Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Accumulated sliding installation method for large-span steel structure truss
The invention provides an accumulative sliding installation method for a large-span steel structure truss assembled on the ground and free of high-altitude unloading. The accumulative sliding installation method comprises the following steps that S1, multiple rows of bases arranged in parallel are arranged; s2, non-unloading two-way accumulative sliding shoes are erected on each row of bases; s3, large-span steel structure truss units are hoisted on the unloading-free two-way accumulative sliding shoes, and sliding splicing of the large-span steel structure truss units is conducted from the two ends to the middle; and S4, after splicing is finished, the non-unloading bidirectional accumulation sliding shoes on the two sides of the base are removed, and the large-span steel structure truss unit is welded to the base.
本发明提供了一种地面拼装高空无卸载的大跨度钢结构桁架的累积滑移安装方法，包括以下步骤：S1，布设多排平行排列的底座；S2，在每一排所述底座上架设无卸载双向累积滑移滑靴；S3，在所述无卸载双向累积滑移滑靴上吊装大跨度钢结构桁架单元，并从两端向中间进行所述大跨度钢结构桁架单元的滑移拼接；S4，拼接结束后，移除所述底座两侧的无卸载双向累积滑移滑靴，并将所述大跨度钢结构桁架单元焊接在所述底座上。
Accumulated sliding installation method for large-span steel structure truss
The invention provides an accumulative sliding installation method for a large-span steel structure truss assembled on the ground and free of high-altitude unloading. The accumulative sliding installation method comprises the following steps that S1, multiple rows of bases arranged in parallel are arranged; s2, non-unloading two-way accumulative sliding shoes are erected on each row of bases; s3, large-span steel structure truss units are hoisted on the unloading-free two-way accumulative sliding shoes, and sliding splicing of the large-span steel structure truss units is conducted from the two ends to the middle; and S4, after splicing is finished, the non-unloading bidirectional accumulation sliding shoes on the two sides of the base are removed, and the large-span steel structure truss unit is welded to the base.
本发明提供了一种地面拼装高空无卸载的大跨度钢结构桁架的累积滑移安装方法，包括以下步骤：S1，布设多排平行排列的底座；S2，在每一排所述底座上架设无卸载双向累积滑移滑靴；S3，在所述无卸载双向累积滑移滑靴上吊装大跨度钢结构桁架单元，并从两端向中间进行所述大跨度钢结构桁架单元的滑移拼接；S4，拼接结束后，移除所述底座两侧的无卸载双向累积滑移滑靴，并将所述大跨度钢结构桁架单元焊接在所述底座上。
Accumulated sliding installation method for large-span steel structure truss
大跨度钢结构桁架的累积滑移安装方法
ZHANG JIAN (Autor:in) / JIANG TAO (Autor:in) / ZHANG LONGFENG (Autor:in) / WANG CHENGLONG (Autor:in) / MENG KUNLIN (Autor:in) / WU AQIANG (Autor:in) / WANG JUNQUAN (Autor:in) / CHEN YANGUANG (Autor:in) / SUN HAIBO (Autor:in) / YIN WENCHAO (Autor:in)
03.10.2023
Patent
Elektronische Ressource
Chinesisch
Large-span pipe truss roof accumulated pushing method
| Europäisches Patentamt | 2023
Installation method of super-large-span steel structure plane truss
| Europäisches Patentamt | 2021
Installation method of large-span steel truss overhanging special-shaped structure
| Europäisches Patentamt | 2023
Large-span building wavy line roof steel truss installation structure
| Europäisches Patentamt | 2021