CN213174281U - High-strength steel plate concrete combined shear wall body structure - Google Patents
High-strength steel plate concrete combined shear wall body structure Download PDFInfo
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- CN213174281U CN213174281U CN202021581996.7U CN202021581996U CN213174281U CN 213174281 U CN213174281 U CN 213174281U CN 202021581996 U CN202021581996 U CN 202021581996U CN 213174281 U CN213174281 U CN 213174281U
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- shear wall
- steel plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 100
- 239000010959 steel Substances 0.000 title claims abstract description 100
- 239000004567 concrete Substances 0.000 title claims abstract description 93
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 238000013016 damping Methods 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims 2
- 230000035939 shock Effects 0.000 abstract description 19
- 238000010521 absorption reaction Methods 0.000 description 7
- 239000011150 reinforced concrete Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a high-strength steel plate concrete combined shear wall body structure, which comprises a steel plate shear wall and a concrete shear wall; the steel plate shear wall is of a plate-shaped structure; the concrete shear wall is positioned at the front end of the steel plate shear wall; the upper end and the lower end of each of the concrete shear wall and the steel plate shear wall are provided with reinforced connecting structures; concrete shear force wall and steel sheet shear force wall middle part are connected through shock attenuation connection structure, and its advantage lies in: the steel plate concrete combined shear wall has a corresponding reinforced connection structure, so that the connection strength between the steel plate shear wall and the concrete shear wall can be effectively improved through the reinforced connection structure, and the normal use of the steel plate concrete combined shear wall is ensured; possess corresponding shock attenuation connection structure, can cushion the horizontal load that this shear wall structure received through the spring among the shock attenuation connection structure, further improved this steel sheet concrete combination formula shear wall structure's shock resistance.
Description
Technical Field
The utility model relates to a building technical field, concretely relates to steel sheet concrete shear force wall body structure of high strength.
Background
The shear wall is also called as a wind-resistant wall, a seismic wall or a structural wall, and can be divided into a steel plate shear wall, a reinforced concrete shear wall and a reinforced block shear wall according to structural materials, wherein the shear wall is mainly used for bearing loads from the horizontal direction of a building, the steel plate shear wall and the reinforced concrete shear wall have advantages due to different structures, and the steel plate shear wall and the reinforced concrete shear wall are frequently combined for use at present in order to enable the shear wall to have more excellent performance.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a steel sheet concrete shear force wall body structure of high strength in order to solve above-mentioned problem, have advantages such as intensity is higher, the horizontal load performance of water resistance is better, see the explanation below for details.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a high-strength steel plate concrete shear wall body structure, which comprises a steel plate shear wall and a concrete shear wall;
the steel plate shear wall is of a plate-shaped structure;
the concrete shear wall is positioned at the front end of the steel plate shear wall;
the upper end and the lower end of each of the concrete shear wall and the steel plate shear wall are provided with reinforced connecting structures;
the concrete shear wall and the middle part of the steel plate shear wall are connected through the shock absorption connecting structure, the steel plate shear wall and the concrete shear wall are combined for use, so that the steel plate concrete combined shear wall has more excellent performance, the connecting strength of the upper end and the lower end of the steel plate shear wall and the concrete shear wall is improved through the reinforcing connecting structure, and the connecting strength of the middle parts of the steel plate shear wall and the concrete shear wall is improved through the shock absorption connecting structure.
Preferably, the concrete shear wall comprises a concrete wall body, vertical steel bars and horizontal steel bars are laid in the concrete wall body, and the vertical steel bars and the horizontal steel bars are connected through steel wires, so that the performance of the concrete shear wall is guaranteed.
Preferably, the vertical steel bars are equidistantly distributed in the concrete wall body from left to right, and the horizontal steel bars are equidistantly distributed in the concrete wall body from top to bottom, so that the strength of the concrete shear wall is ensured.
Preferably, the reinforcing connection structure comprises a connection plate, the connection plate is fixedly connected with the steel plate shear wall, reinforcing rib plates are uniformly distributed on the connection plate and the steel plate shear wall, first threaded holes are uniformly distributed on the connection plate, and the first threaded holes and the reinforcing rib plates are distributed in a staggered manner, so that the installation strength of the steel plate shear wall is ensured, certain anti-toppling performance is achieved, and the separation possibly occurring between the steel plate shear wall and the concrete shear wall is reduced.
Preferably, one end of the reinforcing rib plate is fixedly connected with the connecting plate, the other end of the reinforcing rib plate is fixedly connected with the steel plate shear wall, and after the concrete wall is poured and solidified, the reinforcing rib plate can effectively improve the connection strength between the steel plate shear wall and the concrete shear wall.
Preferably, the shock absorption connecting structures are uniformly distributed on one side close to the concrete shear wall and comprise second threaded holes, springs and bolts are arranged in the second threaded holes, the bolts and the second threaded holes are installed in a matched mode, and after the concrete wall is poured and solidified, the bolts and the concrete are solidified together, so that the connecting strength between the steel plate shear wall and the concrete shear wall is further improved.
