CN213773949U - Prefabricated shear wall structure - Google Patents
Prefabricated shear wall structure Download PDFInfo
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- CN213773949U CN213773949U CN202022633530.3U CN202022633530U CN213773949U CN 213773949 U CN213773949 U CN 213773949U CN 202022633530 U CN202022633530 U CN 202022633530U CN 213773949 U CN213773949 U CN 213773949U
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Abstract
The utility model discloses a prefabricated shear wall structure, which comprises a first wall body and a second wall body which are vertically corresponding, wherein one side of the first wall body, which is opposite to the second wall body, is respectively and fixedly connected with a first convex block and a second convex block, a first main connecting sleeve and a second main connecting sleeve are respectively arranged on the first convex block and the second convex block, the first main connecting sleeve and the second main connecting sleeve are respectively arranged in the first wall body and the second wall body, two sides of the first convex block and the second convex block are respectively provided with a first auxiliary connecting sleeve and a second auxiliary connecting sleeve, the first auxiliary connecting sleeve and the second auxiliary connecting sleeve are respectively arranged in the first wall body and the second wall body, an I-shaped frame is arranged between the first wall body and the second wall body, and the first convex block and the second convex block are both arranged in the I-shaped reinforcing frame, the prefabricated shear wall structure enhances the connection strength of the prefabricated shear wall, the use of the prefabricated shear wall is facilitated.
Description
Technical Field
The utility model relates to a precast shear wall structure belongs to concrete prefabricated component technical field.
Background
The shear wall replaces a beam column in a frame structure in a building, can bear internal force caused by various loads, can effectively control the horizontal force of the structure, is widely used in houses, particularly high-rise houses, has common structural connection strength of the existing prefabricated shear wall, and can not meet the bearing load of some special buildings.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model overcomes current defect, provides a prefabricated shear wall structure to solve the problem in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a prefabricated shear wall structure comprises a first wall body and a second wall body which correspond to each other from top to bottom, wherein a first protruding block and a second protruding block are fixedly connected to one sides, opposite to each other, of the first wall body and the second wall body respectively, a first main connecting sleeve and a second main connecting sleeve are arranged on the first protruding block and the second protruding block respectively and are arranged in the first wall body and the second wall body respectively, a first auxiliary connecting sleeve and a second auxiliary connecting sleeve are arranged on two sides of the first protruding block and two sides of the second protruding block respectively and are arranged in the first wall body and the second wall body respectively, an I-shaped reinforcing frame is arranged between the first wall body and the second wall body and is arranged in the I-shaped reinforcing frame, and the I-shaped reinforcing frame is provided with the first main connecting sleeve, the second main connecting sleeve and the second main connecting sleeve, The positions corresponding to the first auxiliary connecting sleeve and the second auxiliary connecting sleeve are respectively provided with a first main connecting steel bar, a second main connecting steel bar, a first auxiliary connecting steel bar and a second auxiliary connecting steel bar, and the first main connecting steel bar, the second main connecting steel bar, the first auxiliary connecting steel bar and the second auxiliary connecting steel bar are fixedly connected with the I-shaped reinforcing frame.
Furthermore, a first reinforcing rib and a second reinforcing rib are respectively arranged on the first wall body and the second wall body.
Further, transverse reinforcing ribs are arranged on the I-shaped reinforcing frame, longitudinal reinforcing ribs are arranged between the transverse reinforcing ribs, and the longitudinal reinforcing ribs are arranged on the I-shaped reinforcing frame.
Furthermore, the positions of the first wall body and the second wall body corresponding to the first main connecting sleeve, the second main connecting sleeve, the first auxiliary connecting sleeve and the second auxiliary connecting sleeve are respectively provided with a grouting hole, and the positions of the first wall body and the second wall body corresponding to the grouting holes are respectively provided with a grouting hole.
Furthermore, the outer surfaces of the first main connecting steel bar, the second main connecting steel bar, the first auxiliary connecting steel bar and the second auxiliary connecting steel bar are provided with vertical grooves.
