CN216766345U - Shear wall structure for building engineering - Google Patents
Shear wall structure for building engineering Download PDFInfo
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- CN216766345U CN216766345U CN202122344497.7U CN202122344497U CN216766345U CN 216766345 U CN216766345 U CN 216766345U CN 202122344497 U CN202122344497 U CN 202122344497U CN 216766345 U CN216766345 U CN 216766345U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 75
- 230000002787 reinforcement Effects 0.000 claims abstract description 57
- 238000010276 construction Methods 0.000 claims description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000005452 bending Methods 0.000 abstract description 4
- 238000010008 shearing Methods 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of shear walls, in particular to a shear wall structure for constructional engineering, which comprises a shear wall, wherein the top of the shear wall is fixedly connected with a shear wall top cover, the bottom of the shear wall top cover is fixedly connected with an upper supporting reinforcement cage, four corners of the bottom of the shear wall top cover are respectively and fixedly connected with an upper reinforcing column, and an upper reinforcing reinforcement is fixedly connected between two adjacent upper reinforcing columns. The utility model has the advantages that: the I-shaped beam has strong bending resistance and shearing resistance, and simultaneously ensures the quality of the shear wall, and the rubber cushion layer is arranged between the upper wing and the lower wing of the I-shaped beam, so that the anti-seismic performance of the shear wall structure is improved.
Description
Technical Field
The utility model relates to the technical field of shear walls, in particular to a shear wall structure for constructional engineering.
Background
In recent years, shear wall structures are greatly developed, the shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall and is used for bearing horizontal loads caused by wind loads or earthquake action in houses or structures, the shear wall can effectively prevent the building structures from being damaged by shearing, along with the rapid development of the economy of China, the living standard of people is continuously improved, the requirements on houses are increasingly improved, meanwhile, the cast-in-place construction mode of the houses is not adapted to the sustainable development concept of China, at present, the problems of high energy consumption, high pollution, high investment and the like in the house construction are urgently solved in China, so the development, reform and commission of China promulgates a green building action scheme, wherein a building system suitable for building engineering is definitely mentioned, the building industrialization technology integration level is improved, but the current shear wall structure also has some defects of the shear wall structure, the node connection form is complicated, the connection is difficult, present main connected node form needs on-the-spot ligature reinforcing bar, concreting, and needs scaffold frame, template etc. this brings the hidden danger for the quality of node, it is high to the construction technical requirement, the construction degree of difficulty is great, edge member still adopts cast-in-place form, the prefabrication rate and the firm intensity of structure have been reduced, simultaneously because loaded down with trivial details connection, cause the field work volume great, compare the advantage especially not obvious with cast-in-place shear wall structure, lead to the steel sheet very thick or the structure is very intensive, be unfavorable for the saving of material.
In view of the above problems, the present invention provides a shear wall structure for construction engineering.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of the prior art and provide a shear wall structure for constructional engineering.
The purpose of the utility model is realized by the following technical scheme: a shear wall structure for constructional engineering comprises a shear wall, wherein a shear wall top cover is fixedly connected to the top of the shear wall, an upper supporting reinforcement cage is fixedly connected to the bottom of the shear wall top cover, an upper reinforcement column is fixedly connected to four corners of the bottom of the shear wall top cover, an upper reinforcement bar is fixedly connected between two adjacent upper reinforcement columns, two upper reinforcement plates are fixedly connected to one side of the two reinforcement columns at the same side, an I-shaped beam is fixedly connected to the bottom of the upper supporting reinforcement cage, a rubber cushion layer is arranged between the upper wing and the lower wing of the I-shaped beam, a lower reinforcing cage is fixedly connected to the bottom of the I-shaped beam, a lower reinforcement column is fixedly connected to four corners of the bottom of the I-shaped beam, a lower reinforcement bar is fixedly connected between the two adjacent lower reinforcement columns, and two lower reinforcement plates are fixedly connected to one side of the two lower reinforcement columns at the same side, and the bottom of the lower reinforcing column is fixedly connected with a shear wall bottom plate.
