines by setting the standard parts of beams, bases, six-sided blocks, connectors and panels, with high matching of models and specifications, which is convenient for quick docking and insertion during assembly;
  • the six-sided design of the six-sided block can realize the combined assembly of multiple accessories at the same time, and the combination method is flexible and changeable, which can meet the different layout requirements of the wall, and greatly improve the application of the wall structure in different occasions. Sexuality and resilience;
  • the panel can be quickly nailed by an air nail gun, which further reduces the overall construction time and improves the construction efficiency;
  • the jacking unit can effectively avoid the shaking of the top of the wall structure.
  • the use of abutting jacking method not only prevents the top wall from being damaged on a large scale, but also further strengthens the overall structural stability;
  • Fig. 1 is a schematic structural diagram of a fabricated modular wall structure according to an embodiment of the present invention
  • FIG. 2 is a top view of an installation form structure of a prefabricated modular wall structure according to an embodiment of the present invention
  • Figure 3 is a top view of another installation form structure of an assembled modular wall structure according to an embodiment of the present invention.
  • FIG. 4 is a schematic diagram of the internal structure of a fabricated modular wall structure according to an embodiment of the present invention.
  • Figure 5 is a side view of a six-sided block of an assembled modular wall structure according to an embodiment of the present invention.
  • Figure 6 is a top view of a six-sided block of an assembled modular wall structure according to an embodiment of the present invention.
  • FIG. 7 is a schematic diagram of a beam structure of a fabricated modular wall structure according to an embodiment of the present invention.
  • FIG. 8 is an enlarged view of a partial A structure of a fabricated modular wall structure according to an embodiment of the present invention.
  • FIG. 9 is a top view of the base structure of an assembled modular wall structure according to an embodiment of the present invention.
  • Figure 10 is a partial B structure enlarged view of a fabricated modular wall structure according to an embodiment of the present invention.
  • FIG. 11 is a schematic structural diagram of a jacking unit of an assembled modular wall structure according to an embodiment of the present invention.
  • Figure 12 is an enlarged view of a partial C structure of a fabricated modular wall structure according to an embodiment of the present invention.
  • Figure 13 is a top view of another installation form of an assembled modular wall structure according to an embodiment of the present invention.
  • Fig. 14 is a top view of another installation form structure of an assembled modular wall structure according to an embodiment of the present invention.
  • An assembled modular wall structure includes a beam for assembling the main body of the wall structure 1, a base 2 for positioning and fixing the main body of the wall structure installed on the ground, and a base 2 on all six sides.
  • the mounting portion 31 is a rectangular parallelepiped and has a plurality of six-sided blocks 3 screwed and fixed to the base 2 on one side.
  • the panel 5 on the outside of the beam 1 and the closed technical mezzanine 6 enclosed by the panel 5; the six-sided blocks 3, the connecting piece 4 and the beam 1 are grouped to form a support grid 7.
  • the technical mezzanine 6 can include one or two Group support grid 7.
  • the connecting piece 4 includes a fixing part 41 for fixedly connecting with the mounting part 31 on the six-sided block 3 and a plurality of connecting parts 42 which can be fixedly connected with the beams 1 from different directions.
  • the connecting portion 42 is provided with a first screw hole 421 for fixing the connecting beam 1 and a limiting plate 422 for limiting the beam 1.
  • the connecting piece 4 includes a one-way piece, a two-way piece 4b, a three-way piece 4c, and a four-way piece 4d that can simultaneously fixedly connect the connecting portions 42 in different directions.
  • the connecting piece 4 of the present application includes the two-way piece 4b, the three-way piece 4c, and the four-way piece 4d.
  • the connecting angle is not limited to a right angle or a flat angle, but can also be an obtuse angle or an acute angle.
  • the combined assembly of the connecting piece 4 and the beam 1 can also be used to support the load of the wall, but it is necessary to measure the position of the specific load pendant on the wall in advance, so that the beam 1 can be preset at the corresponding position And the hanger, but also need to correspond to the precise hole setting of the panel 5. Please refer to Figure 4.
  • the connecting piece 4 of the present application is actually cut in sections by C-shaped steel, and then combined with multi-angle welding, and then the first screw hole 421 is added by a milling machine, generally using 2 holes or 4 holes; the fixing part on the connecting piece 4 41 is also added in the same way as the first screw hole 421, but its position can be located on different sides, and can be arranged on multiple sides, so as to facilitate flexible assembly with the six-sided block 3.
