CN220167229U - Steel plate shear wall and structural reinforcement system - Google Patents
Steel plate shear wall and structural reinforcement system Download PDFInfo
- Publication number
- CN220167229U CN220167229U CN202321666108.5U CN202321666108U CN220167229U CN 220167229 U CN220167229 U CN 220167229U CN 202321666108 U CN202321666108 U CN 202321666108U CN 220167229 U CN220167229 U CN 220167229U
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- China
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- steel plate
- wall body
- plate wall
- longitudinal
- stirrups
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 106
- 239000010959 steel Substances 0.000 title claims abstract description 106
- 230000002787 reinforcement Effects 0.000 title claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000004567 concrete Substances 0.000 abstract description 12
- 239000002131 composite material Substances 0.000 abstract description 3
- 239000011150 reinforced concrete Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The steel plate shear wall and structure reinforcement system comprises a steel plate wall body, longitudinal steel bars and stirrups, wherein a plurality of longitudinal steel bars are uniformly arranged on the outer side of the steel plate wall body, a space is arranged between the longitudinal steel bars and the steel plate wall body, a plurality of stirrups are uniformly and fixedly sleeved between the longitudinal steel bars along the length direction of the longitudinal steel bars, and a template is fixedly arranged on the outer side face of each stirrup; according to the utility model, the steel plate wall body, the longitudinal steel bars and the stirrups are integrally poured to form the composite shear wall, rivets are densely arranged on the steel plate wall body and anchored in the concrete, and the steel plate wall body is provided with the hanging plate and connected with the stirrups, so that the pouring firmness of the steel plate wall body in the concrete is enhanced, and the structural rigidity, the earthquake resistance and the durability of the shear wall can be greatly improved.
Description
Technical Field
The utility model relates to the field of building walls, in particular to a steel plate shear wall and a structural reinforcement system.
Background
The traditional shear wall is mainly a reinforced concrete shear wall, the reinforced concrete shear wall structure is characterized in that reinforced concrete wallboards are used for bearing vertical and horizontal forces, all longitudinal or transverse main bearing structures of the shear wall structure are structural walls, when the wall body is positioned in a proper position in a building, a structural system capable of effectively resisting horizontal action can be formed, and meanwhile, the space division effect can be achieved, so that the structure is widely applied to house construction. However, the existing high-rise building or super high-rise building has higher requirements on the structural rigidity, the anti-seismic performance, the durability and other performances of the shear wall, and the reinforced concrete shear wall structure needs to be further upgraded and improved.
Disclosure of Invention
In order to solve the problems, the utility model provides a steel plate shear wall and a structural reinforcement system.
The technical scheme of the utility model is as follows: the utility model provides a steel sheet shear force wall and structure reinforcement system, includes steel sheet wall body, longitudinal reinforcement and stirrup, and the outside of steel sheet wall body evenly has arranged a plurality of longitudinal reinforcement, is equipped with the interval between longitudinal reinforcement and the steel sheet wall body, has evenly fixedly cup jointed a plurality of stirrups along its length direction between the longitudinal reinforcement, adopts the mode of iron wire ligature to carry out fixed connection between stirrup and the longitudinal reinforcement, and the lateral surface fixed mounting of stirrup has the template, and the outside of template is equipped with the square timber to through fixed connection between the opposite pull bolt with the template.
Preferably, the two ends and the middle part of the steel plate wall body are respectively provided with a reinforcing plate which is vertically connected with the steel plate wall body, the length of the reinforcing plates is the same as that of the steel plate wall body, and the lengths of the reinforcing plates extending out of the end surfaces or the two side surfaces of the steel plate wall body are the same.
Preferably, the two ends of the steel plate wall body are vertically and fixedly connected with rivets, the side surfaces of the steel plate wall body are vertically and fixedly connected with rivets, and the lengths of the rivets are the same as the lengths of the reinforcing plates extending out of the side surfaces of the steel plate wall body.
Preferably, rivets arranged on the side surfaces of the steel plate wall body are symmetrically arranged.
Preferably, the inner end of the rivet is fixedly connected with the steel plate wall body, and the bolt head is positioned at the outer end of the rivet.
Preferably, the end part and the middle part of the steel plate wall body are provided with auxiliary longitudinal bars, the number of the auxiliary longitudinal bars is two, the auxiliary longitudinal bars at the inner side are in contact with the steel plate wall body, the auxiliary longitudinal bars at the outer side are in contact with stirrups, and a lacing wire armor is fixedly connected between the auxiliary longitudinal bars.
Preferably, the side of the steel plate wall body is provided with a hanging plate, the hanging plate is provided with a hanging hole, and the stirrup ends at the middle part and the end part are connected to the hanging plate.
The beneficial technical effects of the utility model are as follows:
according to the utility model, the steel plate wall body is arranged in the longitudinal steel bars and the stirrups, the steel plate wall body, the longitudinal steel bars and the stirrups are integrally poured to form the composite shear wall, rivets are densely arranged on the steel plate wall body and anchored in concrete, and the hanging plate is arranged on the steel plate wall body and connected with the stirrups, so that the pouring firmness degree of the steel plate wall body in the concrete is enhanced, and the structural rigidity, the anti-seismic performance and the durability of the shear wall can be greatly improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the structure of the utility model after casting;
fig. 3 is a schematic view of the structure of the steel plate wall of the present utility model.
In the figure, 11 steel plate walls, 111 reinforcing plates, 112 rivets, 113 hanging plates, 12 longitudinal steel bars, 13 stirrups, 14 templates, 15 auxiliary longitudinal steel bars, 16 lacing wires A and 17 lacing wires B.
