Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated steel bar truss node structure and subway station side wall and bottom plate connecting structure
The invention relates to a prefabricated steel bar truss node structure and a subway station side wall and bottom plate connecting structure, and the prefabricated steel bar truss node structure comprises a first steel bar truss module which is prefabricated and formed through a factory; the second steel bar truss module is prefabricated and formed through a factory; and the first steel bar truss module is fixedly connected with the second steel bar truss module through the connecting rib group to form the corner steel bar truss component. And finally, concrete pouring construction and other follow-up processes are conducted, and construction of the side wall and bottom plate corner structure of the subway station can be completed. Compared with a traditional on-site steel bar binding operation mode, the prefabricated first steel bar truss module and the prefabricated second steel bar truss module are adopted in the scheme, the on-site steel bar binding construction workload can be greatly reduced, the labor intensity of workers is relieved, the construction period is shortened, and economical efficiency is improved.
本发明涉及一种预制钢筋桁架节点结构及地铁车站侧墙与底板连接构造，包括：第一钢筋桁架模块，第一钢筋桁架模块通过工厂预制成型；第二钢筋桁架模块，第二钢筋桁架模块通过工厂预制成型；以及连接筋组，第一钢筋桁架模块通过连接筋组与第二钢筋桁架模块连接固定以形成转角钢筋桁架构件。最后进行混凝土浇筑施工等后续工艺，即可完成地铁车站的侧墙与底板转角构造的建造施工。且相较于传统的现场钢筋绑扎作业方式而言，本方案采用预制的第一钢筋桁架模块和第二钢筋桁架模块，可以大大减少现场的钢筋绑扎施工作业量，降低工人劳动强度，减少施工周期，提升经济性。
Prefabricated steel bar truss node structure and subway station side wall and bottom plate connecting structure
The invention relates to a prefabricated steel bar truss node structure and a subway station side wall and bottom plate connecting structure, and the prefabricated steel bar truss node structure comprises a first steel bar truss module which is prefabricated and formed through a factory; the second steel bar truss module is prefabricated and formed through a factory; and the first steel bar truss module is fixedly connected with the second steel bar truss module through the connecting rib group to form the corner steel bar truss component. And finally, concrete pouring construction and other follow-up processes are conducted, and construction of the side wall and bottom plate corner structure of the subway station can be completed. Compared with a traditional on-site steel bar binding operation mode, the prefabricated first steel bar truss module and the prefabricated second steel bar truss module are adopted in the scheme, the on-site steel bar binding construction workload can be greatly reduced, the labor intensity of workers is relieved, the construction period is shortened, and economical efficiency is improved.
本发明涉及一种预制钢筋桁架节点结构及地铁车站侧墙与底板连接构造，包括：第一钢筋桁架模块，第一钢筋桁架模块通过工厂预制成型；第二钢筋桁架模块，第二钢筋桁架模块通过工厂预制成型；以及连接筋组，第一钢筋桁架模块通过连接筋组与第二钢筋桁架模块连接固定以形成转角钢筋桁架构件。最后进行混凝土浇筑施工等后续工艺，即可完成地铁车站的侧墙与底板转角构造的建造施工。且相较于传统的现场钢筋绑扎作业方式而言，本方案采用预制的第一钢筋桁架模块和第二钢筋桁架模块，可以大大减少现场的钢筋绑扎施工作业量，降低工人劳动强度，减少施工周期，提升经济性。
Prefabricated steel bar truss node structure and subway station side wall and bottom plate connecting structure
预制钢筋桁架节点结构及地铁车站侧墙与底板连接构造
WANG TIAN (Autor:in) / XU BO (Autor:in) / ZHOU JIAN (Autor:in) / YU GUILIANG (Autor:in) / HOU TAICHENG (Autor:in) / LOU WEIXIAO (Autor:in)
12.04.2022
Patent
Elektronische Ressource
Chinesisch
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