CN210316084U

CN210316084U - Assembled building shear wall structure

Info

Publication number: CN210316084U
Application number: CN201921113561.7U
Authority: CN
Inventors: 李荣君
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-07-16
Filing date: 2019-07-16
Publication date: 2020-04-14
Anticipated expiration: 2029-07-16

Abstract

The utility model discloses an assembly type structure shear wall structure, including the shear force wall body, the spliced pole is installed at shear force wall body top, the quantity of spliced pole is five groups, the spliced pole water flat-open is equipped with the perforation, the spread groove has been seted up to shear force wall body bottom, the quantity of spread groove is five groups, the jack has transversely been seted up to shear force wall body below inside, the jack runs through in the spread groove, the connecting rod has been inserted in the jack. The utility model discloses a thereby realize the upper and lower butt joint installation work of two sets of shear force wall bodies in the spliced pole inserts the spread groove, and insert the jack with the connecting rod after the spliced pole inserts the spread groove again, the perforation of seting up in the spliced pole will be run through to the connecting rod this moment, can improve the stability after the spliced pole is located the spread groove and pegs graft this moment greatly, can avoid the spliced pole to appear droing, improve the firmness of connecting between assembly back shear force wall body, and the mounting means is simple convenient, labour saving and time saving.

Description

Assembled building shear wall structure

Technical Field

The utility model relates to an assembled shear force wall technical field specifically is an assembled building shear force wall structure.

Background

At present, shear walls are also called as wind-resistant walls, earthquake-resistant walls or structural walls, walls which mainly bear horizontal loads and vertical loads caused by wind loads or earthquake action in houses or structures are used for preventing the shear damage of the structures, and also called as earthquake-resistant walls are generally made of reinforced concrete; the existing assembled building shear wall structure has poor stability after connection and is easy to fall off, thereby affecting the engineering quality.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an assembly type structure shear wall structure has solved the problem that proposes among the background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an assembly type structure shear wall structure, includes the shear force wall body, the spliced pole is installed at shear force wall body top, the quantity of spliced pole is five groups, the spliced pole water flat-open is equipped with the perforation, the spread groove has been seted up to shear force wall body bottom, the quantity of spread groove is five groups, the jack has transversely been seted up to shear force wall body below inside, the jack runs through in the spread groove, the connecting rod has been inserted in the jack.

As an optimal implementation mode of the utility model, the slot has been seted up to both sides below around the shear force wall body, the quantity of slot is three groups, it has the inserted bar to peg graft in the slot, the support is installed in the inserted bar outside.

As a preferred embodiment of the present invention, the reinforcing steel rings are installed on both sides of the shear wall body, and the number of the reinforcing steel rings is multiple groups.

As a preferred embodiment of the present invention, the base is installed at the bottom of the support.

Compared with the prior art, the beneficial effects of the utility model are as follows:

1. the utility model relates to an assembly type structure shear force wall structure thereby realize the upper and lower butt joint installation work of two sets of shear force wall bodies in inserting the spread groove through the spliced pole, and insert the connecting rod in the spread groove again after the spliced pole inserts the spread groove, the perforation of seting up in the spliced pole will be run through to the connecting rod this moment, can improve the stability after the spliced pole is located the spread groove and pegs graft this moment greatly, can avoid the spliced pole to appear droing, improve the firmness of connecting between the assembly back shear force wall body, and the mounting means is simple convenient, time saving and labor saving.

2. The utility model relates to an assembly type structure shear force wall structure thereby inserts the installation work of both sides around the jack is located to branch through the inserted bar and realizes in the jack, and can effectual support shear force wall body through branch and base this moment, avoids the slope of distinguishing to appear in the shear force wall body to do benefit to going on of assembly work, and improve the security, avoid empting and cause unnecessary casualties.

3. The utility model relates to an assembly type structure shear force wall structure is located the installation and the dismantlement work of inserting grafting realization branch and base in the slot through the inserted bar, thereby improves the installation and the dismantlement that branch and base are located the shear force wall body greatly, and is more nimble convenient when making its installation.

Drawings

Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:

fig. 1 is a schematic front view of the shear wall structure of an assembly type building of the present invention;

fig. 2 is a left side view of the assembly type building shear wall structure of the present invention;

fig. 3 is a bottom view of the assembly type building shear wall structure of the present invention;

fig. 4 is a schematic structural view of the inserted link, the supporting rod and the base of the assembly type building shear wall structure of the present invention;

fig. 5 is a schematic view of a connecting rod structure of the assembly type building shear wall structure of the present invention.

In the figure: 1. a shear wall body; 2. connecting columns; 3. a slot; 4. a connecting rod; 5. A steel bar ring; 6. a jack; 7. perforating; 8. a strut; 9. inserting a rod; 10. a base; 11. And connecting the grooves.

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.