The utility model has the advantages that: through setting up I-shaped reinforcement frame, first main connecting sleeve, second main connecting sleeve, first auxiliary connecting sleeve, the connecting sleeve is assisted to the second, first main connecting reinforcement, the main connecting reinforcement of second, first auxiliary connecting reinforcement, the second is assisted connecting reinforcement isotructure, has further strengthened the joint strength between first wall body and the second wall body to the intensity of prefabricated shear wall has been strengthened, is favorable to the use of shear wall.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
Fig. 1 is a front view of a prefabricated shear wall structure of the present invention;
fig. 2 is a sectional view of a prefabricated shear wall structure of the present invention;
fig. 3 is a cross-sectional view of the first main connecting steel bar of the prefabricated shear wall structure of the present invention.
Reference numbers in the figures: 1. a first wall; 2. a second wall; 3. a first protruding block; 4. a second protruding block; 5. a first primary connecting sleeve; 6. a second main connecting sleeve; 7. a first auxiliary connection sleeve; 8. a second auxiliary connection sleeve; 9. an I-shaped reinforcement frame; 10. a first primary connecting bar; 11. a second primary connecting bar; 12. a first auxiliary connecting steel bar; 13. the second auxiliary connecting steel bar; 14. a first reinforcing rib; 15. a second reinforcing rib; 16. transverse reinforcing ribs; 17. longitudinal reinforcing ribs; 18. grouting holes; 19. a slurry outlet; 20. a vertical slot.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.
As shown in fig. 2, a prefabricated shear wall structure comprises a first wall 1 and a second wall 2 which are vertically corresponding to each other, a first protruding block 3 and a second protruding block 4 are fixedly connected to opposite sides of the first wall 1 and the second wall 2 respectively, a first main connecting sleeve 5 and a second main connecting sleeve 6 are arranged on the first protruding block 3 and the second protruding block 4 respectively, the first main connecting sleeve 5 and the second main connecting sleeve 6 are arranged in the first wall 1 and the second wall 2 respectively, a first auxiliary connecting sleeve 7 and a second auxiliary connecting sleeve 8 are arranged on two sides of the first protruding block 3 and the second protruding block 4 respectively, the first auxiliary connecting sleeve 7 and the second auxiliary connecting sleeve 8 are arranged in the first wall 1 and the second wall 2 respectively, an i-shaped reinforcing frame 9 is arranged between the first wall 1 and the second wall 2, and the first protruding block 3 and the second protruding block 4 are arranged in the i-shaped reinforcing frame 9, the positions of the i-shaped reinforcing frame 9 corresponding to the first main connecting sleeve 5, the second main connecting sleeve 6, the first auxiliary connecting sleeve 7 and the second auxiliary connecting sleeve 8 are respectively provided with a first main connecting steel bar 10, a second main connecting steel bar 11, a first auxiliary connecting steel bar 12 and a second auxiliary connecting steel bar 13, and the first main connecting steel bar 10, the second main connecting steel bar 11, the first auxiliary connecting steel bar 12 and the second auxiliary connecting steel bar 13 are fixedly connected with the i-shaped reinforcing frame 9.
Specifically, as shown in fig. 1, a first reinforcing rib 14 and a second reinforcing rib 15 are respectively arranged on the first wall 1 and the second wall 2, a transverse reinforcing rib 16 is arranged on the i-shaped reinforcing frame 9, a longitudinal reinforcing rib 17 is arranged between the transverse reinforcing ribs 16, the longitudinal reinforcing rib 17 is arranged on the i-shaped reinforcing frame 9, grouting holes 18 are respectively arranged at positions on the first wall 1 and the second wall 2 corresponding to the first main connecting sleeve 5, the second main connecting sleeve 6, the first auxiliary connecting sleeve 7 and the second auxiliary connecting sleeve 8, and grouting holes 19 are respectively arranged at positions on the first wall 1 and the second wall 2 corresponding to the grouting holes 18.
Specifically, as shown in fig. 3, the outer surfaces of the first main connecting steel bar 10, the second main connecting steel bar 11, the first auxiliary connecting steel bar 12, and the second auxiliary connecting steel bar 13 are provided with vertical grooves 20.
The utility model discloses the theory of operation: during the use, I-shaped reinforcing frame 9, first main connecting sleeve 5, second main connecting sleeve 6, first auxiliary connecting sleeve 7, second auxiliary connecting sleeve 8, first main connecting reinforcement 10, second main connecting reinforcement 11, first auxiliary connecting reinforcement 12, second auxiliary connecting reinforcement 13 isotructure have further strengthened the joint strength between first wall body 1 and the second wall body 2 to the intensity of prefabricated shear wall has been strengthened, is favorable to the use of shear wall.
