CN217400494U

CN217400494U - High-seismic-resistance prefabricated shear wall

Info

Publication number: CN217400494U
Application number: CN202123244267.XU
Authority: CN
Inventors: 笪贤凯
Original assignee: Jiangsu Xiongyue Technology Co ltd
Current assignee: Jiangsu Xiongyue Technology Co ltd
Priority date: 2021-12-22
Filing date: 2021-12-22
Publication date: 2022-09-09
Anticipated expiration: 2031-12-22

Abstract

The utility model discloses a prefabricated assembled shear force wall of high antidetonation relates to assembly type structure technical field, including the shear force wall main part, the inside of shear force wall main part is equipped with the subassembly of combatting earthquake, and the subassembly of combatting earthquake includes four main truss, four stabilizer plates and the first stabilizer bar of a plurality of, and four main truss are all fixed to be set up in the inside of shear force wall main part, and four stabilizer plates are all fixed to be set up in the inside of shear force wall main part, and one side of four stabilizer plates is connected with the fixed surface of four main truss respectively, the beneficial effects of the utility model are that: the main truss is used for supporting and stabilizing the inside of the shear wall main body, the four stabilizing plates are matched to further improve the supporting and stabilizing effect on the shear wall main body, the main truss is used for fixing the first stabilizing rods and the second stabilizing rods, and the first stabilizing rods form a V-shaped structure so as to support and stabilize the acting force on one side of the shear wall main body.

Description

High-seismic-resistance prefabricated shear wall

Technical Field

The utility model relates to a shear force wall, in particular to prefabricated assembled shear force wall of high antidetonation belongs to assembly type building technical field.

Background

The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall plates, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure.

The existing assembled shear wall is poor in anti-seismic performance, prone to fracture and damage when horizontal shear force and vertical pressure are applied, inconvenient connection is conducted when the existing assembled shear wall is installed, connection stability is poor, and stability of the shear wall is prone to being affected.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a prefabricated assembled shear force wall of high antidetonation to it is relatively poor to solve the current assembled shear force wall anti-seismic performance that provides in the above-mentioned background art, and the inconvenient erection joint of current shear force wall influences the problem of shear force wall stability moreover.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a prefabricated assembled shear force wall of high antidetonation, includes the shear force wall main part, the inside of shear force wall main part is equipped with coupling assembling, the inside of shear force wall main part is equipped with antidetonation subassembly, the antidetonation subassembly includes four main truss, four steadying plates and the first stabilizer bar of a plurality of, four the main truss is all fixed to be set up the inside of shear force wall main part, four steadying plates are all fixed to be set up the inside of shear force wall main part, one side of four steadying plates respectively with the fixed surface of four main truss be connected, four the top of main truss is all fixed and is equipped with the first stabilizer bar of a plurality of, and every two are corresponding all form V type structure, a plurality of between the first stabilizer bar all with the inside top fixed connection of shear force wall main part.

Preferably, a plurality of second stabilizer bars are fixedly arranged at the bottom ends of the plurality of main truss bodies, the plurality of second stabilizer bars are U-shaped, two first auxiliary rods are fixedly arranged inside the plurality of second stabilizer bars, the bottom ends of the plurality of second stabilizer bars are fixedly connected with the bottom end inside the shear wall main body respectively, supporting plates are fixedly arranged on one sides of the plurality of first stabilizer bars and one sides of the plurality of second stabilizer bars respectively, second auxiliary rods are fixedly arranged on one sides of the supporting plates, and the plurality of second auxiliary rods are fixedly connected with the two sides of the corresponding stabilizing plates respectively.

Preferably, coupling assembling includes the first connecting slot of a plurality of, a plurality of second connecting slot and a plurality of connecting hole, a plurality of first connecting slot is seted up respectively the both ends of shear force wall main part one side, a plurality of the second connecting slot is seted up respectively the middle part of shear force wall main part one side, a plurality of the top at the shear force wall main part, a plurality of are seted up respectively to the connecting hole the position of connecting hole is corresponding with the position of the first connecting slot of a plurality of and the position of a plurality of second connecting slot respectively.

Preferably, a plurality of the bottom of first spread groove is all fixed and is equipped with first connecting plate, a plurality of the equal sliding connection in bottom of second spread groove has the second connecting plate, a plurality of the constant head tank has all been seted up on the top of first connecting plate and the top of second connecting plate, a plurality of first connecting plate and second connecting plate are the inflation waterstop and make.

Preferably, the plurality of second connecting grooves are all rectangular structures, and the plurality of first connecting grooves are all cylindrical structures.

