CN216195714U - Combined shear wall structure - Google Patents
Combined shear wall structure Download PDFInfo
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- CN216195714U CN216195714U CN202122396813.5U CN202122396813U CN216195714U CN 216195714 U CN216195714 U CN 216195714U CN 202122396813 U CN202122396813 U CN 202122396813U CN 216195714 U CN216195714 U CN 216195714U
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Abstract
The utility model provides a combined shear wall structure, and belongs to the technical field of building structures. The utility model comprises a shear wall, a steel skeleton and steel pipes, wherein end edge members are arranged at the left end and the right end of the shear wall, the steel skeleton is arranged inside the shear wall and comprises profile steel hidden beams transversely arranged at the upper end and the lower end inside the shear wall and steel ribs longitudinally arranged inside the end edge members, the profile steel hidden beams and the steel ribs are welded, the steel pipes are uniformly arranged inside the shear wall at intervals along the horizontal direction, and the upper end and the lower end of each of the two ends of the steel pipes are respectively welded with the two profile steel hidden beams.
Description
Technical Field
The utility model relates to a combined shear wall structure, and belongs to the technical field of building structures.
Background
The existing reinforced concrete shear wall mainly comprises the following types: common reinforced concrete shear walls, hollow reinforced concrete shear walls, stiff reinforced concrete shear walls and the like.
The common reinforced concrete shear wall structure has the defects of great self weight, large rigidity, poor ductility and the like; the hollow reinforced concrete shear wall is characterized in that a hollow cavity is arranged inside a common reinforced concrete shear wall, so that the self weight of the wall can be reduced, but the construction is complex, the external stability of wall bodies on two sides of the hollow cavity is poor, and the bearing capacity of the wall is reduced greatly; the steel plate or the steel rib is arranged inside the common reinforced concrete shear wall, so that the bearing capacity and the ductility of the wall body can be improved, but the reinforced concrete shear wall still has the defects of great weight, high rigidity and the like.
SUMMERY OF THE UTILITY MODEL
In view of the above disadvantages of the prior art, the present invention aims to provide a combined shear wall structure, which is used for solving the problems of the prior art that the common reinforced concrete shear wall structure has the disadvantages of great self weight, large rigidity, poor ductility, etc.; the hollow reinforced concrete shear wall is characterized in that a hollow cavity is arranged inside a common reinforced concrete shear wall, so that the self weight of the wall can be reduced, but the construction is complex, the external stability of wall bodies on two sides of the hollow cavity is poor, and the bearing capacity of the wall is reduced greatly; the steel plate or the steel rib is arranged inside the common reinforced concrete shear wall, so that the bearing capacity and the ductility of the wall body can be improved, but the reinforced concrete shear wall still has the problems of great weight, high rigidity and the like.
To achieve the above and other related objects, the present invention provides a combined shear wall structure, including: shear force wall, steel skeleton and steel pipe, the shear force wall about both ends be provided with tip edge member, the steel skeleton setting inside the shear force wall, the steel skeleton including transversely set up the shaped steel hidden beam at shear force wall inside upper and lower both ends and vertically set up the inside reinforcing bar at tip edge member, welded connection between shaped steel hidden beam and the reinforcing bar, the steel pipe set up inside the shear force wall along the even interval of horizontal direction, both ends respectively with two shaped steel hidden beam welded connection about the both ends of steel pipe.
In an embodiment of the present invention, the shear wall is formed by pouring reinforced concrete.
In an embodiment of the utility model, the inner surface of the shear wall is provided with the stress ribs, the stress ribs are arranged in a transverse and vertical staggered manner, and two opposite stress ribs arranged in a vertical direction are connected through a tie rib.
In an embodiment of the present invention, the steel pipe is a round thin-walled steel pipe.
In an embodiment of the utility model, the steel rib is an H-shaped steel rib.
As described above, the combined shear wall structure of the present invention has the following beneficial effects:
the steel concrete combined shear wall structure formed by the reinforced concrete shear wall, the round thin-wall steel pipe, the H-shaped steel rib, the profiled hidden beam, the wall stress rib, the S-shaped lacing wire and the like effectively reduces the dead weight of the wall, improves the bending and shearing bearing capacity of the wall, improves the ductility of the wall, improves the heat preservation and heat insulation performance of the wall and saves the wall materials.
Drawings
Fig. 1 is a schematic front view of a combined shear wall structure according to an embodiment of the present invention.
Fig. 2 is a schematic sectional view of fig. 1-1 of a combined shear wall structure according to an embodiment of the present invention.
Fig. 3 is a schematic cross-sectional view of the assembled shear wall structure shown in fig. 1, taken along line 2-2 in accordance with an embodiment of the present invention.
