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Net rack accumulative sliding installation structure and composite accumulative jacking construction method
The invention discloses a net rack accumulative sliding installation structure and a composite accumulative jacking construction method.The net rack accumulative sliding installation structure comprises an assembling platform, first profile steel, a sliding support and a driving part; an assembling platform is arranged on a concrete beam, first profile steel extends to the assembling platform, rails are arranged on the first profile steel, first net rack units are assembled and connected on the assembling platform, and the multiple first net rack units are connected with sliding supports after being assembled on the assembling platform; the driving piece drives the sliding support to slide on a rail arranged on the first profile steel, and accumulated sliding is achieved. The net rack is installed at a designated position in a mode of combining accumulative sliding and accumulative jacking, the constraint of a construction site can be reduced through the accumulative sliding and accumulative jacking mode, the situation that the net rack which is integrally installed is used for sliding and jacking is avoided, the sliding and jacking difficulty is reduced, and the construction efficiency is improved; and meanwhile, the stability and safety of the net rack during sliding and jacking are improved, and safe construction is achieved.
本发明公开了一种网架累积滑移安装结构及复合累积顶升施工方法,网架累积滑移安装结构,包括:拼装平台、第一型钢、滑移支座和驱动件;通过在混泥土梁上设置拼装平台,第一型钢延伸至拼装平台,第一型钢上设有轨道,在拼装平台上对第一网架单元进行拼装连接,多个第一网架单元在拼装平台上组装后,与滑移支座连接,驱动件带动滑移支座在第一型钢上设置的轨道上滑移,实现累积滑移。通过累积滑移复合累积顶升的方式,将网架安装至指定位置,累积滑移和累积顶升的方式可减小施工场地的约束,避免使用整体安装的网架进行滑移和顶升,降低滑移和顶升的难度,提高施工效率,同时提高网架滑移和顶升时的稳定性和安全性,实现安全施工。
Net rack accumulative sliding installation structure and composite accumulative jacking construction method
The invention discloses a net rack accumulative sliding installation structure and a composite accumulative jacking construction method.The net rack accumulative sliding installation structure comprises an assembling platform, first profile steel, a sliding support and a driving part; an assembling platform is arranged on a concrete beam, first profile steel extends to the assembling platform, rails are arranged on the first profile steel, first net rack units are assembled and connected on the assembling platform, and the multiple first net rack units are connected with sliding supports after being assembled on the assembling platform; the driving piece drives the sliding support to slide on a rail arranged on the first profile steel, and accumulated sliding is achieved. The net rack is installed at a designated position in a mode of combining accumulative sliding and accumulative jacking, the constraint of a construction site can be reduced through the accumulative sliding and accumulative jacking mode, the situation that the net rack which is integrally installed is used for sliding and jacking is avoided, the sliding and jacking difficulty is reduced, and the construction efficiency is improved; and meanwhile, the stability and safety of the net rack during sliding and jacking are improved, and safe construction is achieved.
本发明公开了一种网架累积滑移安装结构及复合累积顶升施工方法,网架累积滑移安装结构,包括:拼装平台、第一型钢、滑移支座和驱动件;通过在混泥土梁上设置拼装平台,第一型钢延伸至拼装平台,第一型钢上设有轨道,在拼装平台上对第一网架单元进行拼装连接,多个第一网架单元在拼装平台上组装后,与滑移支座连接,驱动件带动滑移支座在第一型钢上设置的轨道上滑移,实现累积滑移。通过累积滑移复合累积顶升的方式,将网架安装至指定位置,累积滑移和累积顶升的方式可减小施工场地的约束,避免使用整体安装的网架进行滑移和顶升,降低滑移和顶升的难度,提高施工效率,同时提高网架滑移和顶升时的稳定性和安全性,实现安全施工。
Net rack accumulative sliding installation structure and composite accumulative jacking construction method
一种网架累积滑移安装结构及复合累积顶升施工方法
WANG CHAO (Autor:in) / HUANG XIAOKANG (Autor:in) / YU HAO (Autor:in) / WEI DAJIANG (Autor:in) / LIU GUANGLIANG (Autor:in) / CHENG ZEHAO (Autor:in) / WU YANXIA (Autor:in) / LI LING (Autor:in)
07.03.2023
Patent
Elektronische Ressource
Chinesisch
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