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Underground powerhouse cavern group side wall supporting method, recording medium and underground powerhouse cavern group side wall supporting system
The invention belongs to the technical field of geotechnical engineering, and particularly relates to an underground powerhouse cavern group side wall supporting method suitable for large-range unfavorable geological rock mass conditions, a reinforced concrete adherent wall is added in an underground powerhouse cavern group side wall conventional support, and the reinforced concrete adherent wall is constructed by adopting a reverse construction method. The method effectively avoids the risks of construction period delay and investment increase caused by secondary wall mounting and repeated supporting in conventional supporting measures, breaks through the idea that only the replacement and backfill treatment thought can be adopted when the underground powerhouse cavern group side wall encounters large-range unfavorable geological rock mass, and effectively solves the technical problem that the underground powerhouse cavern group side wall is extremely prone to instability damage. One-layer excavation, one-layer support and one-time excavation forming of underground powerhouse cavern groups can be achieved. The invention further provides a non-transient readable recording medium storing the underground powerhouse side wall supporting method program and a system comprising the medium, and the program can be called through a processing circuit to execute the method.
本发明属于岩土工程技术领域,特别涉及一种适用于大范围不良地质岩体条件下的地下厂房洞室群边墙支护方法,在地下厂房洞室群边墙常规支护中增加钢筋混凝土贴壁墙,钢筋混凝土贴壁墙采用逆作法施工,有效避免了常规支护措施“二次上墙”、反复支护造成的工期延误,投资增加风险,突破了地下厂房洞室群边墙遭遇大范围不良地质岩体时仅能采取置换回填处理思路的理念,有效解决了地下厂房洞室群边墙极易发生失稳破坏技术难题,可实现地下厂房洞室群开挖一层,支护一层,一次开挖成型。本发明还提供了一种存储有地下厂房边墙支护方法程序的非暂态可读记录媒体及包含该媒体的系统,通过处理电路可以调用该程序,以执行上述方法。
Underground powerhouse cavern group side wall supporting method, recording medium and underground powerhouse cavern group side wall supporting system
The invention belongs to the technical field of geotechnical engineering, and particularly relates to an underground powerhouse cavern group side wall supporting method suitable for large-range unfavorable geological rock mass conditions, a reinforced concrete adherent wall is added in an underground powerhouse cavern group side wall conventional support, and the reinforced concrete adherent wall is constructed by adopting a reverse construction method. The method effectively avoids the risks of construction period delay and investment increase caused by secondary wall mounting and repeated supporting in conventional supporting measures, breaks through the idea that only the replacement and backfill treatment thought can be adopted when the underground powerhouse cavern group side wall encounters large-range unfavorable geological rock mass, and effectively solves the technical problem that the underground powerhouse cavern group side wall is extremely prone to instability damage. One-layer excavation, one-layer support and one-time excavation forming of underground powerhouse cavern groups can be achieved. The invention further provides a non-transient readable recording medium storing the underground powerhouse side wall supporting method program and a system comprising the medium, and the program can be called through a processing circuit to execute the method.
本发明属于岩土工程技术领域,特别涉及一种适用于大范围不良地质岩体条件下的地下厂房洞室群边墙支护方法,在地下厂房洞室群边墙常规支护中增加钢筋混凝土贴壁墙,钢筋混凝土贴壁墙采用逆作法施工,有效避免了常规支护措施“二次上墙”、反复支护造成的工期延误,投资增加风险,突破了地下厂房洞室群边墙遭遇大范围不良地质岩体时仅能采取置换回填处理思路的理念,有效解决了地下厂房洞室群边墙极易发生失稳破坏技术难题,可实现地下厂房洞室群开挖一层,支护一层,一次开挖成型。本发明还提供了一种存储有地下厂房边墙支护方法程序的非暂态可读记录媒体及包含该媒体的系统,通过处理电路可以调用该程序,以执行上述方法。
Underground powerhouse cavern group side wall supporting method, recording medium and underground powerhouse cavern group side wall supporting system
一种地下厂房洞室群边墙支护方法、记录媒体及系统
WANG HANHUI (author) / DU SHENWEI (author) / ZHANG CUNHUI (author) / SUN HAIQING (author) / LIU HUIBO (author) / LU WANFENG (author) / CHEN WU (author) / MENG GANG (author) / ZHANG LINGLI (author) / LI DONGDONG (author)
2023-10-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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