Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Rigid connection structure and method for non-orthogonal steel beam and prefabricated concrete column
The invention provides a rigid connection structure and method for a non-orthogonal steel beam and a prefabricated concrete column. The connecting structure comprises a non-orthogonal steel beam, a prefabricated concrete column, a connecting steel plate, a pre-embedded steel plate and a high-strength bolt, the beveled end of the connecting steel plate is welded to the outer side face of the pre-embedded steel plate, the connecting steel plate and the non-orthogonal steel beam are connected through the high-strength bolt, and an upper flange and a lower flange of the non-orthogonal steel beam are welded to the pre-embedded steel plate. The connecting structure can reduce the number and the weight of connecting parts, so that the burden of a building is reduced. According to the connection method, connection is simple and efficient, the connected building structure is stable, traditional welding connection modes can be reduced, the construction difficulty is reduced, the construction period is shortened, and the problems caused by too high welding temperature or improper welding can be avoided. Production and construction are carried out based on the mechanical design principle, the construction period is shortened, the working efficiency is greatly improved, the connection convenience and economical efficiency are improved, and meanwhile the construction quality and reliability are guaranteed.
本发明提供了一种非正交钢梁与预制混凝土柱的刚性连接结构及连接方法。该连接结构包括非正交钢梁、预制混凝土柱、连接钢板、预埋钢板和高强度螺栓，连接钢板的斜切端部与预埋钢板的外侧面焊接，连接钢板和非正交钢梁通过高强度螺栓连接，非正交钢梁的上翼缘和下翼缘均与预埋钢板焊接。该连接结构可以减少连接部件的数量和重量，从而减轻了建筑物自身的负担。该连接方法连接简单且高效，并且连接后的建筑结构稳定，可以减少传统的焊接连接方式，减小施工难度，缩短施工周期，可避免焊接温度过高，或者焊接不当而导致的问题。基于机械力学设计原理进行生产和施工，缩短了工期、大大提高了工作效率，提高连接的便捷性和经济性，同时保证了施工的质量和可靠性。
Rigid connection structure and method for non-orthogonal steel beam and prefabricated concrete column
The invention provides a rigid connection structure and method for a non-orthogonal steel beam and a prefabricated concrete column. The connecting structure comprises a non-orthogonal steel beam, a prefabricated concrete column, a connecting steel plate, a pre-embedded steel plate and a high-strength bolt, the beveled end of the connecting steel plate is welded to the outer side face of the pre-embedded steel plate, the connecting steel plate and the non-orthogonal steel beam are connected through the high-strength bolt, and an upper flange and a lower flange of the non-orthogonal steel beam are welded to the pre-embedded steel plate. The connecting structure can reduce the number and the weight of connecting parts, so that the burden of a building is reduced. According to the connection method, connection is simple and efficient, the connected building structure is stable, traditional welding connection modes can be reduced, the construction difficulty is reduced, the construction period is shortened, and the problems caused by too high welding temperature or improper welding can be avoided. Production and construction are carried out based on the mechanical design principle, the construction period is shortened, the working efficiency is greatly improved, the connection convenience and economical efficiency are improved, and meanwhile the construction quality and reliability are guaranteed.
本发明提供了一种非正交钢梁与预制混凝土柱的刚性连接结构及连接方法。该连接结构包括非正交钢梁、预制混凝土柱、连接钢板、预埋钢板和高强度螺栓，连接钢板的斜切端部与预埋钢板的外侧面焊接，连接钢板和非正交钢梁通过高强度螺栓连接，非正交钢梁的上翼缘和下翼缘均与预埋钢板焊接。该连接结构可以减少连接部件的数量和重量，从而减轻了建筑物自身的负担。该连接方法连接简单且高效，并且连接后的建筑结构稳定，可以减少传统的焊接连接方式，减小施工难度，缩短施工周期，可避免焊接温度过高，或者焊接不当而导致的问题。基于机械力学设计原理进行生产和施工，缩短了工期、大大提高了工作效率，提高连接的便捷性和经济性，同时保证了施工的质量和可靠性。
Rigid connection structure and method for non-orthogonal steel beam and prefabricated concrete column
非正交钢梁与预制混凝土柱的刚性连接结构及连接方法
HAO RU (Autor:in) / XU ZHENGYU (Autor:in) / MAO WEIMIN (Autor:in) / CHEN BO (Autor:in) / ZHANG HAO (Autor:in) / LIU TAOTAO (Autor:in) / GAN GUOZHONG (Autor:in) / YANG KAIDI (Autor:in) / HU JUN (Autor:in) / LIU GANG (Autor:in)
29.12.2023
Patent
Elektronische Ressource
Chinesisch
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