Preferably, a plurality of connecting rods are fixedly arranged on two sides of the shear wall main body, the connecting rods are U-shaped, the connecting rods are made of carbon steel materials, and corrosion-resistant coatings are fixedly arranged on the surfaces of the connecting rods.

Preferably, waterproof pads corresponding to the connecting rods are fixedly arranged on two sides of the shear wall main body.

Preferably, both ends of the other side of the shear wall main body are fixedly provided with hanging rings, and a plurality of wear-resistant pads are fixedly arranged inside the hanging rings.

Preferably, the top end and the bottom end of the shear wall main body are respectively provided with an auxiliary groove, and two auxiliary rings corresponding to the hanging rings are fixedly arranged in the auxiliary grooves.

Compared with the prior art, the utility model provides a pair of prefabricated assembled shear force wall of high antidetonation has following beneficial effect:

1. the main truss is used as a main support in the shear wall main body and is matched with four stabilizing plates to further improve the supporting and stabilizing effect on the shear wall main body, meanwhile, the main truss is used for fixing a plurality of first stabilizing rods and a plurality of second stabilizing rods, a V-shaped structure is formed by the plurality of first stabilizing rods to facilitate the supporting and stabilizing of the acting force on one side of the shear wall main body, the second stabilizing rod of a U-shaped structure is used for further supporting and stabilizing the other side of the shear wall main body to fully enhance the anti-seismic stability performance of the shear wall main body, and meanwhile, the supporting plate and the second auxiliary rod are used for facilitating the connection of the first stabilizing rod and the second stabilizing rod to the stabilizing plates, so that the stabilizing effect is further improved, and the level weakening of the acting force is facilitated;

2. be convenient for connect the location respectively to the reinforcing bar of vertical and L type through first spread groove and second spread groove, be convenient for fix a position the installation, use the connecting hole that corresponds simultaneously to be convenient for pouring cement and fill, improve the stability of shear force wall main part connection, be convenient for the shutoff clearance through the first connecting plate of a plurality of and second connecting plate simultaneously, avoid vapor infiltration.

Drawings

FIG. 1 is a schematic view of the present invention;

fig. 2 is a schematic top view of the cross-sectional structure of the present invention;

fig. 3 is a schematic side view of the present invention;

fig. 4 is an enlarged schematic view of a portion a of fig. 2 according to the present invention.

In the figure: 1. a shear wall body; 2. a first auxiliary lever; 3. a second auxiliary lever; 4. an anti-seismic assembly; 41. a main truss; 42. a stabilizing plate; 43. a first stabilizer bar; 5. a connecting assembly; 51. a first connecting groove; 52. a second connecting groove; 53. connecting holes; 6. a support plate; 7. a first connecting plate; 8. a second connecting plate; 9. a connecting rod; 10. a waterproof pad; 11. a hoisting ring; 12. an auxiliary groove; 13. an auxiliary ring; 14. a second stabilizer bar.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Example 1:

referring to fig. 1-4, the present invention provides a high anti-seismic prefabricated shear wall, including a shear wall main body 1, a connecting assembly 5 is disposed inside the shear wall main body 1, an anti-seismic assembly 4 is disposed inside the shear wall main body 1, the anti-seismic assembly 4 includes four main truss frames 41, four stabilizing plates 42 and a plurality of first stabilizing bars 43, the four main truss frames 41 are all fixedly disposed inside the shear wall main body 1, the four stabilizing plates 42 are all fixedly disposed inside the shear wall main body 1, one side of the four stabilizing plates 42 is respectively fixedly connected to the surfaces of the four main truss frames 41, the top ends of the four main truss frames 41 are all fixedly provided with a plurality of first stabilizing bars 43, a V-shaped stabilizing bar structure is formed between every two corresponding first stabilizing bars 43, and the plurality of first stabilizing bars 43 are all fixedly connected to the top end inside the shear wall main body 1;

a plurality of second stabilizer bars 14 are fixedly arranged at the bottom ends of the plurality of main truss 41, the plurality of second stabilizer bars 14 are U-shaped, two first auxiliary rods 2 are fixedly arranged inside the plurality of second stabilizer bars 14, the bottom ends of the plurality of second stabilizer bars 14 are fixedly connected with the bottom end inside the shear wall main body 1, support plates 6 are fixedly arranged at one side of the plurality of first stabilizer bars 43 and one side of the plurality of second stabilizer bars 14, second auxiliary rods 3 are fixedly arranged at one side of the plurality of support plates 6, and the plurality of second auxiliary rods 3 are fixedly connected with the two sides of the corresponding stabilizing plates 42;

