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Steel structure beam column energy consumption hinged joint, steel structure connected structure and construction method
The invention relates to the technical field of building construction, and provides a steel structure beam column energy consumption hinged joint, a steel structure connected structure and a construction method. The steel structure beam column energy dissipation hinge joint comprises a first connecting piece, a second connecting piece, a first connecting piece, a second connecting piece and a second connecting piece, the second connecting piece is transversely inserted into the mounting hole of the steel beam, movably connected with the steel beam and used for supporting the steel beam, the second connecting piece is inserted into the first supporting hole, and a radial distance is kept between the second connecting piece and the hole wall of the first supporting hole; and the energy consumption connecting piece is connected between the first connecting piece and the second connecting piece. According to the steel structure beam column energy dissipation hinge joint, the steel beam can move and rotate relative to the steel column, and when the elevations of the two ends of the steel beam connected with the steel column change differently, the steel beam cannot generate additional bending moment and additional shearing force. Therefore, the service life of the connected structure is prolonged, and the safety of the main body structure is ensured.
本申请涉及建筑施工技术领域,提供钢结构梁柱耗能铰接节点、钢结构连体结构及施工方法。钢结构梁柱耗能铰接节点包括:第一连接件,固定设置在钢柱一侧,第一连接件上设置有第一支撑孔;第二连接件,横向穿插于钢梁的安装孔,且与钢梁活动连接,用于支撑钢梁,第二连接件穿插在第一支撑孔内,且与第一支撑孔的孔壁保持径向间距;以及耗能连接件,连接于第一连接件和第二连接件之间。本发明的钢结构梁柱耗能铰接节点使钢梁可相对于钢柱移动和转动,当与钢柱连接的钢梁两端的标高发生不同变化时,钢梁不会产生附加弯矩和附加剪力。从而延长连体结构的使用寿命和保证主体结构的安全性。
Steel structure beam column energy consumption hinged joint, steel structure connected structure and construction method
The invention relates to the technical field of building construction, and provides a steel structure beam column energy consumption hinged joint, a steel structure connected structure and a construction method. The steel structure beam column energy dissipation hinge joint comprises a first connecting piece, a second connecting piece, a first connecting piece, a second connecting piece and a second connecting piece, the second connecting piece is transversely inserted into the mounting hole of the steel beam, movably connected with the steel beam and used for supporting the steel beam, the second connecting piece is inserted into the first supporting hole, and a radial distance is kept between the second connecting piece and the hole wall of the first supporting hole; and the energy consumption connecting piece is connected between the first connecting piece and the second connecting piece. According to the steel structure beam column energy dissipation hinge joint, the steel beam can move and rotate relative to the steel column, and when the elevations of the two ends of the steel beam connected with the steel column change differently, the steel beam cannot generate additional bending moment and additional shearing force. Therefore, the service life of the connected structure is prolonged, and the safety of the main body structure is ensured.
本申请涉及建筑施工技术领域,提供钢结构梁柱耗能铰接节点、钢结构连体结构及施工方法。钢结构梁柱耗能铰接节点包括:第一连接件,固定设置在钢柱一侧,第一连接件上设置有第一支撑孔;第二连接件,横向穿插于钢梁的安装孔,且与钢梁活动连接,用于支撑钢梁,第二连接件穿插在第一支撑孔内,且与第一支撑孔的孔壁保持径向间距;以及耗能连接件,连接于第一连接件和第二连接件之间。本发明的钢结构梁柱耗能铰接节点使钢梁可相对于钢柱移动和转动,当与钢柱连接的钢梁两端的标高发生不同变化时,钢梁不会产生附加弯矩和附加剪力。从而延长连体结构的使用寿命和保证主体结构的安全性。
Steel structure beam column energy consumption hinged joint, steel structure connected structure and construction method
钢结构梁柱耗能铰接节点、钢结构连体结构及施工方法
LI JIAN (author) / ZHOU YUN (author) / PAN HENG (author) / DOUZON (author) / LIAO XIN (author) / WU HAO (author) / CHEN JIAHAO (author) / LUO XIANMING (author)
2023-07-04
Patent
Electronic Resource
Chinese
European Patent Office | 2023
|European Patent Office | 2022
|European Patent Office | 2022
|European Patent Office | 2023
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