Fig. 4 is a schematic cross-sectional view of the structure of fig. 3-3 of a combined shear wall structure according to an embodiment of the present invention.
Fig. 5 is a schematic view of a steel skeleton structure of a combined shear wall structure according to an embodiment of the utility model.
Wherein, 1, shear wall; 2. a steel pipe; 3. an end edge member; 4. a stress rib; 5. stretching the ribs; 6. profiled steel hidden beams; 7. steel skeleton; 8. a steel skeleton.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will become apparent to those skilled in the art from the present disclosure.
Please refer to fig. 1 to 5. It should be understood that the structures, ratios, sizes, and the like shown in the drawings and described in the specification are only used for matching with the disclosure of the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions under which the present invention can be implemented, so that the present invention has no technical significance, and any structural modification, ratio relationship change, or size adjustment should still fall within the scope of the present invention without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for clarity of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the terms is not to be construed as a scope of the present invention.
Referring to fig. 1 to 5, the present invention provides a combined shear wall structure, including: shear force wall 1, steel skeleton 8 and steel pipe 2, shear force wall 1 about both ends be provided with tip edge member 3, steel skeleton 8 set up inside shear force wall 1, steel skeleton 8 including transversely set up at shear force wall 1 inside profile steel hidden beam 6 at both ends about with vertically set up at tip edge member 3 inside reinforcing bar 7, welded connection between profile steel hidden beam 6 and the reinforcing bar 7, steel pipe 2 set up inside shear force wall 1 along the even interval of horizontal direction, both ends respectively with two profile steel hidden beams 6 welded connection about steel pipe 2's both ends.
The shear wall 1 is formed by pouring reinforced concrete.
Referring to fig. 2, the inner surface of the shear wall 1 is provided with stress bars 4, the stress bars 4 are arranged in a staggered manner horizontally and vertically, and two opposite stress bars 4 arranged vertically are connected by a tie bar 5.
Referring to fig. 3, the steel pipe 2 is a round thin-walled steel pipe.
Referring to fig. 3, the steel rib 7 is an H-shaped steel rib.
In conclusion, the steel concrete combined shear wall structure formed by the reinforced concrete shear wall, the round thin-wall steel tubes, the H-shaped steel ribs, the steel hidden beams, the wall stress ribs, the S-shaped tie bars and the like effectively reduces the dead weight of the wall, improves the bending and shearing bearing capacity of the wall, improves the ductility of the wall, improves the heat insulation performance of the wall and saves the wall materials. Therefore, the utility model effectively overcomes various defects in the prior art and has high industrial utilization value.
The foregoing embodiments are merely illustrative of the principles and utilities of the present invention and are not intended to limit the utility model. Any person skilled in the art can modify or change the above-mentioned embodiments without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (5)
1. A modular shear wall structure, characterized in that, a modular shear wall structure includes: shear force wall (1), steel skeleton (8) and steel pipe (2), shear force wall (1) control both ends and be provided with tip edge component (3), steel skeleton (8) set up inside shear force wall (1), steel skeleton (8) including transversely set up shaped steel hidden beam (6) and the vertical steel skeleton (7) that sets up inside tip edge component (3) at shear force wall (1) inside upper and lower both ends, welded connection between shaped steel hidden beam (6) and steel skeleton (7), steel pipe (2) along the even interval setting of horizontal direction inside shear force wall (1), both ends respectively with two shaped steel hidden beams (6) welded connection about the both ends of steel pipe (2).
2. A modular shear wall structure according to claim 1, wherein: the shear wall (1) is formed by pouring reinforced concrete.
3. A modular shear wall structure according to claim 1, wherein: the shear wall (1) is characterized in that stress ribs (4) are arranged on the inner surface of the shear wall (1), the stress ribs (4) are transversely and vertically staggered, and the two opposite vertically arranged stress ribs (4) are connected through a tie rib (5).
4. A modular shear wall structure according to claim 1, wherein: the steel pipe (2) is a round thin-wall steel pipe.
5. A modular shear wall structure according to claim 1, wherein: the steel rib (7) is an H-shaped steel rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122396813.5U CN216195714U (en) | 2021-09-30 | 2021-09-30 | Combined shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122396813.5U CN216195714U (en) | 2021-09-30 | 2021-09-30 | Combined shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216195714U true CN216195714U (en) | 2022-04-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122396813.5U Active CN216195714U (en) | 2021-09-30 | 2021-09-30 | Combined shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216195714U (en) |
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2021
- 2021-09-30 CN CN202122396813.5U patent/CN216195714U/en active Active
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