A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Superimposed shear wall with interlocking structure and construction method thereof
The invention discloses a laminated shear wall with an interlocking structure and a construction method of the laminated shear wall. The laminated shear wall comprises a prefabricated wall A module, a prefabricated wall B module and a horizontal hoop. The prefabricated wall module A is provided with ribs, correspondingly, the prefabricated wall module B is provided with holes matched with the ribs, when the prefabricated wall module A and the prefabricated wall module B are overlapped, the ribs go deep into the holes to complete interlocking, and a gap between the prefabricated wall module A and the prefabricated wall module B is set as a grouting area; a first shear wall vertical steel bar is embedded in the prefabricated wall A module, and a second shear wall vertical steel bar opposite to the first shear wall vertical steel bar is embedded in the corresponding prefabricated wall B module. One end of the horizontal hoop is arranged on the first shear wall vertical steel bar, and the other end of the horizontal hoop is arranged on the second shear wall vertical steel bar. The problem that supports and split bolts need to be arranged when a module wall body is poured is solved, and the integrity problem of the module overlapping shear wall in the using stage is solved.
本发明公开一种带互锁构造的叠合剪力墙及其施工方法，该叠合剪力墙包括：预制墙A模块、预制墙B模块、水平抱箍；所述预制墙A模块设有肋，对应的，预制墙B模块设有与肋相适配的孔，该预制墙A模块与预制墙B模块墙叠合时，肋深入孔中完成互锁，且预制墙A模块与预制墙B模块墙之间的缝隙设为灌浆区；所述预制墙A模块预埋有剪力墙竖向钢筋一，对应的预制墙B模块上预埋有与剪力墙竖向钢筋一相对的剪力墙竖向钢筋二；所述水平抱箍一端设置在剪力墙竖向钢筋一上，另一端设置在合剪力墙竖向钢筋二上。本发明解决模块墙体浇筑时需要设置支撑和对拉螺栓的问题，解决模块叠合剪力墙在使用阶段的整体性问题。
Superimposed shear wall with interlocking structure and construction method thereof
The invention discloses a laminated shear wall with an interlocking structure and a construction method of the laminated shear wall. The laminated shear wall comprises a prefabricated wall A module, a prefabricated wall B module and a horizontal hoop. The prefabricated wall module A is provided with ribs, correspondingly, the prefabricated wall module B is provided with holes matched with the ribs, when the prefabricated wall module A and the prefabricated wall module B are overlapped, the ribs go deep into the holes to complete interlocking, and a gap between the prefabricated wall module A and the prefabricated wall module B is set as a grouting area; a first shear wall vertical steel bar is embedded in the prefabricated wall A module, and a second shear wall vertical steel bar opposite to the first shear wall vertical steel bar is embedded in the corresponding prefabricated wall B module. One end of the horizontal hoop is arranged on the first shear wall vertical steel bar, and the other end of the horizontal hoop is arranged on the second shear wall vertical steel bar. The problem that supports and split bolts need to be arranged when a module wall body is poured is solved, and the integrity problem of the module overlapping shear wall in the using stage is solved.
本发明公开一种带互锁构造的叠合剪力墙及其施工方法，该叠合剪力墙包括：预制墙A模块、预制墙B模块、水平抱箍；所述预制墙A模块设有肋，对应的，预制墙B模块设有与肋相适配的孔，该预制墙A模块与预制墙B模块墙叠合时，肋深入孔中完成互锁，且预制墙A模块与预制墙B模块墙之间的缝隙设为灌浆区；所述预制墙A模块预埋有剪力墙竖向钢筋一，对应的预制墙B模块上预埋有与剪力墙竖向钢筋一相对的剪力墙竖向钢筋二；所述水平抱箍一端设置在剪力墙竖向钢筋一上，另一端设置在合剪力墙竖向钢筋二上。本发明解决模块墙体浇筑时需要设置支撑和对拉螺栓的问题，解决模块叠合剪力墙在使用阶段的整体性问题。
Superimposed shear wall with interlocking structure and construction method thereof
一种带互锁构造的叠合剪力墙及其施工方法
LI ZHEN (author) / REN MINGYU (author) / LI CHAO (author) / YAN CHEN (author) / ZHANG BAIYAN (author) / MENG HUI (author)
2023-06-27
Patent
Electronic Resource
Chinese
Fabricated superimposed shear wall structure wall body and construction method
| European Patent Office | 2024
Superimposed shear wall mechanism and superimposed shear wall
| European Patent Office | 2024
Self-insulation superimposed shear wall structure and construction method
| European Patent Office | 2021
Fabricated double-spliced superimposed shear wall and construction method thereof
| European Patent Office | 2024