  • the beam 1 of the present application is made of C-shaped steel.
  • the purpose of this is to better fit and fix the connecting piece 4. Its content is also convenient for fixing some wooden square timbers, which is conducive to the fixed installation of the panel 5; at the same time, the material is easy to fix. Obtained, the structural strength of the product meets the requirements of the wall structure of this application; however, square steel or I-beam can also be used, and the material can also be aluminum, which needs to be customized according to assembly requirements; cold-formed thin-walled steel can also be implemented Frame grouping.
  • the C-shaped steel used in the beam 1 is smaller than the size of the C-shaped steel used in the connecting piece 4, and the purpose is that the connecting portion 42 on the connecting piece 4 can just accommodate the beam 1, realizing the upper and lower limit, and also facilitating the bonding of the two. It is also conducive to the stability of the overall structure.
  • the six-sided block 3 includes two shells 32 that can be buckled with each other, and a fastening portion 33 arranged on the prism to fasten the two shells 32.
  • the six-sided block 3 used in the specific embodiment of the present invention is a cube. It is fixed into a whole by bolts on the four azimuth edges.
  • the hexahedral block 3 needs to be screwed and fixed to the base 2. Since each surface of the hexahedral block 3 has a mounting portion 31, the mounting portion 31 is a threaded hole. , It is stamped with a thicker steel plate, and then a threaded hole on each surface is added through a milling machine. Therefore, each surface of the six-sided block 3 is the same when in use, so that it can be quickly combined with the base 2 and The connecting piece 4 is fixed and connected by a screw, no need to find and pick; after the base 2 and the six-sided block 3 are fixed, the base 2 with the six-sided block 3 is fixed to the ground by the expansion screw 22.
  • the six-sided block 3 and the connecting piece 4 of this application can be flexibly matched, so as to complete the assembly of single-sided walls, "L"-shaped walls, "T”-shaped walls, and "cross-shaped walls".
  • the specific methods include a single-layer support grid 7 double-layer panel 5 structure, and a double-layer support grid 7 double-layer panel 5 structure.
  • the next two structures have different supporting strengths.
  • the single-layer support grid 7 double-layer panel 5 structure has relatively weak strength and is suitable for the assembly of partitions and non-load-bearing walls.
  • the double-layer support grid 7 double-layer panel 5 structure is mainly due to its strong strength. Used for the assembly of load-bearing walls.
  • a single-layer support grid 7 single-layer panel 5 structure can also be used, which can be used for emergency and simple isolation walls, such as medical isolation, construction isolation, and danger warning isolation.
  • the technical interlayer 6 can be equipped with circuits and waterways in the wall.
  • various functional foam cements can be poured to further strengthen its structural and functional properties, such as sound insulation, heat preservation, moisture absorption, etc., the wall
  • the functional characteristics can also be displayed on the panel 5, which can adopt a variety of functional settings.
  • the material of the panel 5 is preferably a wooden board in this application, because the wooden board is simple, time-saving and labor-saving when nailing, and it is also convenient for subsequent surface layer decoration.
  • the beam 1 is provided with a plurality of second screw holes 11 for being fixedly connected with the connecting piece 4 and opened in a strip shape, and a nailing portion 12 for nailing the panel 5 and made of wood; it is arranged on the panel 5 and A binding mark 51 on the opposite side corresponding to the binding portion 12.
  • the wooden nailing part 12 can make the panel 5 more quickly installed, and the air nail gun is used for quick nailing.
  • the nailing mark 51 is set on the side of the operator. Because the panel 5 needs to be nailed The panel 5 is attached to the pre-installation position. At this time, the operator cannot see the position of the binding part on the inner beam 1 of the panel 5 from the outside. Therefore, the logo is sprayed or marked during processing, so that the operator can be clear For the specific location, simply fix the corners with self-tapping screws, and finally fasten it, please refer to Figure 12.
  • FIG. 10 Please refer to Figure 10 and Figure 11. It also includes a mounting portion 31 that penetrates the bottom plate and is screwed to the six-sided block 3 at one end, and a jacking unit 8 that abuts against the top wall at the other end to reinforce the stability of the support grid 7.
  • the jacking unit 8 includes a threaded portion 81 for screwing on the mounting portion 31, an abutting portion 82 for abutting against the top wall through the screwing in or out of the threaded portion 81, and an abutting portion 82 for abutting against the threaded portion 81
  • the connecting portion 82 is integrally provided with an adjusting portion 83 for controlling the screwing in or out of the driving threaded portion 81; the threaded portion 81 is also provided with a locking portion 84 for locking the screwing in or out of height.
