CN210622010U - Building shock-proof type frame shear wall structure - Google Patents
Building shock-proof type frame shear wall structure Download PDFInfo
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- CN210622010U CN210622010U CN201921256480.2U CN201921256480U CN210622010U CN 210622010 U CN210622010 U CN 210622010U CN 201921256480 U CN201921256480 U CN 201921256480U CN 210622010 U CN210622010 U CN 210622010U
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Abstract
The utility model discloses a building shock-absorption frame shear wall structure, which comprises a concrete wall body, wherein the outer side of the concrete wall body is provided with a main frame enclosed by frame beams and frame columns, the main frame is internally and fixedly connected with reinforcing members, the reinforcing members comprise corner cushion blocks positioned at four corners inside the main frame, fixed steel pipes positioned at the center of the main frame and reinforcing steel plates used for connecting the corner cushion blocks and the fixed steel pipes, longitudinal steel bars are arranged between the adjacent reinforcing steel plates, a plurality of steel hoops are welded on the longitudinal steel bars, a plurality of steel bar through holes are arranged on one sides of the frame beams and the frame columns close to the concrete wall body, connecting steel bars are arranged between the steel bar through holes and the steel hoops, stressed steel bars are welded on the steel hoops, the middle position of the stressed steel bar is sunken downwards and welded at the lower end of the steel hoop, and the two ends of the stressed steel bar are turned downwards and welded with the lower end of the steel hoop. The utility model discloses better shock attenuation effect has.
Description
Technical Field
The utility model discloses a building shock-proof type frame shear wall structure belongs to building structure technical field.
Background
The frame shear structure is a new stress form consisting of two different lateral force resistant structures, namely a frame and a shear wall, and mainly comprises a steel frame shear wall structure and a reinforced concrete frame shear wall structure, the structure has high requirements on cement, the calculation and construction process is long-time consuming, and the structure does not have the functions of energy dissipation and shock absorption.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a building shock-proof type frame shear wall structure just in order to solve foretell problem.
The utility model realizes the above purpose by the following technical proposal, a building shock-absorbing type frame shear wall structure comprises a concrete wall body, the outer side of the concrete wall body is provided with a main frame enclosed by a frame beam and a frame column, a reinforcing member is fixedly connected in the main frame, the reinforcing member comprises corner cushion blocks positioned at four corners in the main frame, a fixed steel pipe positioned at the center of the main frame and reinforcing steel plates used for connecting the corner cushion blocks and the fixed steel pipe, a longitudinal steel bar is arranged between the reinforcing steel plates, a plurality of steel hoops are welded on the longitudinal steel bar, one sides of the frame beam and the frame column close to the concrete wall body are provided with a plurality of steel bar through holes, connecting steel bars are arranged between the steel bar through holes and the steel hoops, stressed steel bars are also welded on the steel hoops, the middle position of the stressed steel bars is sunken downwards and, the two ends of the stressed steel bar are turned downwards and welded with the lower end of the steel hoop, and a buffer layer is arranged between the concrete wall and the main frame.
Preferably, the number of the reinforced steel plates is four, and the four reinforced steel plates are distributed at equal angles by taking the fixed steel pipe as a circle center.
Preferably, the fixed steel pipe is filled with a buffer strip, and the buffer layer and the buffer strip are made of rubber materials.
Preferably, the side of the concrete wall is provided with a buffer groove, and the buffer groove is arc-shaped.
Preferably, the frame beam is made of I-shaped steel, the frame column is made of H-shaped steel, and the corner cushion block is made of angle steel.
Preferably, the surface of the reinforced steel plate protrudes outwards to form a plurality of convex points.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model can strengthen the connection performance between the concrete wall and the main frame and ensure the whole anti-seismic performance by arranging the reinforcing piece, because the corner cushion block is fixedly connected with the main frame and fixedly connected with the fixed steel pipe through the reinforcing steel plate; the strength of the concrete wall body can be enhanced by arranging the plurality of longitudinal steel bars fixedly connected with the steel hoops, and the steel hoops are provided with the stressed steel bars, so that the stressed steel bars not only bear longitudinal acting force as the connecting steel bars, but also bear partial vertical acting force, the contact area between the stressed steel bars and the concrete wall body can be increased, and the strength and the shock resistance of the frame shear wall structure are further enhanced; because the frame beam and the frame column are fixedly connected with the steel hoop in the concrete wall body through the connecting steel bar, the construction time can be saved, the installation is convenient, the connection performance between the concrete wall body and the main frame can be further improved, and the anti-seismic and shock-absorbing performance of the frame shear wall structure is greatly improved; because the buffer layer and the buffer strip are made of rubber materials, the energy dissipation and shock absorption functions of the rubber materials can reduce the influence on the main frame when the concrete wall is yielded, and the protection effect on the main frame can be enhanced.
