Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large-span multilayer steel truss corridor and construction method
The invention provides a large-span multi-layer steel truss corridor and a construction method, the large-span multi-layer steel truss corridor comprises two buildings, the top of each building is provided with a first channel and two second channels which are vertically arranged, the two second channels are located below the first channels, the top ends of the sides, close to each other, of the two buildings are fixedly connected with stopping plates, and the stopping plates are located above the first channels; fixing mechanisms are arranged on the two first channels, a multi-layer steel truss assembly connected with the fixing mechanisms is arranged between the two first channels, and the multi-layer steel truss assembly comprises a first steel beam, a second steel beam and a third steel beam which are sequentially arranged from top to bottom; the multi-layer steel truss is conveniently hoisted to a proper position at a time through hoisting equipment, repeated hoisting work is effectively avoided, convenience is provided for installation of the multi-layer steel truss, and then the construction efficiency of the multi-layer steel truss corridor is improved.
本发明提供大跨径多层钢桁架连廊及施工方法，包括两个建筑物，两个建筑物的顶部均开设有竖向排列的通道一和两个通道二，两个通道二位于通道一的下方，两个建筑物相靠近一侧顶端且位于通道一的上方均固接有止挡板，两个通道一上均设有固定机构，两个通道一之间设有与固定机构连接的多层钢桁架组件，多层钢桁架组件包括从上至下依次设置的钢梁一、钢梁二和钢梁三；本发明通便于吊装设备一次性将多层钢桁架吊装至合适位置，有效避免进行反复吊装工作，为多层钢桁架的安装提供方便，进而加快了对多层钢桁架连廊的施工效率。
Large-span multilayer steel truss corridor and construction method
The invention provides a large-span multi-layer steel truss corridor and a construction method, the large-span multi-layer steel truss corridor comprises two buildings, the top of each building is provided with a first channel and two second channels which are vertically arranged, the two second channels are located below the first channels, the top ends of the sides, close to each other, of the two buildings are fixedly connected with stopping plates, and the stopping plates are located above the first channels; fixing mechanisms are arranged on the two first channels, a multi-layer steel truss assembly connected with the fixing mechanisms is arranged between the two first channels, and the multi-layer steel truss assembly comprises a first steel beam, a second steel beam and a third steel beam which are sequentially arranged from top to bottom; the multi-layer steel truss is conveniently hoisted to a proper position at a time through hoisting equipment, repeated hoisting work is effectively avoided, convenience is provided for installation of the multi-layer steel truss, and then the construction efficiency of the multi-layer steel truss corridor is improved.
本发明提供大跨径多层钢桁架连廊及施工方法，包括两个建筑物，两个建筑物的顶部均开设有竖向排列的通道一和两个通道二，两个通道二位于通道一的下方，两个建筑物相靠近一侧顶端且位于通道一的上方均固接有止挡板，两个通道一上均设有固定机构，两个通道一之间设有与固定机构连接的多层钢桁架组件，多层钢桁架组件包括从上至下依次设置的钢梁一、钢梁二和钢梁三；本发明通便于吊装设备一次性将多层钢桁架吊装至合适位置，有效避免进行反复吊装工作，为多层钢桁架的安装提供方便，进而加快了对多层钢桁架连廊的施工效率。
Large-span multilayer steel truss corridor and construction method
大跨径多层钢桁架连廊及施工方法
WANG TAO (Autor:in) / LIU YANGYANG (Autor:in) / LEE SANG JIN (Autor:in) / LI ZHISONG (Autor:in) / ZHENG YANGYANG (Autor:in) / QIAN ZHUHUI (Autor:in)
24.01.2025
Patent
Elektronische Ressource
Chinesisch
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