Fabricated shear wall assembly
By using tenon-and-piece and concrete-filled metal rods in prefabricated shear wall components, the problem of poor shear resistance is solved, and the bearing capacity and construction period of the structure are improved.
Patent Information
- Application Number
- CN202420818013.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-19
- Publication Date
- 2025-02-07
- Estimated Expiration
- 2034-04-19
AI Technical Summary
The existing prefabricated shear wall components have poor shear resistance at horizontal joints, which reduces the bearing capacity of the structure.
Tensile and compressive strength is enhanced by using tenon-and-piece connections between walls, horizontal connections and corner connections, and metal rods are installed in the through holes and filled with concrete.
The connection strength between shear wall components is improved, ensuring reliable force transmission during tension and pressure, and shortening construction period through prefabricated reinforced concrete walls.
Smart Images

Figure CN222435604U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction, in particular to an assembled shear wall component. Background Art
[0002] With the rapid development of society, the country pays more and more attention to the development of green and energy-saving buildings. The prefabricated shear wall structure system is a common building structure system for ordinary multi-story residential buildings. It has been rapidly developed and widely used due to its advantages such as high degree of industrialized production, controllable component quality, fast construction speed, and green energy saving.
[0003] Chinese patent application No. 202320807989.1 discloses an assembled shear wall connection assembly, comprising a first wall, a second wall and a connecting piece arranged between the first wall and the second wall, wherein the first wall and the second wall are fixedly installed with an insert block on one side close to the connecting piece, and the insert block can be inserted into the interior of the connecting piece; a first spring is fixedly installed inside the insert block, a first clamping block is fixedly installed at one end of the first spring, a first clamping groove adapted to the first clamping block is provided inside the connecting piece, an inclined surface facing the connecting piece is provided at the end of the first clamping block away from the first spring, an installation groove connected to the first clamping groove is provided inside the connecting piece, a threaded rod is rotatably connected to the inner wall of the installation groove provided in the connecting piece, a movable plate is threadedly connected to the outer surface of the threaded rod, an extrusion block for pushing the first clamping block to move is fixedly installed on one side of the movable plate, and sliding mechanisms are provided on opposite sides of the movable plate.
[0004] However, when the above-mentioned assembled shear wall assembly is in use, the prefabricated wall and the connecting column are connected by multiple sets of bolts, and the shear resistance at the horizontal joints is poor, which reduces the bearing capacity of the structure. Based on the shortcomings of the existing technology, the utility model designs an assembled shear wall assembly. Utility Model Content
[0005] In view of the deficiencies of the prior art, the utility model provides a prefabricated shear wall assembly to overcome the above-mentioned technical problems existing in the prior related technology.
[0006] The utility model provides the following technical solutions: an assembled shear wall assembly, including a wall body and a connecting piece, the two sides of the wall body are respectively provided with installation grooves, the connecting piece includes a horizontal connection and a corner connection, the two ends of the horizontal connection and the corner connection are respectively provided with connection blocks corresponding to the installation grooves at the two ends of the wall body, the horizontal connection and the corner connection are respectively provided at the two ends of the wall body and are clamped with the wall body through the connection blocks, the two ends of the wall body and the two ends of the horizontal connection and the corner connection are all provided with corresponding through holes, and metal rods are provided in the through holes. The wall body, the horizontal connection and the corner connection are fixedly connected by mortise and tenon, and metal rods are provided in the through holes at the two ends of the wall body and the two ends of the horizontal connection and the corner connection, and the through holes are filled with concrete, which has good tensile and compressive strength, can ensure the reliable transmission of tension and compression between the shear wall components after connection, and the prefabricated reinforced concrete wall, the building structure is designed according to the finished size of the prefabricated wall, and the construction period is further shortened.
[0007] As a preferred technical solution of the utility model, the top and bottom of the wall are respectively provided with positioning grooves and positioning blocks.
[0008] As a preferred technical solution of the utility model, the through holes on the wall, the horizontal connection and the corner connection are filled with concrete.
[0009] As a preferred technical solution of the present invention, the wall, horizontal connection and corner connection are fixedly connected by mortise and tenon method.
[0010] As a preferred technical solution of the present utility model, the wall, horizontal connection and corner connection are all reinforced concrete structures.