Optionally, go up the support steel reinforcement cage and constitute by horizontal reinforcing bar, vertical reinforcing bar and vertical reinforcing bar, horizontal reinforcing bar, vertical reinforcing bar and vertical reinforcing bar are at last support steel reinforcement cage surface equidistance align to grid.
Optionally, the upper support reinforcement cage and the lower support reinforcement cage are identical in shape and size.
Optionally, the four upper reinforcement columns and the four lower reinforcement columns are symmetrically and uniformly distributed, and the four upper reinforcement columns and the four lower reinforcement columns are located at the top and the bottom of the i-shaped beam respectively.
Optionally, the four upper reinforcing plates and the four lower reinforcing plates are symmetrically and uniformly distributed.
Optionally, the two reinforcing steel bars and the lower reinforcing steel bar are symmetrically and uniformly distributed.
Optionally, the rubber cushion layer is symmetrically distributed in the I-shaped beam.
Optionally, the length and width of the shear wall top cover are the same as those of the upper wing of the i-shaped beam, and the length and width of the shear wall bottom plate are the same as those of the lower wing of the i-shaped beam.
The utility model has the following advantages:
1. this shear wall structure for building engineering, set up in and strengthen post and strengthen the post down, and go up and strengthen post and strengthen the equidistant align to grid on a straight line down with strengthening the post, and go up and strengthen the post and be provided with four with strengthening the post down, the stability of structure has not only been strengthened to the design, and still effectively solved because loaded down with trivial details connection, cause the great problem of site work volume, one side of strengthening the post and strengthening the post still is provided with reinforcing plate and lower reinforcing plate at last, go up reinforcing bar and reinforcing bar down, make whole shear wall structure more stable, it is very thick or the structure is very intensive effectively to have solved the steel sheet, be unfavorable for the problem of the saving of material.
2. According to the shear wall structure for the building engineering, the upper wing and the lower wing of the I-shaped beam are respectively connected with the bottom of the upper supporting reinforcement cage and the top of the lower supporting reinforcement cage through the arranged I-shaped beam, the I-shaped structure has strong bending resistance and shearing resistance, the quality of the shear wall is guaranteed, and meanwhile, the rubber cushion layer is arranged between the upper wing and the lower wing of the I-shaped beam, so that the anti-seismic performance of the shear wall structure is improved, and the complexity of shear wall connection is greatly simplified.
Drawings
FIG. 1 is a schematic view of the overall structure of a shear wall according to the present invention;
FIG. 2 is a schematic view of a shear wall structure according to the present invention;
FIG. 3 is a shear wall view of the present invention;
FIG. 4 is a side cross-sectional view of a shear wall of the present invention;
fig. 5 is a schematic structural view of the upper support reinforcement cage of the present invention.
In the figure: 1-shear wall, 101-shear wall top cover 2-upper supporting reinforcement cage, 201-transverse reinforcement, 202-vertical reinforcement, 203-longitudinal reinforcement, 3-upper reinforcing column, 4-upper reinforcing plate, 5-upper reinforcing steel, 6-I-shaped beam, 7-rubber cushion layer, 8-lower supporting reinforcement cage, 9-lower reinforcing column, 10-lower reinforcing plate, 11-lower reinforcing steel and 12-shear wall bottom plate.
Detailed Description
The utility model will be further described with reference to the accompanying drawings, but the scope of the utility model is not limited to the following.
As shown in fig. 1 to 5, a shear wall structure for construction engineering comprises a shear wall 1, a shear wall top cover 101 is fixedly connected to the top of the shear wall 1, an upper supporting reinforcement cage 2 is fixedly connected to the bottom of the shear wall top cover 101, an upper reinforcement column 3 is fixedly connected to each of four corners of the bottom of the shear wall top cover 101, an upper reinforcement 5 is fixedly connected between two adjacent upper reinforcement columns 3, two upper reinforcement plates 4 are fixedly connected to one side of the two reinforcement columns 3 on the same side, an i-shaped beam 6 is fixedly connected to the bottom of the upper supporting reinforcement cage 2, a rubber cushion 7 is arranged between the upper wing and the lower wing of the i-shaped beam 6, a lower supporting reinforcement cage 8 is fixedly connected to the bottom of the i-shaped beam 6, a lower reinforcement column 9 is fixedly connected to each of four corners of the bottom of the i-shaped beam 6, and a lower reinforcement bar 11 is fixedly connected between the two adjacent lower reinforcement columns 9, one side of the two lower reinforcing columns 9 at the same side is fixedly connected with two lower reinforcing plates 10, and the bottom of the lower reinforcing columns 9 is fixedly connected with a shear wall bottom plate 12.
