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Mounting and dismounting method for high pier and bent cap integrated construction platform
The invention discloses a high pier and capping beam integrated construction platform mounting and dismounting method, which belongs to the technical field of capping beam construction, and comprises the following steps: S1, leveling the bottom ground of a pier column; s2, a platform lifting device is installed; s3, the construction operation platform is assembled; s4, mounting a hoop; s5, dismounting the platform lifting device; s6, constructing a bent cap; s7, reinstalling the platform lifting device; s8, dismantling the hoop; s9, the construction operation platform is dismantled; and S10, the platform lifting device is dismantled again. According to the mounting and dismounting method for the high pier and capping beam integrated platform, operators are located at safe positions in the whole mounting and dismounting process, safety is guaranteed, the high-altitude operation risk existing during mounting of the capping beam construction operation platform is reduced, meanwhile, the mounting quality and the mounting and dismounting speed of the construction operation platform are greatly improved, and the engineering cost is reduced.
本发明公开了一种高墩盖梁一体化施工平台安拆方法，属于盖梁施工技术领域，包括以下步骤：S1、平整墩柱底部地面；S2、平台升降装置的安装；S3、施工作业平台的组装；S4、抱箍安装；S5、平台升降装置的拆除；S6、盖梁施工；S7、平台升降装置的再安装；S8、抱箍拆除；S9、施工作业平台拆除；S10、平台升降装置的再拆除。本发明高墩盖梁一体化平台安拆方法，整个安拆过程作业人员均处于较安全的位置，安全有保障，降低了盖梁施工作业平台安装时存在的高空作业风险，同时也大大提高了施工作业平台的安装质量和安拆速度，降低了工程成本。
Mounting and dismounting method for high pier and bent cap integrated construction platform
The invention discloses a high pier and capping beam integrated construction platform mounting and dismounting method, which belongs to the technical field of capping beam construction, and comprises the following steps: S1, leveling the bottom ground of a pier column; s2, a platform lifting device is installed; s3, the construction operation platform is assembled; s4, mounting a hoop; s5, dismounting the platform lifting device; s6, constructing a bent cap; s7, reinstalling the platform lifting device; s8, dismantling the hoop; s9, the construction operation platform is dismantled; and S10, the platform lifting device is dismantled again. According to the mounting and dismounting method for the high pier and capping beam integrated platform, operators are located at safe positions in the whole mounting and dismounting process, safety is guaranteed, the high-altitude operation risk existing during mounting of the capping beam construction operation platform is reduced, meanwhile, the mounting quality and the mounting and dismounting speed of the construction operation platform are greatly improved, and the engineering cost is reduced.
本发明公开了一种高墩盖梁一体化施工平台安拆方法，属于盖梁施工技术领域，包括以下步骤：S1、平整墩柱底部地面；S2、平台升降装置的安装；S3、施工作业平台的组装；S4、抱箍安装；S5、平台升降装置的拆除；S6、盖梁施工；S7、平台升降装置的再安装；S8、抱箍拆除；S9、施工作业平台拆除；S10、平台升降装置的再拆除。本发明高墩盖梁一体化平台安拆方法，整个安拆过程作业人员均处于较安全的位置，安全有保障，降低了盖梁施工作业平台安装时存在的高空作业风险，同时也大大提高了施工作业平台的安装质量和安拆速度，降低了工程成本。
Mounting and dismounting method for high pier and bent cap integrated construction platform
一种高墩盖梁一体化施工平台安拆方法
CHEN HUIJING (author) / ZHOU JIANGUANG (author) / GAO YONGJI (author) / SUN YINHAO (author) / WANG YONGFENG (author) / YAO JIANMING (author) / LIU QIANGHUA (author) / OUYANG BING (author) / WEI CHENYU (author) / XU XIN (author)
2022-12-09
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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