Referring to fig. 1-5, the present invention provides a technical solution: the utility model provides an assembly type structure shear wall structure, includes shear wall body 1, spliced pole 2 is installed at shear wall body 1 top, the quantity of spliced pole 2 is five groups 2, spliced pole 2 water flat-open is equipped with perforation 7, spread groove 11 has been seted up to shear wall body 1 bottom, the quantity of spread groove 11 is five groups, jack 6 has transversely been seted up to shear wall body 1 below inside, jack 6 runs through in spread groove 11, connecting rod 4 has been inserted in jack 6.

In this embodiment (please refer to fig. 1, fig. 2, fig. 3 and fig. 5), thereby the upper and lower butt joint installation work of two sets of shear wall bodies 1 is realized by inserting the connecting column 2 into the connecting groove 11, and the connecting column 2 is inserted into the connecting groove 11 and then the connecting rod 4 is inserted into the insertion hole 6, at this moment, the connecting rod 4 will run through the perforation 7 set up in the connecting column 2, at this moment, the stability of the connecting column 2 after being inserted and connected in the connecting groove 11 can be greatly improved, the connecting column 2 can be prevented from falling off, the firmness of connection between the shear wall bodies 1 after assembly is improved, and the installation mode is simple and convenient.

Slots 3 are formed in the lower portions of the front side and the rear side of the shear wall body 1, the number of the slots 3 is three, insertion rods 9 are inserted into the slots 3, and a support 8 is mounted on the outer side of each insertion rod 9.

In this embodiment (please refer to fig. 1, 2, and 4), the insertion rod 9 is inserted into the insertion hole 3, so that the installation work of the support rod 8 at the front and rear sides of the shear wall body 1 is realized, and at this time, the shear wall body 1 can be effectively supported by the support rod 8 and the base 10, so that the occurrence of zone inclination of the shear wall body 1 is avoided, thereby facilitating the assembly work, improving the safety, and avoiding unnecessary casualties caused by dumping.

Reinforcing steel bar rings 5 are installed on two sides of the shear wall body 1, and the number of the reinforcing steel bar rings 5 is multiple.

In this embodiment (please refer to fig. 1), the reinforcing steel rings 5 can facilitate the pouring connection of the two sides of the shear wall bodies 1.

Wherein, the bottom of the bracket 8 is provided with a base 10.

In this embodiment (see fig. 4), the base 10 can increase the contact surface between the support rod 8 and the ground, thereby increasing the stability.

The utility model relates to an assembly type building shear wall structure, which comprises a shear wall body 1; 2. connecting columns; 3. a slot; 4. a connecting rod; 5. a steel bar ring; 6. a jack; 7. perforating; 8. a strut; 9. inserting a rod; 10. a base; 11. the connecting groove, the component is a general standard component or a component known by technicians in the field, the structure and principle of the connecting groove are known by technicians through technical manuals or conventional experimental methods, when in use, the connecting groove is firstly inserted into the jack 3 through the insert rod 9 so as to realize the installation work of the support rod 8 at the front side and the rear side of the shear wall body 1, at the moment, the shear wall body 1 can be effectively supported through the support rod 8 and the base 10, the occurrence of zone inclination of the shear wall body 1 is avoided, the assembly work is facilitated, the safety is improved, unnecessary casualties caused by toppling are avoided, the insert rod 9 can be inserted into the slot 3 so as to facilitate the installation and disassembly work of the support rod 8 and the base 10, the connecting rod 2 is inserted into the connecting groove 11 so as to realize the up-down butt joint installation work of the two groups of shear wall bodies 1, and the connecting rod 4 is inserted into the jack 6 after, connecting rod 4 will run through the perforation 7 of seting up in the spliced pole 2 this moment, can improve the stability after spliced in spliced pole 2 is located spread groove 11 this moment greatly, can avoid spliced pole 2 to appear droing, improves the firmness of connecting between assembly back shear force wall body 1, and the mounting means is simple convenient, labour saving and time saving, can be convenient for pour the connection of multiunit shear force wall body 1 both sides through reinforcing bar circle 5 at last.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The utility model provides an assembly type structure shear wall structure, includes shear wall body (1), its characterized in that: spliced pole (2) are installed at shear force wall body (1) top, the quantity of spliced pole (2) is five groups, spliced pole (2) water flat-open is equipped with perforation (7), spread groove (11) have been seted up to shear force wall body (1) bottom, the quantity of spread groove (11) is five groups, jack (6) have transversely been seted up to shear force wall body (1) below inside, jack (6) run through in spread groove (11), connecting rod (4) have been inserted in jack (6).

2. A fabricated building shear wall structure according to claim 1, wherein: slots (3) are formed in the lower portions of the front side and the rear side of the shear wall body (1), the number of the slots (3) is three, inserting rods (9) are inserted into the slots (3), and supports (8) are installed on the outer sides of the inserting rods (9).

3. A fabricated building shear wall structure according to claim 1, wherein: reinforcing steel bar rings (5) are installed on two sides of the shear wall body (1), and the number of the reinforcing steel bar rings (5) is multiple.

4. A fabricated building shear wall structure according to claim 2, wherein: and a base (10) is arranged at the bottom of the support (8).