  • the jacking unit 8 can effectively avoid the shaking of the top of the wall structure.
  • the method of abutting jacking not only prevents the top wall from being damaged on a large scale, but also further enhances the overall structural stability.
  • the base 2 includes a base 2 for supporting and fixing the six-sided block 3, an expansion part 23 provided on the outer periphery of the base 2 to expand the supporting surface, and an expansion screw 22 penetrating through the expansion part 23 and fixed to the bottom floor.
  • a method for installing a fabricated modular wall structure includes the following steps:
  • S2 Calculate the quantity and size of each module through the drawing, and after the calculation, number or mark each module, and at the same time mark the corresponding number or marked module on the drawing, and carry out the automated production of module standard parts;

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

Abstract

本发明公开了一种装配式模块化墙体结构，该结构包括用以组架墙体结构主体的杠梁、安装于地面的用以定位固定墙体结构主体的底座、六面均带有安装部呈长方体并一面与底座螺接固定的多个六面块、设于六面块上通过安装部进行固定并用以连接固定杠梁的连接件，和固定于杠梁外侧的面板，以及通过面板围成的闭合的技术夹层；六面块、连接件和杠梁组架成支撑网架，技术夹层内可包括一组或两组支撑网架。本发明通过将杠梁、底座、六面块、连接件和面板进行标准件设定，实现自动化生产流水线批量生产，型号、规格匹配度高，便于组架时快速对接插装。

Description

一种装配式模块化墙体结构及其安装方法 技术领域
本发明涉及结构工程技术领域，具体涉及一种装配式模块化墙体结构及其安装方法。
 背景技术
当前，我国建筑物主体结构的基本建设模式，大多采用模板支设梁，柱，剪力墙，然后浇筑混凝土，作为建筑物主体的受力承重结构；非承重墙体，无论外围护墙体还是内隔断墙体，大多采用新型的砌块，砖，进行人工砌筑，然后两面抹灰完成。这种建设模式，仍然需要大量的人工，需要消耗大量的模板，建设周期长，总成本高。在对填充墙、梁、柱、剪力墙等的混凝土浇筑时需要用到浇筑模板，利用浇筑模板将需要浇筑的梁、柱、剪力墙等围成梁、 柱、剪力墙等的空腔形状进行混凝土浇筑，混凝土定型后拆除模板，拆除模板后再进行保温，在混凝土墙面上铺设一层保温材料，然后再进行墙面修饰。为了固定浇筑模板，往往还需要外力固定，使用对拉螺栓，支撑木方等。
可见，上述两种方式在操作时均需要大量的人力和物力的支持，不仅准备的物料和工件种类较多，而且操作施工程序比较繁琐，大大降低的施工效率，无法满足现在快节奏的社会需求。
CN104912230A公开了一种模块化装配式复合墙体及其连接方式，该结构的目的在于通过冷弯薄壁型钢框架承受竖向荷载及水平荷载，通过发泡水泥作为芯材填充入冷弯薄壁型钢框架中，用来保温、限制冷弯薄壁型钢框架变形提高墙体承载力，通过冷弯薄壁型钢框架附加自流平水泥面层来提高墙体的水平抗剪能力、抗裂性能、抗冲击性能，通过自流平水泥面层的立面加工来完成墙体的装饰装修，通过冷弯薄壁型钢框架中外边框的M型钢、高强螺栓、方钢管形成的连接方式用 来实现墙体间水平连接及与楼板的竖向连接。此复合墙体模块化装配化程度高、适合工业化流水线生产、集装修、保温、结构一体化，其 连接方式安全可靠且易于施工安装、更换，成本较低。