Preferably, the spring is located at the rear end of the bolt and is in a compressed state, and the existence of the spring can play a role in buffering a horizontal load borne by the steel plate concrete combined shear wall, so that the shear resistance of the shear wall is effectively improved.
Has the advantages that:
the steel plate concrete combined shear wall has a corresponding reinforced connection structure, so that the connection strength between the steel plate shear wall and the concrete shear wall can be effectively improved through the reinforced connection structure, and the normal use of the steel plate concrete combined shear wall is ensured;
possess corresponding shock attenuation connection structure, can cushion the horizontal load that this shear wall structure received through the spring among the shock attenuation connection structure, further improved this steel sheet concrete combination formula shear wall structure's shock resistance.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a front view of the present invention;
fig. 2 is a schematic perspective view of fig. 1 according to the present invention;
fig. 3 is a schematic cross-sectional view of the right side of the perspective view of fig. 1 according to the present invention.
The reference numerals are explained below:
1. a steel plate shear wall; 2. reinforcing the connecting structure; 2a, a first threaded hole; 2b, reinforcing rib plates; 2c, a connecting plate; 3. a shock-absorbing connecting structure; 3a, a spring; 3b, bolts; 3c, a second threaded hole; 4. a concrete shear wall; 4a, a concrete wall; 4b, vertical steel bars; 4c, horizontal steel bars.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, the utility model provides a high-strength steel plate concrete shear wall structure, which comprises a steel plate shear wall 1 and a concrete shear wall 4; the steel plate shear wall 1 is of a plate-shaped structure; the concrete shear wall 4 is located at the front end of the steel plate shear wall 1, the concrete shear wall 4 comprises a concrete wall body 4a, vertical steel bars 4b and horizontal steel bars 4c are laid in the concrete wall body 4a, the vertical steel bars 4b are distributed in the concrete wall body 4a at equal intervals from left to right, the horizontal steel bars 4c are distributed in the concrete wall body 4a at equal intervals from top to bottom, the strength of the concrete shear wall is guaranteed, and the vertical steel bars 4b are connected with the horizontal steel bars 4c through steel wires, so that the performance of the concrete shear wall is guaranteed; the upper end and the lower end of the concrete shear wall 4 and the steel plate shear wall 1 are respectively provided with a reinforced connecting structure 2, each reinforced connecting structure 2 comprises a connecting plate 2c, the connecting plates 2c are fixedly connected with the steel plate shear wall 1, the connecting plates 2c and the steel plate shear wall 1 are provided with reinforcing rib plates 2b which are uniformly distributed, one ends of the reinforcing rib plates 2b are fixedly connected with the connecting plates 2c, the other ends of the reinforcing rib plates 2b are fixedly connected with the steel plate shear wall 1, after the concrete wall is poured and solidified, the reinforcing rib plate 2b can effectively improve the connection strength between the steel plate shear wall 1 and the concrete shear wall 4, the first threaded holes 2a are uniformly distributed in the connecting plate 2c, and the first threaded holes 2a and the reinforcing rib plate 2b are distributed in a staggered mode, so that the installation strength of the steel plate shear wall 1 is ensured, certain anti-toppling performance is achieved, and the separation possibly occurring between the steel plate shear wall 1 and the concrete shear wall 4 is reduced; the middle parts of the concrete shear wall 4 and the steel plate shear wall 1 are connected through a shock absorption connecting structure 3, the shock absorption connecting structure 3 is uniformly distributed on one side close to the concrete shear wall 4, the shock absorption connecting structure 3 comprises a second threaded hole 3c, a spring 3a and a bolt 3b are arranged in the second threaded hole 3c, the spring 3a is positioned at the rear end of the bolt 3b, the spring 3a is in a compression state, the existence of the spring 3a can play a role in buffering the horizontal load borne by the steel plate concrete combined shear wall, the shearing resistance of the shear wall is effectively improved, the bolt 3b and the second threaded hole 3c are installed in a matching mode, after the concrete wall is poured and solidified, the bolt 3b and the concrete are solidified together, the connecting strength between the steel plate shear wall 1 and the concrete shear wall 4 is further improved, and the steel plate shear wall 1 and the concrete shear wall 4 are used in a combined mode, make this steel sheet concrete combination formula shear force wall possess more excellent performance, promote the joint strength at both ends about steel sheet shear force wall 1 and concrete shear force wall 4 through strengthening connection structure 2, promote the joint strength at steel sheet shear force wall 1 and concrete shear force wall 4 middle part through shock attenuation connection structure 3.