Drawings
Fig. 1 is a schematic structural view of a shock-absorbing frame shear wall structure of the present invention;
fig. 2 is the utility model relates to a stress reinforcing bar and steel hoop's connection schematic diagram in building shock-proof type frame shear wall structure.
Reference numerals: 1. a concrete wall; 2. a main frame; 21. a frame column; 22. a frame beam; 3. corner cushion blocks; 4. fixing the steel pipe; 5. reinforcing a steel plate; 6. longitudinal reinforcing steel bars; 7. a steel hoop; 8. a reinforcing steel bar through hole; 9. connecting reinforcing steel bars; 10. stressed steel bars; 11. a buffer layer; 12. buffer grooves.
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.
Referring to fig. 1 and 2, a shock-absorbing frame shear wall structure for buildings comprises a concrete wall 1, a main frame 2 enclosed by frame beams 22 and frame columns 21 is arranged on the outer side of the concrete wall 1, a reinforcing member is fixedly connected in the main frame 2, the reinforcing member comprises corner cushion blocks 3 positioned at four corners in the main frame 2, a fixed steel pipe 4 positioned at the center of the main frame 2, and reinforcing steel plates 5 used for connecting the corner cushion blocks 3 and the fixed steel pipe 4, longitudinal steel bars 6 are arranged between adjacent reinforcing steel plates 5, a plurality of steel hoops 7 are welded on the longitudinal steel bars 6, a plurality of steel bar through holes 8 are arranged on one sides of the frame beams 22 and the frame columns 21 close to the concrete wall 1, connecting steel bars 9 are arranged between the steel bar through holes 8 and the steel hoops 7, stressed steel bars 10 are welded on the steel hoops 7, the middle positions of the stressed steel bars 10 are sunken downwards and welded, the two ends of the stressed steel bar 10 are downwards turned and welded with the lower end of the steel hoop 7, a buffer layer 11 is arranged between the concrete wall 1 and the main frame 2, a buffer strip is filled in the fixed steel pipe 4, and the buffer layer 11 and the buffer strip are made of rubber materials.
According to the technical scheme: by arranging the reinforcing piece, the corner cushion block 3 is fixedly connected with the main frame 2 and fixedly connected with the fixed steel pipe 4 through the reinforcing steel plate 5, so that the connection performance between the concrete wall 1 and the main frame 2 can be enhanced, and the integral anti-seismic performance of the concrete wall is ensured; the strength of the concrete wall body 1 can be enhanced by arranging the longitudinal steel bars 6 fixedly connected with the steel hoops 7, and the steel hoops 7 are provided with the stressed steel bars 10, so that the stressed steel bars 10 not only bear longitudinal acting force as the connecting steel bars 9, but also bear partial vertical acting force, the contact area between the stressed steel bars 10 and the concrete wall body 1 can be increased, and the strength and the shock resistance of the frame shear wall structure are further enhanced; because the frame beam 22 and the frame column 21 are fixedly connected with the steel hoop 7 in the concrete wall 1 through the connecting steel bar 9, the construction time can be saved, the installation is convenient, the connection performance between the concrete wall 1 and the main frame 2 can be further improved, and the earthquake resistance and the shock absorption performance of the frame shear wall structure are greatly improved; because the buffer layer 11 and the buffer strip are made of rubber materials, the energy dissipation and shock absorption functions of the rubber materials can reduce the influence on the main frame 2 when the concrete wall 1 is yielding, and can strengthen the protection effect on the main frame 2.
Four reinforcing steel plates 5 are arranged, and the four reinforcing steel plates 5 are distributed at equal angles by taking the fixed steel pipe 4 as the circle center.