 技术问题
但是从具体结构可以得知，其框架(1)包括竖向M型钢(1a)、竖向C型钢(1b)、横向M型钢(1c)、U形连接件(1d)，还包括方钢管（6），仅仅构成其主要框架的主要钢材就涉及多种规格，这样，不仅在备料准备过程中浪费较多精力和时间；而且在预加工过程中也针对不同的钢材进行不同设备、生产线和加工工序进行配备，无疑也存在一定的时间和资源的损失；同时，多型号、规格的钢材组件在安装时，也会对施工者的施工造成查找、误装等影响，进而该申请也无法在墙体的安装效率上进行更好的优化。
 技术解决方案
本发明的目的在于，针对上述现有技术的不足，提出一种装配式模块化墙体结构及其安装方法，该结构能够实现标准件管理、灵活组架、快速装配，有效提高施工效率。
本发明提出一种装配式模块化墙体结构，包括用以组架墙体结构主体的杠梁、安装于地面的用以定位固定墙体结构主体的底座、六面均带有安装部呈长方体并一面与所述底座螺接固定的多个六面块、设于所述六面块上通过所述安装部进行固定并用以连接固定所述杠梁的连接件，和固定于所述杠梁外侧的面板，以及通过所述面板围成的闭合的技术夹层；所述六面块、连接件和杠梁组架成支撑网架，所述技术夹层内包括一组或两组所述支撑网架。
进一步地，所述连接件包括用以与所述六面块上的安装部固定连接的固定部，和多个可与来自不同方向的所述杠梁固定连接的连接部。
进一步地，所述连接部上设有用以固定连接所述杠梁的第一螺孔，和用以对所述杠梁进行限位的限位板。
进一步地，所述连接件包括可同时固定连接不同方向的连接部的单向件、双向件、三向件和四向件。
进一步地，所述杠梁设有多个用以与所述连接件固定连接且呈条形开设的第二螺孔，和用以钉装所述面板且材质为木质的钉装部；设于所述面板上且与所述钉装部对应并异侧的钉装标识。
进一步地，还包括一端贯穿于所述底座并螺接固定于所述六面块的安装部、另一端抵接于顶部墙体用以加强所述支撑网架稳定性的顶升单元。
进一步地，所述顶升单元包括用以螺接于所述安装部的螺纹部、用以通过螺纹部的旋进或旋出进而抵接于顶部墙体的抵接部，以及与所述螺纹部和抵接部一体式设置用以控制驱动所述螺纹部旋进或旋出的调节部；所述螺纹部还设有一用以锁定其旋进或旋出高度的锁定部。
进一步地，所述六面块包括二可相互扣合的壳体，和设于棱柱上用以将二壳体紧固的紧固部。
进一步地，所述底座包括用以支撑固定所述六面块的基座和设于所述基座外周用以扩大支撑面的拓展部，以及贯穿于所述拓展部并固定于底部地面的膨胀螺丝。
一种装配式模块化墙体结构的安装方法，包括以下步骤：
S1：实地测量、并绘制图纸；
S2：通过图纸进行计算各模块的数量和尺寸，计算后，对各模块进行编号或标记，同时在图纸上标注对应编号或标记后的模块，并进行模块标准件的自动化生产；
S3：根据图纸进行现场弹线；
S4：依据弹线和图纸上的模块编号进行安装：先进行墙体结构底部的底座的固定，并进行底部横向杠梁的串联组装，再由下至上进行纵向杠梁的组装，最后进行顶部横梁的横向组装，即完成了主体框架的组架；
S5：在主体框架外通过横梁进行面板的固定。
 有益效果
本发明的一种装配式模块化墙体结构及其安装方法具有以下有益效果：
（1）本发明通过将杠梁、底座、六面块、连接件和面板进行标准件设定，实现自动化生产流水线批量生产，型号、规格匹配度高，便于组架时快速对接插装；
（2）六面块的六面设计，能够同时实现多个配件的组合装配，并且组合方式灵活、多变，能够满足墙体不同的布局需求，大大提高了本墙体结构的不同场合的适用性和应变能力；
（3）不同类型的标准件式连接件，能够实现不同方向的杠梁搭接，无选择局限性，同时，本申请的不同类型的连接件可以相互之间替代使用；
（4）通过钉装部可以通过气钉枪实现面板的快速钉装，进一步地减少了整体施工时间，提高了施工效率；
（5）通过顶升单元可以有效避免墙体结构的顶部晃动，采用抵接顶升的方式不仅顶部墙体不被大规模破坏，同时也进一步地加强了整体的结构稳定性；
（6）通过发泡水泥作为芯材填充入冷弯薄壁型钢框架，可以有效提高钢架结构的强度和刚度；
（7）通过对不同模块的尺寸进行合理设计计算，合理得到大部分标准件的数据，这些部件可规模化批量生产，大大降低制作成本和时间成本，小部分特殊部位的部件可单独生产，以确保工件质量；
（8）通过对模块进行编号或者标记，进一步的加快了操作者在施工时的进度，而且也有效保证了施工的正确率。
 附图说明
并入到说明书中并且构成说明书的一部分的附图示出了本发明的实施例，并且与描述一起用于解释本发明的原理。在这些附图中，类似的附图标记用于表示类似的要素。下面描述中的附图是本发明的一些实施例，而不是全部实施例。对于本领域普通技术人员来讲，在不付出创造性劳动的前提下，可以根据这些附图获得其他的附图。
