CN217268148U

CN217268148U - Take assembled shear force wall of corner

Info

Publication number: CN217268148U
Application number: CN202123238702.8U
Authority: CN
Inventors: 蔡新波; 温晓宏
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-12-22
Filing date: 2021-12-22
Publication date: 2022-08-23
Anticipated expiration: 2031-12-22

Abstract

The utility model discloses a take assembled shear force wall of corner, including concrete slab A, still include installation mechanism and concrete slab B, installation mechanism is installed to concrete slab A both sides, installation mechanism specifically comprises fixed plate A, fixed plate B, fixed plate C, fastener A, module A, installation piece A, module B, installation piece B, dead lever, module C and installation piece C, fixed plate B is connected to fixed plate A one side block, fixed plate B one end installation fixed plate C, connecting fastener A can be dismantled in fixed plate A and the fixed plate C outside, fixed plate A one side installation module C, the welding of module C top has installation piece C, installation piece C top installation piece B. The utility model discloses take assembled shear force wall of corner through mutually supporting between installation piece group and the dead lever, is convenient for install and remove the module group, has improved the practicality of taking the assembled shear force wall of corner.

Description

Take assembled shear force wall of corner

Technical Field

The utility model relates to a shear force wall technical field, in particular to take assembled shear force wall of corner.

Background

For years, in the building industry, a large amount of concrete pouring work is related, the pouring work of the corner part of the traditional wall body needs to consume a large amount of manpower, material resources and time on site, the existing formwork erection and cast-in-place is still needed at the corner part of the wall body in the assembly type building technology which is raised in recent years, and vertical concrete prefabricated components in the assembly type building have many defects in the connection interval of upper and lower layers of reinforcing steel bars and the interface of new and old concrete, for example, the cold joints which are possibly generated due to overlong intervals are poured by the new and old concrete, and the problem of water leakage is easily caused by cracks at the later stage.

Patent No. 201820589092.5 discloses a take assembled shear force wall of corner, it includes: the straight section disassembly-free concrete formwork comprises a straight section disassembly-free concrete formwork, a corner part outer PCF plate, a corner part inner side formwork and an end edge sealing formwork; the device also comprises a fixing device used for clamping the PCF plate at the outer side of the corner part, the template at the inner side of the corner part and the template used for clamping the edge sealing template at the end part; the disassembly-free concrete template comprises concrete plates on the inner side and the outer side and pull rods uniformly distributed between the two concrete plates; the fixing device comprises profile steel and a pull rod, wherein the profile steel is symmetrically arranged on the PCF plate on the outer side of the corner part and the template on the inner side of the corner part. The utility model discloses existing cast-in-place structure's advantage, the wholeness is good, and the shock resistance is good, and is difficult to produce the crack, possesses assembly type structure's advantage again, practices thrift on-the-spot manual work, and the job site is clean and tidy, shortens construction cycle etc..

This take assembled shear force wall of corner has following drawback: the connecting module at the corner of the fabricated shear wall with the corner is complex to disassemble, and the installation needs small parts such as screws, which wastes time and labor; 2. the assembled shear wall with the corner has poor bearing strength, and the bearing capacity of the assembled shear wall with the corner is reduced.

SUMMERY OF THE UTILITY MODEL

The utility model discloses a main objective is providing a take assembled shear force wall of corner, can effectively solve the problem in the background art.

In order to achieve the above purpose, the utility model adopts the technical proposal that:

the fabricated shear wall with the corner comprises a concrete slab A, a mounting mechanism and a concrete slab B, the concrete slab A is provided with mounting mechanisms at two sides, each mounting mechanism is composed of a fixing plate A, a fixing plate B, a fixing plate C, a fastener A, a module A, a mounting block A, a module B, a mounting block B, a fixing rod, a module C and a mounting block C, one side of the fixed plate A is clamped and connected with a fixed plate B, one end of the fixed plate B is provided with a fixed plate C, the fixing plate A and the outer side of the fixing plate C are detachably connected with a fastener A, one side of the fixing plate A is provided with a module C, the top end of the module C is welded with a mounting block C, a mounting block B is arranged above the mounting block C, the mounting block B is welded on one side of the module B, one side of the module B is clamped and connected with the module A, and one end of the module A is fixedly connected with the mounting block A.

Furthermore, the assembled shear wall further comprises a supporting mechanism, wherein the supporting mechanism is arranged on the inner side of the concrete slab B, and the bearing capacity of the assembled shear wall with the corner is enhanced through the supporting mechanism.

Further, supporting mechanism specifically comprises horizontal pole, connecting block, strengthening rib A, fixed block, strengthening rib B, fastener B and fastener C, horizontal pole outside erection joint piece, connecting block one side plug-in connection strengthening rib A, the nested installation fixed block in strengthening rib A one end outside, the inboard plug-in connection strengthening rib B of fixed block, strengthening rib B one side installation fastener B, fastener B below erection fastener C through strengthening rib B and the mutually supporting between the fastener group, can increase the intensity of taking the assembled shear force wall of corner.