As a preferred technical scheme of the utility model: go up support reinforcement cage 2 and comprise horizontal reinforcing bar 201, vertical reinforcing bar 202 and longitudinal reinforcement 203, horizontal reinforcing bar 201, vertical reinforcing bar 202 and longitudinal reinforcement 203 evenly arrange at last support reinforcement cage 2 surface equidistance, through horizontal reinforcing bar 201, vertical reinforcing bar 202 and the longitudinal reinforcement 203 that sets up in the three position of x, y and z coordinate axis for whole shear wall structure is more firm stable, has also guaranteed the quality of shear wall 1 simultaneously.
As a preferred technical scheme of the utility model: the upper supporting reinforcement cage 2 and the lower supporting reinforcement cage 8 are identical in shape and size.
As a preferred technical scheme of the utility model: the four upper reinforcing columns 3 and the lower reinforcing columns 9 are symmetrically and uniformly distributed, the four upper reinforcing columns 3 and the four lower reinforcing columns 9 are respectively located at the top and the bottom of the I-shaped beam 6, the upper reinforcing columns 3 and the lower reinforcing columns 9 are arranged, the upper reinforcing columns 3 and the lower reinforcing columns 9 are uniformly arranged on the same straight line at equal intervals, the four upper reinforcing columns 3 and the four lower reinforcing columns 9 are arranged, the structural stability is enhanced due to the design, and the problem of complicated connection is effectively solved.
As a preferred technical scheme of the utility model: the four upper reinforcing plates 4 and the four lower reinforcing plates 10 are symmetrically and uniformly distributed.
As a preferred technical scheme of the utility model: two reinforcing bars 5 and lower reinforcing bar 11 are symmetrical evenly distributed.
As a preferred technical scheme of the utility model: the rubber cushion layer 7 is symmetrically distributed in the I-shaped beam 6, and the I-shaped structure has strong bending resistance and shearing resistance through the arranged I-shaped beam 6.
As a preferred technical scheme of the utility model: the length and width of the shear wall top cover 101 are the same as those of the upper wing of the I-shaped beam 6, and the length and width of the shear wall bottom plate 12 are the same as those of the lower wing of the I-shaped beam 6, so that no protrusion is arranged at the connecting node, no space is occupied, and convenience is brought to subsequent use.
In conclusion: the shear wall structure for the constructional engineering is internally provided with the upper reinforcing columns 3 and the lower reinforcing columns 9, the upper reinforcing columns 3 and the lower reinforcing columns 9 are uniformly arranged on the same straight line at equal intervals, and the four upper reinforcing columns 3 and the four lower reinforcing columns 9 are arranged, so that the stability of the structure is enhanced, the problem of large field engineering quantity caused by complicated connection is effectively solved, the upper reinforcing plate 4, the lower reinforcing plate 10, the upper reinforcing steel bars 5 and the lower reinforcing steel bars 11 are also arranged on one sides of the upper reinforcing columns 3 and the lower reinforcing columns 9, the structure of the whole shear wall is more stable, and the problems that the steel plates are very thick or the structures are very dense and the material is not beneficial to saving are effectively solved; this shear wall structure for building engineering, through the I-shaped roof beam 6 that sets up, the upper and lower both wings of I-shaped roof beam 6 are connected with the bottom of last support reinforcement cage 2 and the top of lower support reinforcement cage 8 respectively, and the I-shaped structure has very strong bending resistance and anti-shear capacity and has also guaranteed the quality of shear wall simultaneously, is equipped with rubber cushion 7 simultaneously between the upper and lower both wings of I-shaped roof beam 6, consequently, has improved the anti-seismic performance of shear wall structure to and the complexity of shear wall connection has been simplified greatly.