Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-altitude assembling structure and method for sliding type steel truss
The invention discloses a high-altitude splicing structure and method for a sliding type steel truss, and belongs to the technical field of steel truss splicing. The high-altitude splicing structure comprises two temporary rails which are distributed in parallel, stand column assemblies are installed on the temporary rails in a sliding mode, main beam assemblies are welded between the opposite stand column assemblies, and a triangular truss is welded between the main beam assemblies; supporting assemblies are fixedly mounted on the two sides of the upper end of the triangular truss correspondingly, the contact area between the main beam assembly and the stand column assembly is increased by adopting the welding notches and the inserting rods, then the problem of cracking at the welding position is avoided, through the supporting assemblies, after the tensioning film is laid, the supporting force on the tensioning film is conveniently adjusted, and the supporting efficiency is improved. And by means of the temporary sliding assembly, during sliding, the moving stability is improved, the stand column assembly can be conveniently lifted, the stand column assembly and an external embedded part can be conveniently and fixedly connected, and the temporary sliding assembly can be conveniently dismantled.
本发明公开了一种滑移式钢桁架的高空拼装结构及拼装方法，属于钢桁架拼装技术领域，包括有两根平行分布的临时轨道，临时轨道上滑动安装有立柱组件，相对的立柱组件之间焊接有主梁组件，且主梁组件之间焊接有三角桁架，三角桁架的上端两侧均固定安装有支撑组件，通过采用焊接缺口和插接杆，提高主梁组件与立柱组件之间的接触面积，进而避免在焊接位置产生开裂的问题，并通过支撑组件，在进行铺设张紧膜后，便于调节对张紧膜的支撑力度，进而方便进行调节，适用性强，并通过临时滑移组件，在进行滑移时，不仅提高移动的稳定性，也便于对立柱组件进行升降，方便将立柱组件与外部的预埋件相固定连接，方便对临时滑移组件进行拆除。
High-altitude assembling structure and method for sliding type steel truss
The invention discloses a high-altitude splicing structure and method for a sliding type steel truss, and belongs to the technical field of steel truss splicing. The high-altitude splicing structure comprises two temporary rails which are distributed in parallel, stand column assemblies are installed on the temporary rails in a sliding mode, main beam assemblies are welded between the opposite stand column assemblies, and a triangular truss is welded between the main beam assemblies; supporting assemblies are fixedly mounted on the two sides of the upper end of the triangular truss correspondingly, the contact area between the main beam assembly and the stand column assembly is increased by adopting the welding notches and the inserting rods, then the problem of cracking at the welding position is avoided, through the supporting assemblies, after the tensioning film is laid, the supporting force on the tensioning film is conveniently adjusted, and the supporting efficiency is improved. And by means of the temporary sliding assembly, during sliding, the moving stability is improved, the stand column assembly can be conveniently lifted, the stand column assembly and an external embedded part can be conveniently and fixedly connected, and the temporary sliding assembly can be conveniently dismantled.
本发明公开了一种滑移式钢桁架的高空拼装结构及拼装方法，属于钢桁架拼装技术领域，包括有两根平行分布的临时轨道，临时轨道上滑动安装有立柱组件，相对的立柱组件之间焊接有主梁组件，且主梁组件之间焊接有三角桁架，三角桁架的上端两侧均固定安装有支撑组件，通过采用焊接缺口和插接杆，提高主梁组件与立柱组件之间的接触面积，进而避免在焊接位置产生开裂的问题，并通过支撑组件，在进行铺设张紧膜后，便于调节对张紧膜的支撑力度，进而方便进行调节，适用性强，并通过临时滑移组件，在进行滑移时，不仅提高移动的稳定性，也便于对立柱组件进行升降，方便将立柱组件与外部的预埋件相固定连接，方便对临时滑移组件进行拆除。
High-altitude assembling structure and method for sliding type steel truss
一种滑移式钢桁架的高空拼装结构及拼装方法
LI XIANHUA (Autor:in) / CHEN KUNPENG (Autor:in) / XIN JUNTAO (Autor:in) / QIANG YUEMING (Autor:in) / FU ZHIWEI (Autor:in) / WU XIYUAN (Autor:in) / YANG WENGEN (Autor:in)
20.09.2024
Patent
Elektronische Ressource
Chinesisch
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