CN217399973U

CN217399973U - Steel plate concrete shear wall assembly structure for building construction

Info

Publication number: CN217399973U
Application number: CN202122591978.8U
Authority: CN
Inventors: 徐奎韶; 孙雨丽; 曹军英; 吴晓君
Original assignee: Zhongqi Jiaojian Group Corp Ltd
Current assignee: Zhongqi Jiaojian Group Corp Ltd
Priority date: 2021-10-27
Filing date: 2021-10-27
Publication date: 2022-09-09
Anticipated expiration: 2031-10-27

Abstract

The utility model discloses a steel sheet concrete shear force wall assembly structure for construction, including the shear force wall body, the both sides of shear force wall body top and bottom all are provided with first spacing socket joint body, the intermediate position of shear force wall body top and bottom is provided with the spacing socket joint body of second, first spacing socket joint body with form first bearing groove and second bearing groove between the spacing socket joint body of second, the both sides on building bottom plate top all be provided with the first spacing inserting groove that first spacing socket joint body matches, the intermediate position on building bottom plate top be provided with the spacing inserting groove of second that the spacing socket joint body of second matches, first spacing inserting groove with be provided with a plurality of first load-bearing platform and second load-bearing platform between the spacing inserting groove of second. Has the advantages that: the installation speed and the installation convenience of the shear wall can be improved, and the installation strength and the installation stability of the shear wall can be ensured.

Description

Steel plate concrete shear wall assembly structure for building construction

Technical Field

The utility model relates to a shear force wall technical field particularly, relates to a steel sheet concrete shear force wall assembly structure for construction.

Background

The shear wall is a wind-resistant and earthquake-resistant structural wall body commonly used in building engineering, the rigidity, the strength and the collapse resistance of the structure are improved, a steel plate concrete shear wall can be cast in place or prefabricated at certain positions, and the prefabricated steel plate concrete shear wall can be directly assembled on a building, so that the casting time is saved. However, the existing steel plate concrete shear wall still has shortcomings in the using process, the steel plate concrete shear wall cannot be conveniently assembled on a building, tools are required to be used for supporting the shear wall in the assembling process, and then concrete pouring is carried out on the shear wall, so that the process is complicated.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

To the problem in the correlation technique, the utility model provides a steel sheet concrete shear force wall assembly structure for construction to overcome the above-mentioned technical problem that current correlation technique exists.

Therefore, the utility model discloses a specific technical scheme as follows:

a steel plate concrete shear wall assembly structure for building construction comprises a shear wall body, wherein the shear wall body is positioned at the top end of a building bottom plate, first limit plug-in bodies are arranged on two sides of the top end and the bottom end of the shear wall body, second limit plug-in bodies are arranged in the middle positions of the top end and the bottom end of the shear wall body, a first bearing groove and a second bearing groove are formed between the first limit plug-in body and the second limit plug-in body, the two sides of the top end of the building bottom plate are respectively provided with a first limit inserting groove matched with the first limit inserting body, a second limit inserting groove matched with the second limit inserting body is arranged at the middle position of the top end of the building bottom plate, a plurality of first bearing platforms and second bearing platforms which are matched with the first bearing grooves and the second bearing grooves are arranged between the first limiting inserting groove and the second limiting inserting groove.

Furthermore, a plurality of first connecting through holes are formed in the first limiting inserting body, and first connecting threaded sleeves are arranged in the first connecting through holes.

Furthermore, both sides of the top end of the building bottom plate are provided with grooves, and concrete is filled in the grooves.

Furthermore, a plurality of second connecting through holes are formed in one side of the groove, and second connecting threaded sleeves are arranged inside the second connecting through holes.

Furthermore, a third connecting threaded sleeve is arranged at one end of each of the first bearing platform and the second bearing platform.

Furthermore, the first connecting threaded sleeve, the second connecting threaded sleeve and the third connecting threaded sleeve are connected in a matched mode through connecting bolts.