图1为本发明实施例的一种装配式模块化墙体结构的结构示意图；
图2为本发明实施例的一种装配式模块化墙体结构的一种安装形式结构俯视图；
图3为本发明实施例的一种装配式模块化墙体结构的另一种安装形式结构俯视图；
图4为本发明实施例的一种装配式模块化墙体结构的内部结构示意图；
图5为本发明实施例的一种装配式模块化墙体结构的六面块侧视图；
图6为本发明实施例的一种装配式模块化墙体结构的六面块俯视图；
图7为本发明实施例的一种装配式模块化墙体结构的杠梁结构示意图；
图8为本发明实施例的一种装配式模块化墙体结构的局部A结构放大图；
图9为本发明实施例的一种装配式模块化墙体结构的底座结构俯视图；
图10为本发明实施例的一种装配式模块化墙体结构的局部B结构放大图；
图11为本发明实施例的一种装配式模块化墙体结构的顶升单元结构示意图；
图12为本发明实施例的一种装配式模块化墙体结构的局部C结构放大图；
图13为本发明实施例的一种装配式模块化墙体结构的另一种安装形式结构俯视图；
图14为本发明实施例的一种装配式模块化墙体结构的另一种安装形式结构俯视图。
图中：1-杠梁、11-第二螺孔、12-钉装部、2-底座、21-基座、22-膨胀螺丝、23-拓展部、3-六面块、31-安装部、32-壳体、33-紧固部、4-连接件、41-固定部、42-连接部、421-第一螺孔、422-限位板、4b-双向件、4c-三向件、4d-四向件、5-面板、51-钉装标识、6-技术夹层、7-支撑网架、8-顶升单元、81-螺纹部、82-抵接部、83-调节部、84-锁定部。
 本发明的最佳实施方式
为使本发明实施例的目的、技术方案和优点更加清楚，下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。需要说明的是，在不冲突的情况下，本申请中的实施例及实施例中的特征可以相互任意组合。
请参阅图1、图2和图3。本发明实施例的一种装配式模块化墙体结构，包括用以组架墙体结构主体的杠梁1、安装于地面的用以定位固定墙体结构主体的底座2、六面均带有安装部31呈长方体并一面与底座2螺接固定的多个六面块3、设于六面块3上通过安装部31进行固定并用以连接固定杠梁1的连接件4，和固定于杠梁1外侧的面板5，以及通过面板5围成的闭合的技术夹层6；六面块3、连接件4和杠梁1组架成支撑网架7，技术夹层6内可包括一组或两组支撑网架7。
连接件4包括用以与六面块3上的安装部31固定连接的固定部41，和多个可与来自不同方向的杠梁1固定连接的连接部42。
连接部42上设有用以固定连接杠梁1的第一螺孔421，和用以对杠梁1进行限位的限位板422。
连接件4包括可同时固定连接不同方向的连接部42的单向件、双向件4b、三向件4c和四向件4d。本申请连接件4包括的双向件4b、三向件4c和四向件4d，其连接角度不仅仅局限于直角、平角，也可以为钝角、锐角。本申请通过连接件4与杠梁1的组合装配也可进行墙体的载物支撑，但，需要事先测量好墙体未来具体载物挂件的位置，这样既可在对应位置预设杠梁1和挂架，同时也需要对应面板5的精确开孔设置，请参阅图4。
本申请的连接件4实则通过C型钢进行分段切割后，进行多角度焊接组合，再通过铣床进行第一螺孔421的加设，一般采用2孔或者4孔；连接件4上的固定部41也与第一螺孔421一样的加设，但是其位置可位于不同面，可多面设置，目的是便于与六面块3的灵活装配。
请参阅图7。本申请的杠梁1采用的是C型钢，这样的目的是为了更好的与连接件4进行贴合固定，其内容也便于固定一些木质方木，有利于面板5的固定安装；同时材料易于获得，产品结构强度复合本申请墙体结构的需求；但是也可采用方钢、或者工字钢，其材质也可采用铝制，具体需要根据装配需求采购定制；也可实施冷弯薄壁型钢框架的组架。
杠梁1采用的C型钢要小于连接件4采用的C型钢尺寸，其目的是连接件4上的连接部42正好可以容置杠梁1，实现上下限位，也便于二者的贴合，又有利于整体结构的稳定性。
请参阅图5和图6。六面块3包括二可相互扣合的壳体32，和设于棱柱上用以将二壳体32紧固的紧固部33。本发明具体实施例采用的六面块3为正方体。其通过四个方位棱上的螺栓固定合成一个整体。