Detailed Description
Referring to fig. 1-3 of the specification, a steel plate shear wall and structure reinforcement system comprises a steel plate wall 11, longitudinal steel bars 12 and stirrups 13, wherein a plurality of longitudinal steel bars 12 are uniformly arranged on the outer side of the steel plate wall 11, a space is formed between the longitudinal steel bars 12 and the steel plate wall 11, a containing cavity for pouring concrete is formed at the space, a plurality of stirrups 13 are uniformly and fixedly sleeved between the longitudinal steel bars 12 along the length direction of the longitudinal steel bars, the stirrups 13 and the longitudinal steel bars 12 are fixedly connected into a whole to form a reinforcement system in a reinforcement cage shape, a template 14 is fixedly arranged on the outer side face of each stirrup 13, and a certain space is formed between the template 14 and each stirrup 13, so that the stirrups 13 and the vertical steel bars can be poured into the wall.
The two ends and the middle part of the steel plate wall 11 are respectively provided with a reinforcing plate 111 which is vertically connected with the steel plate wall 11, the reinforcing plates 111 extend out of the end face or two side faces of the steel plate wall 11 to be the same in length, and the reinforcing plates 111 are used for improving the deformation resistance of the steel plate wall 11 and can be transversely anchored into concrete.
The two ends of the steel plate wall 11 are vertically and fixedly connected with rivets 112, the side surfaces of the steel plate wall 11 are vertically and fixedly connected with rivets 112, the densely arranged rivets 112 are transversely anchored into concrete, and the firmness of the steel plate wall 11 in the concrete is improved.
Rivets 112 arranged on the side face of the steel plate wall 11 are symmetrically arranged to form a symmetrical anchoring structure.
The inner end of the rivet 112 is fixedly connected with the steel plate wall 11, the bolt head is positioned at the outer end of the rivet 112, the bolt head is anchored in the concrete to play a role in transverse limiting, and the anchoring firmness is improved.
The end and the middle of the steel plate wall 11 are provided with auxiliary longitudinal ribs 15, the inner auxiliary longitudinal ribs 15 are in contact with the steel plate wall 11, tie bars A16 are fixedly connected between the auxiliary longitudinal ribs 15, tie bars B17 are connected to the longitudinal steel bars 12 at one end of the steel plate wall 11, and the tie bars B17 are connected with hanging plates 113 on the side surfaces of the steel plate wall 11.
The side of the steel plate wall 11 is provided with a hanging plate 113, and the ends of the stirrups 13 at the middle and the end parts are connected to the hanging plate 113 to pull and connect the longitudinal steel bars 12, the stirrups 13 and the steel plate wall 11 into a whole.
The steel plate shear wall and the steel plate wall 11 in the structural reinforcement system are vertically inserted into the reinforcement system formed by the longitudinal steel bars 12 and the stirrups 13, the lacing wire A16, the lacing wire B17 and the stirrups 13 are integrally connected with the steel plate wall 11, a composite shear wall is formed after concrete is poured, rivets 112 densely arranged on the steel plate wall 11 are transversely anchored into the concrete, and the steel plate wall 11 is provided with a hanging plate 113 and connected with the stirrups 13, so that the firmness of pouring and fixing of the steel plate wall 11 in the concrete is enhanced, and the structural rigidity, the earthquake resistance and the durability of the shear wall are greatly improved.
Claims (7)
1. A steel plate shear wall and structure reinforcement system is characterized in that:
the steel plate wall comprises a steel plate wall body, longitudinal steel bars and stirrups, wherein a plurality of longitudinal steel bars are uniformly arranged on the outer side of the steel plate wall body, a distance is arranged between the longitudinal steel bars and the steel plate wall body, a plurality of stirrups are uniformly and fixedly sleeved between the longitudinal steel bars along the length direction of the longitudinal steel bars, and templates are fixedly arranged on the outer side faces of the stirrups.
2. The steel plate shear wall and structure reinforcement system according to claim 1, characterized in that: the two ends and the middle part of the steel plate wall body are respectively provided with a reinforcing plate which is vertically connected with the steel plate wall body, and the lengths of the reinforcing plates extending out of the end faces or the two side faces of the steel plate wall body are the same.
3. The steel plate shear wall and structure reinforcement system according to claim 2, characterized in that: the two ends of the steel plate wall body are vertically and fixedly connected with rivets, and the side face of the steel plate wall body is vertically and fixedly connected with rivets.
4. A steel plate shear wall and structure reinforcement system according to claim 3, characterized in that: rivets arranged on the side surfaces of the steel plate wall body are symmetrically arranged.
5. A steel plate shear wall and structure reinforcement system according to claim 3, characterized in that: the inner end of the rivet is fixedly connected with the steel plate wall body, and the bolt head is positioned at the outer end of the rivet.
6. The steel plate shear wall and structure reinforcement system according to claim 1, characterized in that: the end part and the middle part of the steel plate wall body are provided with auxiliary longitudinal ribs, the inner auxiliary longitudinal ribs are in contact with the steel plate wall body, and lacing wire nails are fixedly connected between the auxiliary longitudinal ribs.
7. The steel plate shear wall and structure reinforcement system according to claim 1, characterized in that: the side of the steel plate wall body is provided with a hanging plate, and the stirrup ends at the middle part and the end part are connected to the hanging plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321666108.5U CN220167229U (en) | 2023-06-28 | 2023-06-28 | Steel plate shear wall and structural reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321666108.5U CN220167229U (en) | 2023-06-28 | 2023-06-28 | Steel plate shear wall and structural reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220167229U true CN220167229U (en) | 2023-12-12 |
Family
ID=89062824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321666108.5U Active CN220167229U (en) | 2023-06-28 | 2023-06-28 | Steel plate shear wall and structural reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220167229U (en) |
-
2023
- 2023-06-28 CN CN202321666108.5U patent/CN220167229U/en active Active
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