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A platform for research: civil engineering, architecture and urbanism
Multi-process combined underground diaphragm wall construction structure under deep and thick rock stratum condition and construction method of multi-process combined underground diaphragm wall construction structure
The invention relates to a multi-process combined underground diaphragm wall construction structure under the deep and thick rock stratum condition, and relates to the field of underground diaphragm wall construction structures, the multi-process combined underground diaphragm wall construction structure comprises a pipeline and a support, the pipeline is vertically arranged in a continuous foundation pit, the support is arranged along the periphery of the pipeline, and the support is used for supporting the pipeline; climbing frames are arranged in the pipelines in the length direction of the pipelines at intervals and used for allowing constructors to climb, side openings are formed in one sides of the pipelines and located at the bottom in the continuous foundation pit, and the multiple pipelines are detachably connected in a sealed mode. The construction method has the effect of improving the safety of construction personnel in construction at the bottom of the continuous foundation pit.
本申请涉及一种深厚岩层条件下多工艺结合的地下连续墙施工结构，涉及地下连续墙施工结构的领域，包括管道和支架，管道用于竖直设置在连续基坑中，支架用于沿管道外周设置，支架用于支撑管道，管道内沿管道长度方向间隔设置有爬架，爬架用于供施工人员攀爬，管道一侧开设有侧开口，侧开口位于连续基坑内底部，多个管道互相可拆卸并密闭连接。本申请具有提升施工人员在连续基坑底部施工的安全性的效果。
Multi-process combined underground diaphragm wall construction structure under deep and thick rock stratum condition and construction method of multi-process combined underground diaphragm wall construction structure
The invention relates to a multi-process combined underground diaphragm wall construction structure under the deep and thick rock stratum condition, and relates to the field of underground diaphragm wall construction structures, the multi-process combined underground diaphragm wall construction structure comprises a pipeline and a support, the pipeline is vertically arranged in a continuous foundation pit, the support is arranged along the periphery of the pipeline, and the support is used for supporting the pipeline; climbing frames are arranged in the pipelines in the length direction of the pipelines at intervals and used for allowing constructors to climb, side openings are formed in one sides of the pipelines and located at the bottom in the continuous foundation pit, and the multiple pipelines are detachably connected in a sealed mode. The construction method has the effect of improving the safety of construction personnel in construction at the bottom of the continuous foundation pit.
本申请涉及一种深厚岩层条件下多工艺结合的地下连续墙施工结构，涉及地下连续墙施工结构的领域，包括管道和支架，管道用于竖直设置在连续基坑中，支架用于沿管道外周设置，支架用于支撑管道，管道内沿管道长度方向间隔设置有爬架，爬架用于供施工人员攀爬，管道一侧开设有侧开口，侧开口位于连续基坑内底部，多个管道互相可拆卸并密闭连接。本申请具有提升施工人员在连续基坑底部施工的安全性的效果。
Multi-process combined underground diaphragm wall construction structure under deep and thick rock stratum condition and construction method of multi-process combined underground diaphragm wall construction structure
一种深厚岩层条件下多工艺结合的地下连续墙施工结构及其施工方法
CHEN XIAOSONG (author) / TANG JIANMING (author) / ZHONG JUN (author) / DENG XIAOFENG (author) / LAN JUNQI (author) / GUO YAQIAO (author) / ZHANG ZHUANG (author) / SONG XIUBAO (author)
2023-01-24
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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