本发明具体实施例需要先将六面块3与底座2螺接固定，由于六面块3的每个面都有安装部31，安装部31为螺纹孔，六面块3在制备加工过程中，采用较厚材质的钢板冲压而成，再通过铣床加设每个面的螺纹孔，所以在使用时，六面块3的每个面都是一样的，这样，既可快速与底座2和连接件4通过螺杆进行固定连接，无需寻找挑拣；底座2与六面块3固定之后，在通过膨胀螺丝22将带有六面块3的底座2固定于地面，这时，根据图纸上的墙体设计走向，进行连接件4的快装，快装后，再进行底部横向杠梁1的与连接件4的固定；依次由下至上进行整个支撑网架7的装配组架，由于整个过程只需操作者持手电钻既可操作，均采用同等规格强度的螺杆进行组架装配，同时，此种安装思路较为清晰，避免了操作者的误操作等现象发生，大大的节省了操作时间，提高了工作效率。
请参阅图13和图14。本申请的六面块3与连接件4可以灵活搭配，从而可以完成单面墙、“L”型墙、“T”型墙、“十”字型墙的组架，同时，可以根据实际建筑需求，来进行墙体结构强度的选择性搭建，具体方式有单层支撑网架7双层面板5结构，和双层支撑网架7双层面板5结构，次两种结构具有不同的支撑强度，单层支撑网架7双层面板5结构其强度相对较弱，适合隔断、非载物负重墙面的装配，而双层支撑网架7双层面板5结构由于其具有较强的强度主要用于载物负重墙体的装配。作为本发明的另一个实施方式，也可以采用单层支撑网架7单层面板5结构，其可以用于应急、简易的隔离墙体，如医学隔离、施工隔离、险情警示隔离等。
技术夹层6内可以布设墙内电路和水路，同时也可进行各种功能性的泡沫水泥的浇筑，进而进一步的加强其结构性和功能性，例如隔音、保温、吸湿吸潮等，该墙体的功能性特点也可展现于其面板5上，其面板5可以采用多种功能性设置。显然的，对于面板5的材质本申请优选的为木质板，由于木质板在钉装时，简单、省时省力，同时也便于后续面层的装饰。
杠梁1设有多个用以与连接件4固定连接且呈条形开设的第二螺孔11，和用以钉装面板5且材质为木质的钉装部12；设于面板5上且与钉装部12对应并异侧的钉装标识51。采用木质的钉装部12可以使面板5更加快速的安装，采用气钉枪进行快速钉装，钉装标识51为设在操作者一侧的，由于将面板5进行钉装前，需要先将面板5贴合于预安装位置，这时，操作者在外侧无法看到面板5内侧杠梁1上装订部的位置，所以在加工时进行该标识的喷涂或者标记，这样，操作者既可明确具体位置，再通过自攻螺丝进行边角的简单固定，最后快速钉装，请参阅图12。
请参阅图10和图11。还包括一端贯穿于底板并螺接固定于六面块3的安装部31、另一端抵接于顶部墙体用以加强支撑网架7稳定性的顶升单元8。
顶升单元8包括用以螺接于安装部31的螺纹部81、用以通过螺纹部81的旋进或旋出进而抵接于顶部墙体的抵接部82，以及与螺纹部81和抵接部82一体式设置用以控制驱动螺纹部81旋进或旋出的调节部83；螺纹部81还设有一用以锁定其旋进或旋出高度的锁定部84。通过顶升单元8可以有效避免墙体结构的顶部晃动，采用抵接顶升的方式不仅顶部墙体不被大规模破坏，同时也进一步地加强了整体的结构稳定性。
请参阅图8和图9。底座2包括用以支撑固定六面块3的基座2和设于基座2外周用以扩大支撑面的拓展部23，以及贯穿于拓展部23并固定于底部地面的膨胀螺丝22。
一种装配式模块化墙体结构的安装方法，包括以下步骤：
S1：实地测量、并绘制图纸；
S2：通过图纸进行计算各模块的数量和尺寸，计算后，对各模块进行编号或标记，同时在图纸上标注对应编号或标记后的模块，并进行模块标准件的自动化生产；
S3：根据图纸进行现场弹线；
S4：依据弹线和图纸上的模块编号进行安装：先进行墙体结构底部的底座2的固定，并进行底部横向杠梁1的串联组装，再由下至上进行纵向杠梁1的组装，最后进行顶部横梁的横向组装，即完成了主体框架的组架；
S5：在主体框架外通过横梁进行面板5的固定。
上面描述的内容可以单独地或者以各种方式组合起来实施，而这些变型方式都在本发明的保护范围之内。
需要说明的是，在本文中，诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来，而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且，术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含，从而使得包含一系列要素的过程、方法、物品或者设备不仅包括那些要素，而且还包括没有明确列出的其他要素，或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下，由语句“包括一个…”限定的要素，并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。
最后应说明的是：以上实施例仅用以说明本发明的技术方案，而非对其限制。尽管参照前述实施例对本发明进行了详细的说明，本领域的普通技术人员应当理解：其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换；而这些修改或者替换，并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。