Adopt above-mentioned structure:
placing the steel plate shear wall 1 at a corresponding position, and limiting the position of the steel plate shear wall 1 through the matching use of the first threaded hole 2a and an external bolt, so as to prevent the steel plate shear wall 1 from toppling over, and installing a corresponding spring 3a and a corresponding bolt 3 b;
then, after the vertical reinforcing steel bars 4b and the horizontal reinforcing steel bars 4c are installed, the corresponding concrete wall 4a is poured;
in the solidification process of the concrete wall 4a, the reinforced connecting structure 2 ensures the connecting strength of the upper end and the lower end of the steel plate shear wall 1 and the concrete shear wall 4, the damping connecting structure 3 ensures the connecting strength of the middle parts of the steel plate shear wall 1 and the concrete shear wall 4, and the connecting strength of the traditional shear wall which is only connected by bolts is effectively improved;
then, in the using process, the springs 3a in the shock absorption connecting structure 3 can buffer the horizontal load borne by the shear wall structure, and the shock resistance of the steel plate concrete combined type shear wall structure is further improved.
It is worth noting that:
the utility model discloses the preferred welded connected mode of fixed connection who adopts in.
The utility model has the advantages that:
the steel plate concrete combined shear wall is provided with the corresponding reinforced connecting structures 2, so that the connecting strength between the steel plate shear wall 1 and the concrete shear wall 4 can be effectively improved through the reinforced connecting structures 2, and the normal use of the steel plate concrete combined shear wall is ensured;
possess corresponding shock attenuation connection structure 3, can cushion the horizontal load that this shear wall structure received through spring 3a among the shock attenuation connection structure 3, further improved this steel sheet concrete combination formula shear wall structure's shock resistance.
The above embodiments are only specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily think of changes or substitutions within the technical scope of the present invention, and all should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (7)
1. The utility model provides a steel sheet concrete shear force wall body structure of high strength which characterized in that: comprises a steel plate shear wall (1) and a concrete shear wall (4);
the steel plate shear wall (1) is of a plate-shaped structure;
the concrete shear wall (4) is positioned at the front end of the steel plate shear wall (1);
the upper end and the lower end of the concrete shear wall (4) and the steel plate shear wall (1) are respectively provided with a reinforced connecting structure (2);
the concrete shear wall (4) is connected with the middle part of the steel plate shear wall (1) through a damping connection structure (3).
2. The high-strength steel plate concrete shear wall structure of claim 1, wherein: concrete shear force wall (4) are including concrete wall body (4a), vertical reinforcing bar (4b) and horizontal reinforcement (4c) have been laid to concrete wall body's (4a) inside, vertical reinforcing bar (4b) and horizontal reinforcement (4c) are connected through the steel wire.
3. The high-strength steel plate concrete shear wall structure of claim 2, wherein: vertical reinforcing bar (4b) are at concrete wall body (4a) inside from a left side to the right equidistance distribution, horizontal reinforcing bar (4c) are from last to down equidistance distribution in concrete wall body (4a) inside.
4. The high-strength steel plate concrete shear wall structure of claim 1, wherein: the reinforcing connection structure (2) comprises a connection plate (2c), the connection plate (2c) is fixedly connected with the steel plate shear wall (1), reinforcing rib plates (2b) are uniformly distributed on the connection plate (2c) and the steel plate shear wall (1), first threaded holes (2a) are uniformly distributed in the connection plate (2c), and the first threaded holes (2a) and the reinforcing rib plates (2b) are distributed in a staggered mode.
5. The high-strength steel plate concrete shear wall structure of claim 4, wherein: one end of the reinforcing rib plate (2b) is fixedly connected with the connecting plate (2c), and the other end of the reinforcing rib plate (2b) is fixedly connected with the steel plate shear wall (1).
6. The high-strength steel plate concrete shear wall structure of claim 1, wherein: the damping connection structure (3) is uniformly distributed on one side close to the concrete shear wall (4), the damping connection structure (3) comprises a second threaded hole (3c), a spring (3a) and a bolt (3b) are arranged inside the second threaded hole (3c), and the bolt (3b) and the second threaded hole (3c) are installed in a matched mode.
7. The high-strength steel plate concrete shear wall structure of claim 6, wherein: the spring (3a) is located at the rear end of the bolt (3b), and the spring (3a) is in a compressed state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021581996.7U CN213174281U (en) | 2020-08-03 | 2020-08-03 | High-strength steel plate concrete combined shear wall body structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021581996.7U CN213174281U (en) | 2020-08-03 | 2020-08-03 | High-strength steel plate concrete combined shear wall body structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213174281U true CN213174281U (en) | 2021-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021581996.7U Expired - Fee Related CN213174281U (en) | 2020-08-03 | 2020-08-03 | High-strength steel plate concrete combined shear wall body structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213174281U (en) |
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2020
- 2020-08-03 CN CN202021581996.7U patent/CN213174281U/en not_active Expired - Fee Related
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Granted publication date: 20210511 |