Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Assembly combined type shear wall structure
The invention discloses an assembly combined type shear wall structure, relates to the technical field of shear walls, and solves the problem that an upper through beam moves and deviates on a connecting type steel wire due to the fact that the fixed connection between the upper through beam and a supporting frame mechanism is extremely unstable. The assembled combined shear wall structure comprises supporting frame mechanisms, upper through beams are connected to the front sides and the rear sides of the upper ends of the supporting frame mechanisms correspondingly, lower through beams are connected to the two sides of the lower ends of the supporting frame mechanisms correspondingly, and the lower through beams and the upper through beams are supported and fixedly connected through the multiple supporting frame mechanisms; frame connecting mechanisms are connected to the two sides of the intersection position between the supporting frame mechanism and the upper through beam. The clamping plate is arranged to be of a U-shaped structure, and the plate ring end plate is arranged to be of a semi-annular structure, so that the clamping plate is matched with the upper end of the upper through beam, the plate ring end plate is matched with the lower end of the upper through beam, and then the whole upper through beam is integrally matched and fixed through the clamping plate and the plate ring end plate in a staggered mode.
本发明公开了一种装配组合式剪力墙结构，涉及剪力墙技术领域，解决了上通梁和支撑架机构之间的固定连接极其不稳，导致上通梁会在连接型钢丝上发生活动偏移问题。一种装配组合式剪力墙结构，包括支撑架机构，所述支撑架机构的上端前后两侧均连接设置有上通梁，所述支撑架机构下端的两侧均连接设置有下通梁，所述下通梁和上通梁之间由多个支撑架机构支撑固定连接，所述支撑架机构和上通梁之间交叉处的两侧均连接设置有框连机构。本发明通过将卡接板设置为U型结构，板环端板设置为半环形结构，这使得卡接板配合在上通梁的上端，而板环端板配合在上通梁的下端，进而使得整体的上通梁通过卡接板和板环端板交错完整的配合固定。
Assembly combined type shear wall structure
The invention discloses an assembly combined type shear wall structure, relates to the technical field of shear walls, and solves the problem that an upper through beam moves and deviates on a connecting type steel wire due to the fact that the fixed connection between the upper through beam and a supporting frame mechanism is extremely unstable. The assembled combined shear wall structure comprises supporting frame mechanisms, upper through beams are connected to the front sides and the rear sides of the upper ends of the supporting frame mechanisms correspondingly, lower through beams are connected to the two sides of the lower ends of the supporting frame mechanisms correspondingly, and the lower through beams and the upper through beams are supported and fixedly connected through the multiple supporting frame mechanisms; frame connecting mechanisms are connected to the two sides of the intersection position between the supporting frame mechanism and the upper through beam. The clamping plate is arranged to be of a U-shaped structure, and the plate ring end plate is arranged to be of a semi-annular structure, so that the clamping plate is matched with the upper end of the upper through beam, the plate ring end plate is matched with the lower end of the upper through beam, and then the whole upper through beam is integrally matched and fixed through the clamping plate and the plate ring end plate in a staggered mode.
本发明公开了一种装配组合式剪力墙结构，涉及剪力墙技术领域，解决了上通梁和支撑架机构之间的固定连接极其不稳，导致上通梁会在连接型钢丝上发生活动偏移问题。一种装配组合式剪力墙结构，包括支撑架机构，所述支撑架机构的上端前后两侧均连接设置有上通梁，所述支撑架机构下端的两侧均连接设置有下通梁，所述下通梁和上通梁之间由多个支撑架机构支撑固定连接，所述支撑架机构和上通梁之间交叉处的两侧均连接设置有框连机构。本发明通过将卡接板设置为U型结构，板环端板设置为半环形结构，这使得卡接板配合在上通梁的上端，而板环端板配合在上通梁的下端，进而使得整体的上通梁通过卡接板和板环端板交错完整的配合固定。
Assembly combined type shear wall structure
一种装配组合式剪力墙结构
ZHOU XUEFANG (Autor:in) / DONG WEI (Autor:in) / YAN LEI (Autor:in) / LI JIANRUI (Autor:in) / GAO GUOCHENG (Autor:in) / ZHANG XIAOJIANG (Autor:in) / YANG DONG (Autor:in) / WU XIAOJING (Autor:in) / QIN YUHANG (Autor:in) / LI ZHONGYI (Autor:in)
14.07.2023
Patent
Elektronische Ressource
Chinesisch
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