Claims (10)

  1. 一种装配式模块化墙体结构，其特征在于：包括用以组架墙体结构主体的杠梁（1）、安装于地面的用以定位固定墙体结构主体的底座（2）、六面均带有安装部（31）呈长方体并一面与所述底座（2）螺接固定的多个六面块（3）、设于所述六面块（3）上通过所述安装部（31）进行固定并用以连接固定所述杠梁（1）的连接件（4），和固定于所述杠梁（1）外侧的面板（5），以及通过所述面板（5）围成的闭合的技术夹层（6）；所述六面块（3）、连接件（4）和杠梁（1）组架成支撑网架（7），所述技术夹层（6）内包括一组或两组所述支撑网架（7）。
  2. 如权利要求1所述的一种装配式模块化墙体结构，其特征在于：所述连接件（4）包括用以与所述六面块（3）上的安装部（31）固定连接的固定部（41），和多个可与来自不同方向的所述杠梁（1）固定连接的连接部（42）。
  3. 如权利要求2所述的一种装配式模块化墙体结构，其特征在于：所述连接部（42）上设有用以固定连接所述杠梁（1）的第一螺孔（421），和用以对所述杠梁（1）进行限位的限位板（422）。
  4. 如权利要求3所述的一种装配式模块化墙体结构，其特征在于：所述连接件（4）包括可同时固定连接不同方向的连接部（42）的单向件、双向件（4b）、三向件（4c）和四向件（4d）。
  5. 如权利要求1所述的一种装配式模块化墙体结构，其特征在于：所述杠梁（1）设有多个用以与所述连接件（4）固定连接且呈条形开设的第二螺孔（11），和用以钉装所述面板（5）且材质为木质的钉装部（12）；所述面板（5）上设有用以标识所述钉装部（12）的钉装标识（51）。
  6. 如权利要求1所述的一种装配式模块化墙体结构，其特征在于：还包括一端贯穿于所述底座并螺接固定于所述六面块（3）的安装部（31）、另一端抵接于顶部墙体用以加强所述支撑网架（7）稳定性的顶升单元（8）。
  7. 如权利要求6所述的一种装配式模块化墙体结构，其特征在于：所述顶升单元（8）包括用以螺接于所述安装部（31）的螺纹部（81）、用以通过螺纹部（81）的旋进或旋出进而抵接于顶部墙体的抵接部（82），以及与所述螺纹部（81）和抵接部（82）一体式设置用以控制驱动所述螺纹部（81）旋进或旋出的调节部（83）；所述螺纹部（81）还设有一用以锁定其旋进或旋出高度的锁定部（84）。
  8. 如权利要求1所述的一种装配式模块化墙体结构，其特征在于： 所述六面块（3）包括二可相互扣合的壳体（32），和设于棱柱上用以将二所述壳体（32）紧固的紧固部（33）。
  9. 如权利要求1所述的一种装配式模块化墙体结构，其特征在于：所述底座（2）包括用以支撑固定所述六面块（3）的基座（2）和设于所述基座（2）外周用以扩大支撑面的拓展部（23），以及贯穿于所述拓展部（23）并固定于底部地面的膨胀螺丝（22）。
  10. 如权利要求1-9任意一项所述的一种装配式模块化墙体结构的安装方法，其特征在于，包括以下步骤：
    S1：实地测量、并绘制图纸；
    S2：通过图纸进行计算各模块的数量和尺寸，计算后，对各模块进行编号或标记，同时在图纸上标注对应编号或标记后的模块，并进行模块标准件的自动化生产；
    S3：根据图纸进行现场弹线；
    S4：依据弹线和图纸上的模块编号进行安装：先进行墙体结构底部的底座（2）的固定，并进行底部横向杠梁（1）的串联组装，再由下至上进行纵向杠梁（1）的组装，最后进行顶部横梁的横向组装，即完成了主体框架的组架；
    S5：在主体框架外通过横梁进行面板（5）的固定。
PCT/CN2020/084266 2020-03-30 2020-04-10 一种装配式模块化墙体结构及其安装方法 WO2021196260A1 (zh)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113818593A (zh) * 2021-10-29 2021-12-21 长春恒发房地产开发有限公司 一种装配式室内隔音墙辅助组件
CN114086738A (zh) * 2021-11-12 2022-02-25 中国建筑第五工程局有限公司 一种装配式装饰条组件及装配式隔墙总成
CN114086697A (zh) * 2021-11-12 2022-02-25 中国建筑第五工程局有限公司 一种室内装配式隔墙组件