a plurality of connecting rods 9 are fixedly arranged on both sides of the shear wall main body 1, the connecting rods 9 are all U-shaped, the connecting rods 9 are all made of carbon steel materials, and corrosion-resistant coatings are fixedly arranged on the surfaces of the connecting rods 9;

waterproof pads 10 corresponding to the connecting rods 9 are fixedly arranged on the two side sides of the shear wall main body 1;

hanging rings 11 are fixedly arranged at two ends of the other side of the shear wall main body 1, and wear-resistant pads are fixedly arranged inside the hanging rings 11;

the top end and the bottom end of the shear wall main body 1 are respectively provided with an auxiliary groove 12, and two auxiliary rings 13 corresponding to the hanging rings 11 are fixedly arranged inside the two auxiliary grooves 12;

specifically, as shown in fig. 1, 2, 3 and 4, firstly, the shear wall body 1 can be hung by two hanging rings 11, meanwhile, the four auxiliary rings 13 are used for further improving the hanging stability, and the auxiliary grooves 12 are convenient to pour after being installed, when in installation, the shear wall main body 1 can be stably supported by the main truss 41 and can be matched with the stabilizing plate 42 to weaken vertical acting force to support and stabilize, when the transverse shearing force is caused by vibration, the shear wall main body 1 is supported and stabilized by the transverse shearing force stably received by the plurality of V-shaped first stabilizing bars 43 and the U-shaped second stabilizing bars 14, and the supporting plate 6 and the second auxiliary rod 3 are connected to the stabilizing plate 42 in a matching manner, so that the supporting performance is further improved, and the seismic performance of the shear wall main body 1 is enhanced.

Example 2:

the connecting assembly 5 comprises a plurality of first connecting grooves 51, a plurality of second connecting grooves 52 and a plurality of connecting holes 53, the plurality of first connecting grooves 51 are respectively arranged at two ends of one side of the shear wall main body 1, the plurality of second connecting grooves 52 are respectively arranged in the middle of one side of the shear wall main body 1, the plurality of connecting holes 53 are respectively arranged at the top end of the shear wall main body 1, and the positions of the plurality of connecting holes 53 respectively correspond to the positions of the plurality of first connecting grooves 51 and the positions of the plurality of second connecting grooves 52;

the bottom ends of the first connecting grooves 51 are fixedly provided with first connecting plates 7, the bottom ends of the second connecting grooves 52 are connected with second connecting plates 8 in a sliding mode, the top ends of the first connecting plates 7 and the top ends of the second connecting plates 8 are provided with positioning grooves, and the first connecting plates 7 and the second connecting plates 8 are made of expansion water stop belts;

the plurality of second connecting grooves 52 are all rectangular structures, and the plurality of first connecting grooves 51 are all cylindrical structures;

specifically, as shown in fig. 2 and 3, firstly, the first connecting groove 51 and the second connecting groove 52 are used for positioning and installation when the installation site is hung, the rectangular second connecting groove 52 is used for facilitating connection of the L-shaped steel bars during installation, and the connecting holes 53 are used for pouring concrete to fill the first connecting groove 51 and the second connecting groove 52 after installation, so that the installation stability of the shear wall main body 1 is further improved, and meanwhile, the first connecting groove 51 and the second connecting groove 52 are protected through the first connecting plate 7 and the second connecting plate 8, and corrosion caused by water vapor permeation is avoided.

