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Multi-layer steel corridor stacking and splicing integral synchronous tired and reduced lifting construction device and using method
The invention relates to the technical field of building construction, in particular to a multi-layer steel corridor stacking and splicing integral synchronous tired and reduced lifting construction device which is characterized in that a hydraulic synchronous lifting mechanism is arranged on the side face of the upper end of each corridor, and meanwhile every two adjacent corridors are connected through I-shaped steel; the upper end of each corridor is provided with a steel bar truss floor support plate, the side edge of each steel bar truss floor support plate is connected with a hydraulic synchronous lifting mechanism, and the hydraulic synchronous lifting mechanism conducts information interaction with a remote controller through a wireless communication module. After the ultra-large steel components are spliced on the ground, the lowermost corridor is integrally lifted to the designed position, then the lowermost reserved section is welded, temporary connection between the lowermost corridor and the upper corridor is removed, then the corridor continues to be lifted to the penultimate layer to reach the designed position, and the steps are repeated till all the corridors are lifted in place. Therefore, high-altitude hoisting of large-tonnage, large-span and large-area ultra-large components is achieved.
本发明涉及建筑施工技术领域,具体是一种多层钢连廊叠拼整体同步累减提升施工装置,所述液压同步提升机构设置在每个连廊上端侧面,同时相邻两个所述连廊之间通过工字钢进行连接,且每个所述连廊的上端均设置有钢筋桁架楼承板,所述钢筋桁架楼承板的侧边与液压同步提升机构进行连接,所述液压同步提升机构通过无线通信模块与远程控制器之间进行信息交互。本发明将超大型钢构件在地面进行拼装后,整体提升最下层连廊到达设计位置,然后进行最下层预留段焊接,再拆除最下层连廊与上层连廊之间的临时连接,之后再继续提升至倒数第二层到达设计位置,如此往复,直至所有连廊均提升到位,从而实现了大吨位、大跨度、大面积的超大型构件高空吊装。
Multi-layer steel corridor stacking and splicing integral synchronous tired and reduced lifting construction device and using method
The invention relates to the technical field of building construction, in particular to a multi-layer steel corridor stacking and splicing integral synchronous tired and reduced lifting construction device which is characterized in that a hydraulic synchronous lifting mechanism is arranged on the side face of the upper end of each corridor, and meanwhile every two adjacent corridors are connected through I-shaped steel; the upper end of each corridor is provided with a steel bar truss floor support plate, the side edge of each steel bar truss floor support plate is connected with a hydraulic synchronous lifting mechanism, and the hydraulic synchronous lifting mechanism conducts information interaction with a remote controller through a wireless communication module. After the ultra-large steel components are spliced on the ground, the lowermost corridor is integrally lifted to the designed position, then the lowermost reserved section is welded, temporary connection between the lowermost corridor and the upper corridor is removed, then the corridor continues to be lifted to the penultimate layer to reach the designed position, and the steps are repeated till all the corridors are lifted in place. Therefore, high-altitude hoisting of large-tonnage, large-span and large-area ultra-large components is achieved.
本发明涉及建筑施工技术领域,具体是一种多层钢连廊叠拼整体同步累减提升施工装置,所述液压同步提升机构设置在每个连廊上端侧面,同时相邻两个所述连廊之间通过工字钢进行连接,且每个所述连廊的上端均设置有钢筋桁架楼承板,所述钢筋桁架楼承板的侧边与液压同步提升机构进行连接,所述液压同步提升机构通过无线通信模块与远程控制器之间进行信息交互。本发明将超大型钢构件在地面进行拼装后,整体提升最下层连廊到达设计位置,然后进行最下层预留段焊接,再拆除最下层连廊与上层连廊之间的临时连接,之后再继续提升至倒数第二层到达设计位置,如此往复,直至所有连廊均提升到位,从而实现了大吨位、大跨度、大面积的超大型构件高空吊装。
Multi-layer steel corridor stacking and splicing integral synchronous tired and reduced lifting construction device and using method
一种多层钢连廊叠拼整体同步累减提升施工装置及使用方法
ZHANG ZHENG (author) / ZHAO WENQING (author) / JIANG ZHANGFEI (author) / LI SONG (author) / SHI WENJING (author) / LIN YUANYUAN (author) / XUE AODI (author) / ZHAN FENG (author) / ZHANG KAIDI (author) / DOU ZHI (author)
2023-11-03
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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