Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large-span steel structure corridor unit type installation method
The invention relates to the technical field of steel structure installation, and discloses a large-span steel structure corridor unit type installation method, a first unit, a second unit and a support are included, the first unit comprises a steel beam, a steel column and a supporting rod, the steel beam, the steel column and the supporting rod are connected through welding and bolts to form a stable structure, and the first unit further comprises a plurality of sets of floor bearing plate assemblies. The second unit comprises a plurality of sets of floor bearing plate assemblies and a plurality of supporting vertical rods. The whole corridor structure and building system components are divided into a plurality of module units, the stress and the splicing connection mode are calculated through professional software, a main body structure, a building system and a roof system can be spliced together, the construction measure cost is reduced, and the construction period is shortened. Compared with a high-altitude scattered splicing and sliding method, an operation platform is prevented from being erected, and the construction efficiency and safety are effectively improved; compared with a lifting method, the method has no special requirements on the lower site of the corridor, and is more convenient while economic and time costs are considered.
本发明涉及钢结构安装技术领域，公开了一种大跨度钢结构连廊单元式安装方法，包括：单元一、单元二和支座，所述单元一包括钢梁、钢柱、支撑杆，三者间利用焊接、螺栓连接形成稳定结构，单元一还包括若干组楼承板组件，所述单元二包括若干组楼承板组件和若干支撑竖杆。本发明将整个连廊结构和楼屋系统构件划分为若干模块单元，并利用专业的软件对受力以及拼装连接方式进行计算，可将主体结构和楼、屋面系统一起拼装，以降低施工措施费用和施工周期。与高空散拼、滑移法相比，避免了搭设操作平台，有效提升施工效率和安全性；与提升法相比，对连廊下部场地无特殊要求，兼顾了经济、时间成本的同时，还更加便捷。
Large-span steel structure corridor unit type installation method
The invention relates to the technical field of steel structure installation, and discloses a large-span steel structure corridor unit type installation method, a first unit, a second unit and a support are included, the first unit comprises a steel beam, a steel column and a supporting rod, the steel beam, the steel column and the supporting rod are connected through welding and bolts to form a stable structure, and the first unit further comprises a plurality of sets of floor bearing plate assemblies. The second unit comprises a plurality of sets of floor bearing plate assemblies and a plurality of supporting vertical rods. The whole corridor structure and building system components are divided into a plurality of module units, the stress and the splicing connection mode are calculated through professional software, a main body structure, a building system and a roof system can be spliced together, the construction measure cost is reduced, and the construction period is shortened. Compared with a high-altitude scattered splicing and sliding method, an operation platform is prevented from being erected, and the construction efficiency and safety are effectively improved; compared with a lifting method, the method has no special requirements on the lower site of the corridor, and is more convenient while economic and time costs are considered.
本发明涉及钢结构安装技术领域，公开了一种大跨度钢结构连廊单元式安装方法，包括：单元一、单元二和支座，所述单元一包括钢梁、钢柱、支撑杆，三者间利用焊接、螺栓连接形成稳定结构，单元一还包括若干组楼承板组件，所述单元二包括若干组楼承板组件和若干支撑竖杆。本发明将整个连廊结构和楼屋系统构件划分为若干模块单元，并利用专业的软件对受力以及拼装连接方式进行计算，可将主体结构和楼、屋面系统一起拼装，以降低施工措施费用和施工周期。与高空散拼、滑移法相比，避免了搭设操作平台，有效提升施工效率和安全性；与提升法相比，对连廊下部场地无特殊要求，兼顾了经济、时间成本的同时，还更加便捷。
Large-span steel structure corridor unit type installation method
一种大跨度钢结构连廊单元式安装方法
XIE YIJUN (Autor:in) / TONG LINLANG (Autor:in) / WU SHUAI (Autor:in) / PAN HONGYU (Autor:in) / HONG SHAOZHENG (Autor:in) / WU JIAN (Autor:in) / DENG SONG (Autor:in) / SHEN ZHENGFENG (Autor:in) / ZHANG LINGZHI (Autor:in)
05.11.2024
Patent
Elektronische Ressource
Chinesisch
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