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a shear wall structure for building engineering which characterized in that: the shear wall comprises a shear wall (1), wherein the top of the shear wall (1) is fixedly connected with a shear wall top cover (101), the bottom of the shear wall top cover (101) is fixedly connected with an upper supporting reinforcement cage (2), four corners of the bottom of the shear wall top cover (101) are fixedly connected with an upper reinforcing column (3), an upper reinforcing steel bar (5) is fixedly connected between the two adjacent upper reinforcing columns (3), one side of the two reinforcing columns (3) on the same side is fixedly connected with two upper reinforcing plates (4), the bottom of the upper supporting reinforcement cage (2) is fixedly connected with an I-shaped beam (6), a rubber cushion (7) is arranged between the upper wing and the lower wing of the I-shaped beam (6), the bottom of the I-shaped beam (6) is fixedly connected with a lower supporting reinforcement cage (8), and four corners of the bottom of the I-shaped beam (6) are fixedly connected with a lower column (9), lower reinforcing steel bars (11) are fixedly connected between the two adjacent lower reinforcing columns (9), two lower reinforcing plates (10) are fixedly connected to one sides of the two lower reinforcing columns (9) on the same side, and shear wall bottom plates (12) are fixedly connected to the bottoms of the lower reinforcing columns (9).
2. A shear wall structure for construction engineering according to claim 1, wherein: go up support steel reinforcement cage (2) and comprise horizontal reinforcing bar (201), vertical reinforcing bar (202) and vertical reinforcing bar (203), horizontal reinforcing bar (201), vertical reinforcing bar (202) and vertical reinforcing bar (203) are at last support steel reinforcement cage (2) surface equidistance align to grid.
3. A shear wall structure for construction engineering according to claim 1, wherein: the shape and size of the upper supporting reinforcement cage (2) and the lower supporting reinforcement cage (8) are the same.
4. A shear wall structure for construction engineering according to claim 1, wherein: the four upper reinforcing columns (3) and the four lower reinforcing columns (9) are symmetrically and uniformly distributed, and the four upper reinforcing columns (3) and the four lower reinforcing columns (9) are respectively positioned at the top and the bottom of the I-shaped beam (6).
5. A shear wall structure for construction engineering according to claim 1, wherein: the four upper reinforcing plates (4) and the four lower reinforcing plates (10) are symmetrically and uniformly distributed.
6. A shear wall structure for construction engineering according to claim 1, wherein: two reinforcing steel bars (5) and lower reinforcing steel bar (11) are symmetrical evenly distributed.
7. A shear wall structure for construction engineering according to claim 1, wherein: the rubber cushion layer (7) is symmetrically distributed in the I-shaped beam (6).
8. A shear wall structure for construction engineering according to claim 1, wherein: the length and width of the shear wall top cover (101) are the same as those of the upper wing of the I-shaped beam (6), and the length and width of the shear wall bottom plate (12) are the same as those of the lower wing of the I-shaped beam (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122344497.7U CN216766345U (en) | 2021-09-27 | 2021-09-27 | Shear wall structure for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122344497.7U CN216766345U (en) | 2021-09-27 | 2021-09-27 | Shear wall structure for building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216766345U true CN216766345U (en) | 2022-06-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122344497.7U Active CN216766345U (en) | 2021-09-27 | 2021-09-27 | Shear wall structure for building engineering |
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| Country | Link |
|---|---|
| CN (1) | CN216766345U (en) |
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2021
- 2021-09-27 CN CN202122344497.7U patent/CN216766345U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231229 Address after: No. 888 Yongfeng Road, Hezhuang Street, Qiantang New District, Hangzhou City, Zhejiang Province, 311222 Patentee after: Zhejiang Jianhong Construction Engineering Testing Co.,Ltd. Address before: 310000 room 1001, North building, No. 296, Kangqiao Road, Gongshu District, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Jiangtian Construction Co.,Ltd. |
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| TR01 | Transfer of patent right |