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Basement inclined support changing and fat groove backfilling construction method
The invention discloses a basement inclined support changing and fertile groove backfilling construction method which comprises the following steps that firstly, pipelines around a construction site are detected in advance, and then the pipelines around the construction site are monitored and protected; 2, detecting, sampling and analyzing the engineering geology; by ensuring the safety of the foundation pit, the surrounding environment and facilities, avoiding the situation that the surrounding environment and facilities are abnormal due to leakage and the like, and adopting layer-by-layer backfilling construction of a fertile groove area and adjustment of inclined support replacement, through the design, the construction period of a basement main body structure is long, the penetration period is long, and the construction efficiency is high. When the surrounding environment of the foundation pit is unstable, the safety of the foundation pit, the surrounding environment and facilities is guaranteed, and the situation that the surrounding environment and facilities are abnormal due to leakage is avoided.
本发明公开了一种地下室斜换撑与肥槽回填施工方法,包括以下步骤:步骤一,预先对施工场地周围的管线进行探测,然后对施工场地周围的管线进行监测和保护;步骤二,对工程地质进行探测取样分析;本发明通过保证基坑和周边环境和设施安全,避免出现渗漏造成周边环境和设施出现异常等情况,采用逐层回填施工肥槽区域,调整斜换撑,通过这种设计带来了可在地下室主体结构施工周期较长,贯穿周期较长,基坑周边环境本身不稳定时,保证基坑和周边环境和设施安全,避免出现渗漏造成周边环境和设施出现异常等情况。
Basement inclined support changing and fat groove backfilling construction method
The invention discloses a basement inclined support changing and fertile groove backfilling construction method which comprises the following steps that firstly, pipelines around a construction site are detected in advance, and then the pipelines around the construction site are monitored and protected; 2, detecting, sampling and analyzing the engineering geology; by ensuring the safety of the foundation pit, the surrounding environment and facilities, avoiding the situation that the surrounding environment and facilities are abnormal due to leakage and the like, and adopting layer-by-layer backfilling construction of a fertile groove area and adjustment of inclined support replacement, through the design, the construction period of a basement main body structure is long, the penetration period is long, and the construction efficiency is high. When the surrounding environment of the foundation pit is unstable, the safety of the foundation pit, the surrounding environment and facilities is guaranteed, and the situation that the surrounding environment and facilities are abnormal due to leakage is avoided.
本发明公开了一种地下室斜换撑与肥槽回填施工方法,包括以下步骤:步骤一,预先对施工场地周围的管线进行探测,然后对施工场地周围的管线进行监测和保护;步骤二,对工程地质进行探测取样分析;本发明通过保证基坑和周边环境和设施安全,避免出现渗漏造成周边环境和设施出现异常等情况,采用逐层回填施工肥槽区域,调整斜换撑,通过这种设计带来了可在地下室主体结构施工周期较长,贯穿周期较长,基坑周边环境本身不稳定时,保证基坑和周边环境和设施安全,避免出现渗漏造成周边环境和设施出现异常等情况。
Basement inclined support changing and fat groove backfilling construction method
一种地下室斜换撑与肥槽回填施工方法
XU JIAPEI (author) / WANG TAO (author) / LI BO (author) / SHAN LIANG (author) / WU TIANCHAO (author) / FAN KAIJUN (author)
2023-06-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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