The beneficial effects of the utility model are that: through the steel plate concrete shear wall assembly structure for construction that the setting comprises shear force wall body, building bottom plate, first spacing socket joint body, the spacing socket joint body of second, first bearing groove, second bearing groove, first spacing socket joint groove, the spacing socket joint groove of second, first bearing platform and second bearing platform to can improve the installation rate of shear force wall and the convenience of installation, can guarantee the installation intensity and the installation stability of shear force wall simultaneously.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

Fig. 1 is a schematic structural diagram of a steel plate concrete shear wall assembly structure for building construction according to an embodiment of the utility model;

fig. 2 is a schematic structural view of a building bottom plate of a steel plate concrete shear wall assembly structure for building construction according to an embodiment of the utility model;

fig. 3 is an explosion diagram of a steel plate concrete shear wall assembly structure for building construction according to the embodiment of the utility model.

In the figure:

1. a shear wall body; 2. a building floor; 3. a first limit plug-in body; 4. a second limit plug-in body; 5. a first bearing groove; 6. a second bearing groove; 7. a first limit inserting groove; 8. a second limit inserting groove; 9. a first load-bearing platform; 10. a second load-bearing platform; 11. connecting the first through hole; 12. a first connecting screw sleeve; 13. a groove; 14. concrete; 15. a second connecting through hole; 16. connecting a second threaded sleeve; 17. connecting a third threaded sleeve; 18. and connecting the bolts.

Detailed Description

For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.

According to the utility model discloses an embodiment provides a steel sheet concrete shear force wall assembly structure for construction.

The first embodiment is as follows:

as shown in fig. 1-2, according to the utility model discloses steel sheet concrete shear force wall assembly structure for construction, including shear force wall body 1, shear force wall body 1 is located building bottom plate 2's top, the both sides of shear force wall body 1 top and bottom all are provided with first spacing plug-in body 3, the intermediate position of shear force wall body 1 top and bottom is provided with the spacing plug-in body 4 of second, first spacing plug-in body 3 with form first bearing groove 5 and second bearing groove 6 between the spacing plug-in body 4 of second, the both sides on building bottom plate 2 top all be provided with first spacing inserting groove 7 of first spacing plug-in body 3 assorted, the intermediate position on building bottom plate 2 top be provided with the spacing plug-in groove 8 of second assorted, first spacing inserting groove 7 with be provided with between the spacing inserting groove 8 of second a plurality of with first bearing groove 5 with the second bearing groove 5 The loading groove 6 is matched with a first loading platform 9 and a second loading platform 10.

With the aid of the technical scheme, through setting up the steel sheet concrete shear wall assembly structure for construction that comprises shear force wall body 1, building bottom plate 2, first spacing inserted connection body 3, the spacing inserted connection body 4 of second, first bearing groove 5, second bearing groove 6, first spacing inserted connection groove 7, the spacing inserted connection groove 8 of second, first bearing platform 9 and second bearing platform 10, thereby can improve the installation rate of shear force wall and the convenience of installation, can guarantee the installation intensity and the installation stability of shear force wall simultaneously.

Example two:

as shown in fig. 1-2, the shear wall body 1 is located at the top end of a building bottom plate 2, first limiting plugs 3 are arranged on both sides of the top end and the bottom end of the shear wall body 1, second limiting plugs 4 are arranged at the middle positions of the top end and the bottom end of the shear wall body 1, a first bearing groove 5 and a second bearing groove 6 are formed between the first limiting plugs 3 and the second limiting plugs 4, a first limiting plug groove 7 matched with the first limiting plug 3 is arranged on both sides of the top end of the building bottom plate 2, a second limiting plug groove 8 matched with the second limiting plug 4 is arranged at the middle position of the top end of the building bottom plate 2, a plurality of first bearing platforms 9 and a plurality of second bearing platforms 10 matched with the first bearing groove 5 and the second bearing groove 6 are arranged between the first limiting plug groove 7 and the second limiting plug groove 8, a plurality of first connecting through holes 11 are formed in the first limiting inserting body 3, a first connecting threaded sleeve 12 is arranged in each first connecting through hole 11, grooves 13 are formed in the two sides of the top end of the building bottom plate 2, concrete 14 is filled in each groove 13, a plurality of second connecting through holes 15 are formed in one side of each groove 13, and a second connecting threaded sleeve 16 is arranged in each second connecting through hole 15.