The above is the preferred embodiment of the present invention, and the technical personnel in the field of the present invention can also change and modify the above embodiment, therefore, the present invention is not limited to the above specific embodiment, and any obvious improvement, replacement or modification made by the technical personnel in the field on the basis of the present invention all belong to the protection scope of the present invention.
Claims (5)
1. A prefabricated shear wall structure comprises a first wall body (1) and a second wall body (2) which vertically correspond to each other, and is characterized in that one side, opposite to the first wall body (1) and the second wall body (2), of the first wall body (1) is fixedly connected with a first protruding block (3) and a second protruding block (4) respectively, a first main connecting sleeve (5) and a second main connecting sleeve (6) are arranged on the first protruding block (3) and the second protruding block (4) respectively, the first main connecting sleeve (5) and the second main connecting sleeve (6) are arranged in the first wall body (1) and the second wall body (2) respectively, a first auxiliary connecting sleeve (7) and a second auxiliary connecting sleeve (8) are arranged on two sides of the first protruding block (3) and the second protruding block (4) respectively, and the first auxiliary connecting sleeve (7) and the second auxiliary connecting sleeve (8) are arranged in the first wall body (1) and the second wall body (2) respectively, an I-shaped reinforcing frame (9) is arranged between the first wall body (1) and the second wall body (2), the first protruding block (3) and the second protruding block (4) are arranged in the I-shaped reinforcing frame (9), a first main connecting reinforcing steel bar (10), a second main connecting reinforcing steel bar (11), a first auxiliary connecting reinforcing steel bar (12) and a second auxiliary connecting reinforcing steel bar (13) are arranged at positions, corresponding to the first main connecting sleeve (5), the second main connecting sleeve (6), the first auxiliary connecting sleeve (7) and the second auxiliary connecting sleeve (8), on the I-shaped reinforcing frame (9), respectively, and the first main connecting reinforcing steel bar (10), the second main connecting reinforcing steel bar (11), the first auxiliary connecting reinforcing steel bar (12) and the second auxiliary connecting reinforcing steel bar (13) are fixedly connected with the I-shaped reinforcing frame (9).
2. A prefabricated shear wall structure according to claim 1, wherein: and the first wall body (1) and the second wall body (2) are respectively provided with a first reinforcing rib (14) and a second reinforcing rib (15).
3. A prefabricated shear wall structure according to claim 1, wherein: the I-shaped reinforcing frame (9) is provided with transverse reinforcing ribs (16), longitudinal reinforcing ribs (17) are arranged between the transverse reinforcing ribs (16), and the longitudinal reinforcing ribs (17) are arranged on the I-shaped reinforcing frame (9).
4. A prefabricated shear wall structure according to claim 1, wherein: the position that corresponds with first main connecting sleeve (5), second main connecting sleeve (6), first supplementary connecting sleeve (7), second supplementary connecting sleeve (8) on first wall body (1), second wall body (2) all is equipped with grout hole (18), the position that corresponds with grout hole (18) on first wall body (1), second wall body (2) all is equipped with out grout hole (19).
5. A prefabricated shear wall structure according to claim 1, wherein: the outer surfaces of the first main connecting steel bar (10), the second main connecting steel bar (11), the first auxiliary connecting steel bar (12) and the second auxiliary connecting steel bar (13) are provided with vertical grooves (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022633530.3U CN213773949U (en) | 2020-11-13 | 2020-11-13 | Prefabricated shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022633530.3U CN213773949U (en) | 2020-11-13 | 2020-11-13 | Prefabricated shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213773949U true CN213773949U (en) | 2021-07-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022633530.3U Active CN213773949U (en) | 2020-11-13 | 2020-11-13 | Prefabricated shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213773949U (en) |
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2020
- 2020-11-13 CN CN202022633530.3U patent/CN213773949U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330200 plot 10, area B, Jiangxi 100 billion construction technology industrial park, Nanchang County, Nanchang City, Jiangxi Province Patentee after: Zhongsheng Global Construction Group Co.,Ltd. Address before: 330200 plot 10, area B, Jiangxi 100 billion construction technology industrial park, Nanchang County, Nanchang City, Jiangxi Province Patentee before: Jiangxi Zhongsheng Construction Group Co.,Ltd. |