Furthermore, the module A and the module C are both L-shaped plates, and the assembly type shear wall with corners can be fixed due to the fact that the module A and the module C are both L-shaped plates.

Furthermore, the mounting block B is in an axial symmetry structure along the central axis of the module B, and the module A, the module B and the module C can be assembled and fixed due to the fact that the mounting block B is in the axial symmetry structure along the central axis of the module B.

Further, horizontal pole, connecting block, strengthening rib A, fixed block and strengthening rib B distribute along concrete slab A inside wall equidistance, because of horizontal pole, connecting block, strengthening rib A, fixed block and strengthening rib B distribute the shock resistance of multiplicable shear force wall along concrete slab A inside wall equidistance.

1. Compared with the prior art, the utility model discloses following beneficial effect has: place fixed plate A in concrete slab B one side, fixed plate A top block connects fixed plate B, install fixed plate C in fixed plate B one side, it is fixed with fixed plate group through fastener A, fix module A in concrete slab A one end outside, module B block is installed in module A one end, through installing block B, mutually support between installing block A and the dead lever, it is fixed with module A and module B, module B other end installation module C, through installing block B, mutually support between installing block C and the dead lever, it is fixed with module B and module C, convenient to assemble and disassemble.

2. The shear wall comprises a cross rod, a concrete slab A, a concrete slab B, a connecting block, a reinforcing rib A, a reinforcing rib B, a connecting block, a reinforcing rib A, a fixing block and a reinforcing rib B, wherein the cross rod is connected with the concrete slab A and the concrete slab B in an inserting mode, the reinforcing rib A is arranged at one end of the cross rod, the reinforcing rib A is connected with the fixing block in an inserting mode, the reinforcing rib B is arranged on the inner side wall of the concrete slab A in an inserting mode, and the cross rod, the connecting block, the reinforcing rib A, the fixing block and the reinforcing rib B are distributed along the inner side wall of the concrete slab A in an equidistant mode.

Drawings

Fig. 1 is a schematic view of the whole three-dimensional structure of the fabricated shear wall with a corner of the present invention.

Fig. 2 is a schematic view of a local overlooking structure of the fabricated shear wall with a corner of the present invention.

Fig. 3 is a schematic view of the structure of the local left side view of the mounting mechanism of the assembled shear wall with a corner of the utility model.

In the figure: 1. an installation mechanism; 101. fixing a plate A; 102. a fixing plate B; 103. a fixing plate C; 104. a fastener A; 105. a module A; 106. a mounting block A; 107. a module B; 108. a mounting block B; 109. fixing the rod; 110. a module C; 111. a mounting block C; 2. a support mechanism; 201. a cross bar; 202. connecting blocks; 203. a reinforcing rib A; 204. a fixed block; 205. reinforcing ribs B; 206. a fastener B; 207. a fastener C; 3. a concrete slab A; 4. and (B) a concrete slab.

Detailed Description

In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.

As shown in fig. 1-3, a fabricated shear wall with a corner comprises a concrete slab A3, a mounting mechanism 1 and a concrete slab B4, wherein the mounting mechanism 1 is mounted on two sides of the concrete slab A3, the mounting mechanism 1 specifically comprises a fixing plate a101, a fixing plate B102, a fixing plate C103, a fastener a104, a module a105, a mounting block a106, a module B107, a mounting block B108, a fixing rod 109, a module C110 and a mounting block C111, the fixing plate a101 is connected with the fixing plate B102 in a clamping manner on one side, the fixing plate B102 is provided with the fixing plate C103 at one end, the fixing plate a101 is connected with the fastener a104 in a detachable manner on the outer side of the fixing plate C103, the module C110 is mounted on one side of the fixing plate a101, the mounting block C111 is welded on the top end of the module C110, the mounting block B108 is mounted above the mounting block C111, the mounting block B108 is welded on one side of the module B107, the module B107 is connected with the module a105 in a clamping manner on one side, one end of the module A105 is fixedly connected with a mounting block A106.

The prefabricated shear wall further comprises a support mechanism 2, wherein the support mechanism 2 is installed on the inner side of the concrete slab B4, and the bearing capacity of the prefabricated shear wall with the corner is enhanced through the support mechanism 2.

The supporting mechanism 2 specifically comprises a cross rod 201, a connecting block 202, a reinforcing rib A203, a fixing block 204, a reinforcing rib B205, a fastener B206 and a fastener C207, the connecting block 202 is installed on the outer side of the cross rod 201, the reinforcing rib A203 is connected to one side of the connecting block 202 in an inserting mode, the fixing block 204 is installed on the outer side of one end of the reinforcing rib A203 in an embedding mode, the reinforcing rib B205 is connected to the inner side of the fixing block 204 in an inserting mode, the fastener B206 is installed on one side of the reinforcing rib B205, the fastener C207 is installed below the fastener B206, and the strength of the assembly type shear wall with the corner can be increased through mutual matching between the reinforcing rib B and the fastener group.