Example three:

as shown in fig. 1-2, the shear wall body 1 is located at the top end of a building bottom plate 2, first limiting plugs 3 are arranged on both sides of the top end and the bottom end of the shear wall body 1, second limiting plugs 4 are arranged at the middle positions of the top end and the bottom end of the shear wall body 1, a first bearing groove 5 and a second bearing groove 6 are formed between the first limiting plugs 3 and the second limiting plugs 4, a first limiting plug groove 7 matched with the first limiting plug 3 is arranged on both sides of the top end of the building bottom plate 2, a second limiting plug groove 8 matched with the second limiting plug 4 is arranged at the middle position of the top end of the building bottom plate 2, a plurality of first bearing platforms 9 and a plurality of second bearing platforms 10 matched with the first bearing groove 5 and the second bearing groove 6 are arranged between the first limiting plug groove 7 and the second limiting plug groove 8, and a third connecting threaded sleeve 17 is arranged at one end inside each of the first bearing platform 9 and the second bearing platform 10, and the first connecting threaded sleeve 12, the second connecting threaded sleeve 16 and the third connecting threaded sleeve 17 are connected in a matched manner through a connecting bolt 18.

For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.

In practical application, during installation, with the hoist and mount of shear force wall body 1 to installation position for first spacing inserted link 3, the inside that the spacing inserted link 4 of second inserted first spacing inserting groove 7, the spacing inserting groove 8 of second respectively, it is pre-buried structure to connect swivel nut three 17, after shear force wall body 1 is fixed a position, will connect swivel nut one 12 through connecting bolt 18, connect swivel nut two 16 and connect swivel nut three 17 fixed connection, after the connection is accomplished, it can to fill recess 13 through concrete 14.

To sum up, with the aid of the above technical scheme of the utility model, through setting up by shear force wall body 1, building bottom plate 2, first spacing inserting body 3, the spacing inserting body 4 of second, first bearing groove 5, second bearing groove 6, first spacing inserting groove 7, the spacing inserting groove 8 of second, the steel sheet concrete shear force wall assembly structure for construction that first load-bearing platform 9 and second load-bearing platform 10 constitute to can improve the installation rate of shear force wall and the convenience of installation, can guarantee the installation intensity and the installation stability of shear force wall simultaneously.

The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The steel plate concrete shear wall assembly structure for building construction is characterized by comprising a shear wall body (1), wherein the shear wall body (1) is positioned at the top end of a building base plate (2), first limiting insertion bodies (3) are arranged on two sides of the top end and the bottom end of the shear wall body (1), a second limiting insertion body (4) is arranged in the middle position of the top end and the bottom end of the shear wall body (1), a first bearing groove (5) and a second bearing groove (6) are formed between the first limiting insertion body (3) and the second limiting insertion body (4), a first limiting insertion groove (7) matched with the first limiting insertion body (3) is arranged on two sides of the top end of the building base plate (2), a second limiting insertion groove (8) matched with the second limiting insertion body (4) is arranged in the middle position of the top end of the building base plate (2), a plurality of first bearing platforms (9) and second bearing platforms (10) which are matched with the first bearing grooves (5) and the second bearing grooves (6) are arranged between the first limiting insertion groove (7) and the second limiting insertion groove (8).

2. The steel plate concrete shear wall assembly structure for building construction as claimed in claim 1, wherein a plurality of first connecting through holes (11) are formed in the first limiting insertion body (3), and a first connecting threaded sleeve (12) is arranged in the first connecting through holes (11).

3. The steel plate concrete shear wall assembly structure for building construction according to claim 2, wherein grooves (13) are formed in two sides of the top end of the building bottom plate (2), and concrete (14) is filled in the grooves (13).

4. The steel plate concrete shear wall assembly structure for building construction according to claim 3, wherein a plurality of second connecting through holes (15) are formed in one side of the groove (13), and a second connecting threaded sleeve (16) is arranged inside the second connecting through holes (15).

5. The steel plate concrete shear wall assembling structure for building construction according to claim 4, wherein one end of the inner part of each of the first bearing platform (9) and the second bearing platform (10) is provided with a third connecting threaded sleeve (17).

6. The assembly structure of the steel plate concrete shear wall for building construction according to claim 5, wherein the first connecting screw sleeve (12), the second connecting screw sleeve (16) and the third connecting screw sleeve (17) are connected in a matched manner through a connecting bolt (18).