[0011] Compared with the prior art, the utility model has the following beneficial effects:
[0012] The assembled shear wall component is fixedly connected by using mortise and tenon method between the wall, horizontal connection and corner connection, and metal rods are arranged in the through holes at both ends of the wall and the two ends of the horizontal connection and the corner connection, and the through holes are filled with concrete. It has good tensile and compressive strength, and can ensure reliable transmission of tensile and compressive forces between the shear wall components after connection. In addition, the prefabricated reinforced concrete wall is designed according to the finished size of the prefabricated wall, and the construction period is further shortened. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0014] Figure 2 This is a schematic diagram of the structure of the corner connection in the utility model;
[0015] Figure 3It is a structural schematic diagram of the horizontal connection in the utility model.
[0016] In the figure: wall 1, horizontal connection 2, corner connection 3, connection block 4, through hole 5, metal rod 6, positioning groove 7, positioning block 8. DETAILED DESCRIPTION
[0017] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0018] See also Figure 1-3 A prefabricated shear wall assembly includes a wall 1 and a connector, both sides of the wall 1 are provided with mounting grooves, the connector includes a horizontal connection 2 and a corner connection 3, both ends of the horizontal connection 2 and the corner connection 3 are provided with connection blocks 4 corresponding to the mounting grooves at both ends of the wall 1, the horizontal connection 2 and the corner connection 3 are respectively provided at both ends of the wall 1 and are clamped with the wall 1 through the connection blocks 4, both ends of the wall 1 and both ends of the horizontal connection 2 and the corner connection 3 are provided with corresponding through holes 5, and metal rods 6 are provided in the through holes 5. The wall 1, the horizontal connection 2 and the corner connection 3 are fixedly connected by using a mortise and tenon method, and metal rods 6 are provided in the through holes 5 at both ends of the wall 1 and at both ends of the horizontal connection 2 and the corner connection 3, and the through holes 5 are filled with concrete, which has good tensile and compressive strength, and can ensure reliable transmission of tension and compression after the shear wall components are connected.
[0019] See also Figure 1-3 The top and bottom of the wall 1 are respectively provided with positioning grooves 7 and positioning blocks 8. The through holes 5 on the wall 1, the horizontal connection 2 and the corner connection 3 are filled with concrete. The wall 1, the horizontal connection 2 and the corner connection 3 are fixedly connected by mortise and tenon joints. The wall 1, the horizontal connection 2 and the corner connection 3 are all reinforced concrete structures. The prefabricated reinforced concrete wall 1 is designed according to the finished size of the prefabricated wall 1 to further shorten the construction period.
[0020] Working principle: when a dustproof tea sieving machine is used, firstly, the horizontal connection 2 and the corner connection 3 are respectively arranged at the two ends of the wall 1 and clamped with the wall 1 through the connection block 4, and then metal rods 6 are arranged in the through holes 5 at the two ends of the wall 1 and the two ends of the horizontal connection 2 and the corner connection 3, and the through holes 5 are filled with concrete. The wall 1, the horizontal connection 2 and the corner connection 3 are fixedly connected by mortise and tenon, and metal rods 6 are arranged in the through holes 5 at the two ends of the wall 1 and the two ends of the horizontal connection 2 and the corner connection 3, and the through holes 5 are filled with concrete, which has good tensile and compressive strength, can ensure the reliable transmission of tension and compression between the shear wall components after connection, and the prefabricated reinforced concrete wall 1 is designed according to the finished size of the prefabricated wall 1, which further shortens the construction period.
[0021] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. An assembled shear wall assembly, comprising a wall body (1) and a connecting piece, characterized in that: The wall (1) is provided with mounting grooves on both sides, the connecting member comprises a horizontal connection (2) and a corner connection (3), the two ends of the horizontal connection (2) and the corner connection (3) are provided with connection blocks (4) corresponding to the mounting grooves at the two ends of the wall (1), the horizontal connection (2) and the corner connection (3) are respectively provided at the two ends of the wall (1) and are clamped with the wall (1) through the connection blocks (4), the two ends of the wall (1) and the two ends of the horizontal connection (2) and the corner connection (3) are all provided with corresponding through holes (5), and the through holes (5) are provided with metal rods (6).
2. The assembled shear wall assembly according to claim 1, characterized in that: The top and bottom of the wall (1) are respectively provided with a positioning groove (7) and a positioning block (8).
3. The assembled shear wall assembly according to claim 1, characterized in that: The through holes (5) on the wall (1), the horizontal connection (2) and the corner connection (3) are filled with concrete.
4. The assembled shear wall assembly according to claim 1, characterized in that: The wall (1), the horizontal connection (2) and the corner connection (3) are fixedly connected by means of mortise and tenon joints.
5. The assembled shear wall assembly according to claim 1, characterized in that: The wall (1), horizontal connection (2) and corner connection (3) are all reinforced concrete structures.
Citation Information
Patent Citations
Fabricated shear wall connecting assembly
CN219548079U