The module A105 and the module C110 are both L-shaped plates, and the module A105 and the module C110 are both L-shaped plates, so that the assembled shear wall with corners can be fixed.

The mounting block B108 is axially symmetric along the central axis of the module B107, and the module a105, the module B107 and the module C110 can be assembled and fixed because the mounting block B108 is axially symmetric along the central axis of the module B107.

The cross rod 201, the connecting block 202, the reinforcing ribs A203, the fixing block 204 and the reinforcing ribs B205 are distributed at equal intervals along the inner side wall of the concrete slab A3, and the cross rod 201, the connecting block 202, the reinforcing ribs A203, the fixing block 204 and the reinforcing ribs B205 are distributed at equal intervals along the inner side wall of the concrete slab A3, so that the shock resistance of the shear wall can be improved.

It should be noted that, the utility model relates to an assembled shear wall with corner, in operation, place concrete slab A3 and concrete slab B4 at fixed positions, cross bar 201 is inserted and connected with concrete slab A3 and concrete slab B4, connecting block 202 is installed at one end of cross bar 201, strengthening rib a203 is installed at one end of connecting block 202, strengthening rib a203 is inserted and connected with fixed block 204, strengthening rib B205 is installed at the inner side of fixed block 204, cross bar 201, connecting block 202, strengthening rib a203, fixed block 204 and strengthening rib B205 are equidistantly distributed along the inner side wall of concrete slab A3, because cross bar 201, connecting block 202, strengthening rib a203, fixed block 204 and strengthening rib B205 are equidistantly distributed along the inner side wall of concrete slab A3 to increase the shock resistance of the shear wall, fixing plate a101 is placed at one side of concrete slab B4, the top of fixing plate A3 is engaged and connected with fixing plate B102, fixing plate C103 is installed at one side of fixing plate B102, fixing plate group is fixed through fastener a104, fixing the module A105 at the outer side of one end of a concrete slab A3, installing the module B107 at one end of the module A105 in a clamping manner, fixing the module A105 and the module B107 through the mutual matching among the installation block B108, the installation block A106 and the fixing rod 109, installing the module C110 at the other end of the module B107, fixing the module B107 and the module C110 through the mutual matching among the installation block B108, the installation block C111 and the fixing rod 109, connecting the fastener C207 to the module A105 in a plug-in manner, and installing the fastener B206 on the module B107 in a plug-in manner.

The foregoing shows and describes the basic principles and principal features of the invention, together with the advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. The assembled shear wall with the corner comprises a concrete slab A (3) and is characterized by further comprising an installation mechanism (1) and a concrete slab B (4), wherein the installation mechanism (1) is installed on two sides of the concrete slab A (3), the installation mechanism (1) specifically comprises a fixing plate A (101), a fixing plate B (102), a fixing plate C (103), a fastener A (104), a module A (105), an installation block A (106), a module B (107), an installation block B (108), a fixing rod (109), a module C (110) and an installation block C (111), one side of the fixing plate A (101) is clamped and connected with the fixing plate B (102), the fixing plate C (103) is installed at one end of the fixing plate B (102), the fixing plate A (101) and the outer side of the fixing plate C (103) are detachably connected with the fastener A (104), and the module C (110) is installed on one side of the fixing plate A (101), the welding of module C (110) top has installation piece C (111), installation piece B (108) is installed to installation piece C (111) top, installation piece B (108) welding is in module B (107) one side, module A (105) is connected to module B (107) one side block, module A (105) one end fixed connection installation piece A (106).

2. The shear wall assembly with a corner according to claim 1, further comprising a support mechanism (2), wherein the support mechanism (2) is mounted on the inner side of the concrete slab B (4).

3. The assembled shear wall with the corner according to claim 2, wherein the supporting mechanism (2) specifically comprises a cross bar (201), a connecting block (202), reinforcing ribs A (203), a fixing block (204), reinforcing ribs B (205), fasteners B (206) and fasteners C (207), the connecting block (202) is installed on the outer side of the cross bar (201), the reinforcing ribs A (203) are connected to one side of the connecting block (202) in an inserting manner, the fixing block (204) is installed on the outer side of one end of each reinforcing rib A (203) in an embedding manner, the reinforcing ribs B (205) are connected to the inner side of each fixing block (204) in an inserting manner, the fasteners B (206) are installed on one side of each reinforcing rib B (205), and the fasteners C (207) are installed below the fasteners B (206).

4. The corner fabricated shear wall of claim 1, wherein both modules A (105) and C (110) are L-shaped panels.

5. The corner assembled shear wall of claim 1, wherein the block B (108) is axisymmetric about the central axis of the block B (107).

6. The fabricated shear wall with corners according to claim 3, wherein the cross bars (201), the connecting blocks (202), the reinforcing ribs A (203), the fixing blocks (204) and the reinforcing ribs B (205) are distributed at equal intervals along the inner side wall of the concrete slab A (3).