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Fabricated construction method for cantilever bent cap
The invention provides an assembly type construction method of a cantilever cover beam, which comprises the following steps: manufacturing a traditional scaffold into an assembly type bracket, and changing the structure of part of bearing platforms to enable the assembly type bracket to be hoisted from one bearing platform to another bearing platform to be quickly mounted, so that a large amount of time for building the scaffold is saved, and the construction efficiency is improved. The assembly type support assembly can replace a traditional scaffold building mode, the assembly type support assembly is moved from one bearing platform to the other bearing platform in an integral hoisting installation mode, building is completed on the first bearing platform, a support on the previous bearing platform can be called during construction of the second bearing platform, the time for building the bearing platform again is saved, and the construction efficiency is improved. The construction time is saved, the construction period is shortened, and the problem that the construction efficiency is low due to the fact that a scaffold needs to be built again for each bearing platform in the bridge bent cap construction process is solved.
本发明提供一种悬臂盖梁的装配式施工方法,该方法包括:将传统脚手架制作成装配式支架,改变部分承台的结构就能使装配式支架从一座承台吊装至另一座承台快速安装,节省大量搭建脚手架的时间,提高施工效率,本发明中的装配式支架组件能够代替传统的搭建脚手架的方式,通过整体吊装的安装方式从一个承台移动到至另一个承台,只需要在首个承台完成搭建,即可在第二个承台施工时调用前一个承台上的支架,节省重新搭建承台的时间,节省施工时间,缩短施工周期,解决了桥梁盖梁施工的过程中每一座承台都需要重新搭建脚手架导致施工效率低的问题。
Fabricated construction method for cantilever bent cap
The invention provides an assembly type construction method of a cantilever cover beam, which comprises the following steps: manufacturing a traditional scaffold into an assembly type bracket, and changing the structure of part of bearing platforms to enable the assembly type bracket to be hoisted from one bearing platform to another bearing platform to be quickly mounted, so that a large amount of time for building the scaffold is saved, and the construction efficiency is improved. The assembly type support assembly can replace a traditional scaffold building mode, the assembly type support assembly is moved from one bearing platform to the other bearing platform in an integral hoisting installation mode, building is completed on the first bearing platform, a support on the previous bearing platform can be called during construction of the second bearing platform, the time for building the bearing platform again is saved, and the construction efficiency is improved. The construction time is saved, the construction period is shortened, and the problem that the construction efficiency is low due to the fact that a scaffold needs to be built again for each bearing platform in the bridge bent cap construction process is solved.
本发明提供一种悬臂盖梁的装配式施工方法,该方法包括:将传统脚手架制作成装配式支架,改变部分承台的结构就能使装配式支架从一座承台吊装至另一座承台快速安装,节省大量搭建脚手架的时间,提高施工效率,本发明中的装配式支架组件能够代替传统的搭建脚手架的方式,通过整体吊装的安装方式从一个承台移动到至另一个承台,只需要在首个承台完成搭建,即可在第二个承台施工时调用前一个承台上的支架,节省重新搭建承台的时间,节省施工时间,缩短施工周期,解决了桥梁盖梁施工的过程中每一座承台都需要重新搭建脚手架导致施工效率低的问题。
Fabricated construction method for cantilever bent cap
一种悬臂盖梁的装配式施工方法
FENG TANGLIANG (author) / SHEN YUZHANG (author) / LU SHUFENG (author) / LAI HAN (author) / XIAO HANZHONG (author) / DONG BINBIN (author) / HUANG GUOXUAN (author) / WAN YINFAN (author) / YANG BO (author) / HU MEIJIE (author)
2024-06-11
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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