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A platform for research: civil engineering, architecture and urbanism
Fabricated combined frame steel plate shear wall and assembling method thereof
The invention relates to the technical field of shear walls, in particular to an assembly type combined frame steel plate shear wall and an assembly method thereof.The assembly type combined frame steel plate shear wall comprises a prefabricated cross beam, side supports are symmetrically and fixedly installed at the bottom end of the prefabricated cross beam, first bolts are symmetrically and fixedly installed on the two sides of the interior of each side support, and angle plates are slidably installed on the first bolts; a supporting mechanism is slidably mounted in the angle plate and comprises a protection device, a front-end positioning part and a rear-end positioning part, the front-end positioning part is slidably mounted at the front end of the rear-end positioning part, and the protection device is slidably mounted in the front-end positioning part; the protection device comprises an alignment side frame, a reinforcing vertical plate, an inner core steel plate, an extending side frame, an arc rod and an L-shaped alignment clamping plate, the reinforcing vertical plate and the alignment side frame are symmetrically and fixedly installed at the front end of the inner core steel plate, and the reinforcing vertical plate is located on the inner side of the alignment side frame. And through the arrangement of the supporting mechanism, the purpose of preventing the steel plate from buckling during use is achieved, and the attractiveness of the wall is improved.
本发明涉及剪力墙技术领域，具体的说是一种装配式组合框架钢板剪力墙及其装配方法，包括预制横梁，预制横梁的底端对称固定安装有侧支架，侧支架的内部两侧对称固定安装有第一螺栓，第一螺栓上滑动安装有角板，角板的内部滑动安装有支撑机构，支撑机构包括防护装置、前端定位部件和后端定位部件，前端定位部件滑动安装在后端定位部件的前端，防护装置滑动安装在前端定位部件的内部，防护装置包括对位边架、强化竖板、内芯钢板、延伸边架、圆弧杆和L型对位卡板，强化竖板和对位边架对称固定安装在内芯钢板的前端上，且强化竖板位于对位边架的内侧。通过支撑机构的设置，实现了可防止钢板在使用时出现屈曲的目的，提升墙壁的美观性。
Fabricated combined frame steel plate shear wall and assembling method thereof
The invention relates to the technical field of shear walls, in particular to an assembly type combined frame steel plate shear wall and an assembly method thereof.The assembly type combined frame steel plate shear wall comprises a prefabricated cross beam, side supports are symmetrically and fixedly installed at the bottom end of the prefabricated cross beam, first bolts are symmetrically and fixedly installed on the two sides of the interior of each side support, and angle plates are slidably installed on the first bolts; a supporting mechanism is slidably mounted in the angle plate and comprises a protection device, a front-end positioning part and a rear-end positioning part, the front-end positioning part is slidably mounted at the front end of the rear-end positioning part, and the protection device is slidably mounted in the front-end positioning part; the protection device comprises an alignment side frame, a reinforcing vertical plate, an inner core steel plate, an extending side frame, an arc rod and an L-shaped alignment clamping plate, the reinforcing vertical plate and the alignment side frame are symmetrically and fixedly installed at the front end of the inner core steel plate, and the reinforcing vertical plate is located on the inner side of the alignment side frame. And through the arrangement of the supporting mechanism, the purpose of preventing the steel plate from buckling during use is achieved, and the attractiveness of the wall is improved.
本发明涉及剪力墙技术领域，具体的说是一种装配式组合框架钢板剪力墙及其装配方法，包括预制横梁，预制横梁的底端对称固定安装有侧支架，侧支架的内部两侧对称固定安装有第一螺栓，第一螺栓上滑动安装有角板，角板的内部滑动安装有支撑机构，支撑机构包括防护装置、前端定位部件和后端定位部件，前端定位部件滑动安装在后端定位部件的前端，防护装置滑动安装在前端定位部件的内部，防护装置包括对位边架、强化竖板、内芯钢板、延伸边架、圆弧杆和L型对位卡板，强化竖板和对位边架对称固定安装在内芯钢板的前端上，且强化竖板位于对位边架的内侧。通过支撑机构的设置，实现了可防止钢板在使用时出现屈曲的目的，提升墙壁的美观性。
Fabricated combined frame steel plate shear wall and assembling method thereof
一种装配式组合框架钢板剪力墙及其装配方法
CAI XIAONING (author) / WEN YONGXIN (author) / WANG PENG (author) / WU CHENLONG (author) / ZHOU LIANG (author) / WANG XIAODONG (author) / ZHOU LUN (author)
2023-08-18
Patent
Electronic Resource
Chinese
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