According to the technical scheme: because the reinforcing steel plates 5 are distributed at equal angles, the stress of each reinforcing steel plate 5 is more balanced and stable, and the safety and stability of the frame shear wall structure are improved.
The side of concrete wall 1 is equipped with buffering recess 12, and buffering recess 12 is the arc.
According to the technical scheme: because the buffer groove 12 is filled with rubber material, the contact area between the rubber material and the concrete wall 1 can be increased, and the damping effect is improved.
The frame beam 22 is made of I-shaped steel, the frame column 21 is made of H-shaped steel, and the corner cushion block 3 is made of angle steel.
The surface of the reinforced steel plate 5 is convexly provided with a plurality of convex points.
According to the technical scheme: the contact area between the reinforced steel plate 5 and the concrete wall body 1 can be increased, and the connection strength between the concrete wall body 1 and the reinforced steel plate 5 is increased.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented 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 (6)
1. The utility model provides a building shock-proof type frame shear wall structure, includes concrete wall body (1), its characterized in that: the concrete wall is characterized in that a main frame (2) enclosed by a frame beam (22) and a frame column (21) is arranged on the outer side of the concrete wall (1), a reinforcing member is fixedly connected in the main frame (2), the reinforcing member comprises corner cushion blocks (3) positioned at four corners inside the main frame (2), fixed steel pipes (4) positioned at the center of the main frame (2) and reinforcing steel plates (5) used for connecting the corner cushion blocks (3) and the fixed steel pipes (4), longitudinal steel bars (6) are arranged between the adjacent reinforcing steel plates (5), a plurality of steel hoops (7) are welded on the longitudinal steel bars (6), a plurality of steel bar through holes (8) are arranged on one sides, close to the concrete wall (1), of the frame beam (22) and the frame column (21), connecting steel bars (9) are arranged between the steel bar through holes (8) and the steel hoops (7), stressed steel bars (10) are further welded on the steel, the middle position of atress reinforcing bar (10) is sunken and welds the lower extreme in steel hoop (7) downwards, the both ends of atress reinforcing bar (10) are turned over downwards and are welded with the lower extreme of steel hoop (7), be equipped with buffer layer (11) between concrete wall (1) and main frame (2).
2. The building shock absorption type frame shear wall structure according to claim 1, wherein: the number of the reinforced steel plates (5) is four, and the four reinforced steel plates (5) are distributed in an equiangular mode by taking the fixed steel pipe (4) as a circle center.
3. The building shock absorption type frame shear wall structure according to claim 1, wherein: the fixed steel pipe (4) is filled with buffer strips, and the buffer layers (11) and the buffer strips are made of rubber materials.
4. The building shock absorption type frame shear wall structure according to claim 1, wherein: the concrete wall body (1) is characterized in that a buffering groove (12) is formed in the side edge of the concrete wall body, and the buffering groove (12) is arc-shaped.
5. The building shock absorption type frame shear wall structure according to claim 1, wherein: the frame beam (22) is made of I-shaped steel, the frame column (21) is made of H-shaped steel, and the corner cushion block (3) is made of angle steel.
6. The building shock absorption type frame shear wall structure according to claim 1, wherein: the surface of the reinforced steel plate (5) protrudes outwards to form a plurality of salient points.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921256480.2U CN210622010U (en) | 2019-08-06 | 2019-08-06 | Building shock-proof type frame shear wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921256480.2U CN210622010U (en) | 2019-08-06 | 2019-08-06 | Building shock-proof type frame shear wall structure |
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| CN210622010U true CN210622010U (en) | 2020-05-26 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922195A (en) * | 2021-04-09 | 2021-06-08 | 中信国安建工集团有限公司 | Full-shear wall explosion-proof structure and construction method |
| CN113700335A (en) * | 2021-09-09 | 2021-11-26 | 深圳市博大建设集团有限公司 | Reinforced concrete frame shear force wall reinforced structure |
-
2019
- 2019-08-06 CN CN201921256480.2U patent/CN210622010U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922195A (en) * | 2021-04-09 | 2021-06-08 | 中信国安建工集团有限公司 | Full-shear wall explosion-proof structure and construction method |
| CN113700335A (en) * | 2021-09-09 | 2021-11-26 | 深圳市博大建设集团有限公司 | Reinforced concrete frame shear force wall reinforced structure |
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