CN114908971A (zh) * 2022-07-18 2022-08-16 中国二十二冶集团有限公司 防止水池后浇带墙体渗漏的支模施工方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851800A (zh) * 2020-08-06 2020-10-30 陕西常瑞建设工程有限公司 一种便于清灰的装配式隔墙
CN113323193B (zh) * 2021-06-16 2022-11-04 安徽未来饰界实业有限公司 一种用于室内隔断的装配式内墙板

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000273952A (ja) * 1999-03-19 2000-10-03 Yukio Adachi 建築用構造材の接続装置
CN202148604U (zh) * 2011-06-28 2012-02-22 北华航天工业学院 一种连接头
CN102953454A (zh) * 2012-10-26 2013-03-06 谢培敏 一种新型组合式隔墙及其安装方法
CN209353525U (zh) * 2018-11-09 2019-09-06 苏州金螳螂建筑装饰股份有限公司 一种装配式免钉隔墙
CN110607857A (zh) * 2019-09-20 2019-12-24 金螳螂精装科技（苏州）有限公司 一种装配式龙骨隔墙的安装结构
US10577795B2 (en) * 2014-09-02 2020-03-03 Chung Jong Lee Construction panel assembly and construction method using same

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2993911B2 (ja) * 1997-04-11 1999-12-27 昭和住宅資材株式会社 形材の連結構造
CN103899010A (zh) * 2012-12-25 2014-07-02 上海钢之杰钢结构建筑有限公司 一种cca面板覆面龙骨式复合墙
DE102016214254A1 (de) * 2016-08-02 2018-02-08 Octanorm-Vertriebs-GmbH für Bauelemente Verbinder
CN110258797A (zh) * 2019-06-27 2019-09-20 西安建筑科技大学 一种钢结构盒式模块间连接节点

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000273952A (ja) * 1999-03-19 2000-10-03 Yukio Adachi 建築用構造材の接続装置
CN202148604U (zh) * 2011-06-28 2012-02-22 北华航天工业学院 一种连接头
CN102953454A (zh) * 2012-10-26 2013-03-06 谢培敏 一种新型组合式隔墙及其安装方法
US10577795B2 (en) * 2014-09-02 2020-03-03 Chung Jong Lee Construction panel assembly and construction method using same
CN209353525U (zh) * 2018-11-09 2019-09-06 苏州金螳螂建筑装饰股份有限公司 一种装配式免钉隔墙
CN110607857A (zh) * 2019-09-20 2019-12-24 金螳螂精装科技（苏州）有限公司 一种装配式龙骨隔墙的安装结构

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113818593A (zh) * 2021-10-29 2021-12-21 长春恒发房地产开发有限公司 一种装配式室内隔音墙辅助组件
CN114086738A (zh) * 2021-11-12 2022-02-25 中国建筑第五工程局有限公司 一种装配式装饰条组件及装配式隔墙总成
CN114086697A (zh) * 2021-11-12 2022-02-25 中国建筑第五工程局有限公司 一种室内装配式隔墙组件
CN114908971A (zh) * 2022-07-18 2022-08-16 中国二十二冶集团有限公司 防止水池后浇带墙体渗漏的支模施工方法

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