The working principle is as follows: when the prefabricated assembly type shear wall is used, firstly, the shear wall main body 1 can be hung through the two hanging rings 11, meanwhile, the four auxiliary rings 13 are used for further improving the hanging stability, the auxiliary grooves 12 are convenient to pour after installation, when the prefabricated assembly type shear wall is installed, the prefabricated assembly type shear wall can be connected to other structures through the connecting rods 9 and the steel bars in a matched mode, when the prefabricated assembly type shear wall is used, the shear wall main body 1 is stably supported through the main truss 41, the vertical acting force is weakened through the matching of the main truss and the stabilizing plates 42 to support stably, when transverse shearing force is caused by vibration, the shear wall main body 1 is stably supported and stably through the transverse shearing force of the V-shaped first stabilizing rods 43 and the U-shaped second stabilizing rods 14, and the supporting plate 6 and the second auxiliary rods 3 are matched to be connected to the stabilizing plates 42 to further improve the supporting performance, the anti-seismic performance of reinforcing shear wall main part 1 is being hung and is being fixed a position the installation through first spread groove 51 and second spread groove 52 when establishing the installation site, and the reinforcing bar of L type is convenient for connect through the second spread groove 52 of rectangle in the installation, simultaneously install the back and fill first spread groove 51 and second spread groove 52 through connecting hole 53 pouring concrete, further improve the stability of shear wall main part 1 installation, protect first spread groove 51 and second spread groove 52 through first connecting plate 7 and second connecting plate 8 simultaneously, avoid vapor infiltration to cause the corruption.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The high anti-seismic prefabricated shear wall comprises a shear wall main body (1) and is characterized in that a connecting assembly (5) is arranged inside the shear wall main body (1), an anti-seismic assembly (4) is arranged inside the shear wall main body (1), the anti-seismic assembly (4) comprises four main truss frames (41), four stabilizing plates (42) and a plurality of first stabilizing rods (43), the four main truss frames (41) are all fixedly arranged inside the shear wall main body (1), the four stabilizing plates (42) are all fixedly arranged inside the shear wall main body (1), one sides of the four stabilizing plates (42) are respectively fixedly connected with the surfaces of the four main truss frames (41), the top ends of the four main truss frames (41) are all fixedly provided with the plurality of first stabilizing rods (43), and a V-shaped structure is formed between every two corresponding first stabilizing rods (43), the first stabilizing rods (43) are all fixedly connected with the top end inside the shear wall main body (1).

2. A high earthquake-resistant prefabricated shear wall according to claim 1, characterized in that: the bottom end of the main truss (41) is fixedly provided with a plurality of second stabilizer bars (14), the second stabilizer bars (14) are U-shaped, the second stabilizer bars (14) are fixedly provided with two first auxiliary bars (2), the bottom ends of the second stabilizer bars (14) are fixedly connected with the bottom end of the shear wall main body (1) respectively, the first stabilizer bars (43) are fixedly provided with a supporting plate (6) on one side of the second stabilizer bars (14), the second auxiliary bars (3) are fixedly provided on one side of the supporting plate (6), and the second auxiliary bars (3) are fixedly connected with the two sides of the corresponding stabilizing plates (42) respectively.

3. A high earthquake-resistant prefabricated shear wall according to claim 1, characterized in that: coupling assembling (5) include first connecting groove (51), a plurality of second connecting groove (52) of a plurality of and a plurality of connecting hole (53), a plurality of first connecting groove (51) are seted up respectively the both ends of shear force wall main part (1) one side, a plurality of second connecting groove (52) are seted up respectively the middle part of shear force wall main part (1) one side, a plurality of connecting hole (53) are seted up respectively on the top of shear force wall main part (1), a plurality of the position of connecting hole (53) is corresponding with the position of the first connecting groove (51) of a plurality of and the position of a plurality of second connecting groove (52) respectively.

4. A high earthquake-resistant prefabricated shear wall according to claim 3, characterized in that: a plurality of the bottom of first spread groove (51) is all fixed and is equipped with first connecting plate (7), a plurality of the equal sliding connection in bottom of second spread groove (52) has second connecting plate (8), a plurality of the constant head tank, a plurality of have all been seted up on the top of first connecting plate (7) and the top of second connecting plate (8) first connecting plate (7) and second connecting plate (8) are the inflation waterstop and make.

5. A high earthquake-resistant prefabricated shear wall according to claim 3, characterized in that: the plurality of second connecting grooves (52) are all rectangular structures, and the plurality of first connecting grooves (51) are all cylindrical structures.

6. A high earthquake-resistant prefabricated shear wall according to claim 1, characterized in that: the shear wall is characterized in that a plurality of connecting rods (9) are fixedly arranged on two sides of the shear wall main body (1), the connecting rods (9) are U-shaped, the connecting rods (9) are made of carbon steel materials, and the connecting rods (9) are fixedly provided with corrosion-resistant coatings on the surfaces.

7. A high earthquake-resistant prefabricated shear wall according to claim 6, characterized in that: waterproof pads (10) corresponding to the connecting rods (9) are fixedly arranged on the two sides of the shear wall main body (1).

8. A high earthquake-resistant prefabricated shear wall according to claim 1, characterized in that: both ends of shear force wall main part (1) opposite side all are fixed and are equipped with rings (11), a plurality of the inside of rings (11) all is fixed and is equipped with the abrasion pad.

9. A high earthquake-resistant prefabricated shear wall according to claim 8, characterized in that: auxiliary grooves (12) are respectively formed in the top end and the bottom end of the shear wall main body (1), and two auxiliary rings (13) corresponding to the hanging rings (11) are fixedly arranged in the auxiliary grooves (12).