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Method for constructing canyon reservoir dam with goaf underground
The invention discloses a method for constructing a canyon reservoir dam with a goaf underground. The method comprises the following steps: 1, site selection of the reservoir dam; secondly, dam reinforcing piles are constructed; 3, earth excavation and reservoir dam construction; 4, determining a bearing design value of the covering plate on the goaf; 5, reinforcing the covering plate on the goaf; sixthly, waterproof treatment is conducted on the goaf upper covering plate and the reservoir dam; and 7, protecting the upper surface of the waterproof layer. The reservoir dam and the stratum bottom plate are reinforced into a whole through the dam reinforcing piles, the friction force of the reservoir dam is increased, it is avoided that the reservoir dam is pushed by accumulated water of the dam, the bearing design value of the upper covering plate of the goaf is determined, and the construction safety of the canyon reservoir dam is guaranteed by reinforcing the upper covering plate of the goaf; water leakage of a canyon reservoir dam is avoided through waterproof treatment and upper surface protection of a waterproof layer, and canyons with goaf underground are reused.
本发明公开了一种地下为采空区的峡谷水库大坝构建方法,包括步骤:一、水库大坝的选址;二、施工大坝加固桩;三、土方开挖及施工水库大坝;四、确定采空区上覆盖板的承重设计值;五、采空区上覆盖板的补强;六、采空区上覆盖板和水库大坝防水处理;七、防水层上表面防护。本发明利用大坝加固桩将水库大坝与地层底板加固为一体,增大水库大坝的摩擦力,避免大坝的集聚水将水库大坝推动,确定采空区上覆盖板的承重设计值,通过采空区上覆盖板的补强保证峡谷水库大坝构建的安全性,通过防水处理和防水层上表面防护避免峡谷水库大坝漏水,对地下为采空区的峡谷进行再利用。
Method for constructing canyon reservoir dam with goaf underground
The invention discloses a method for constructing a canyon reservoir dam with a goaf underground. The method comprises the following steps: 1, site selection of the reservoir dam; secondly, dam reinforcing piles are constructed; 3, earth excavation and reservoir dam construction; 4, determining a bearing design value of the covering plate on the goaf; 5, reinforcing the covering plate on the goaf; sixthly, waterproof treatment is conducted on the goaf upper covering plate and the reservoir dam; and 7, protecting the upper surface of the waterproof layer. The reservoir dam and the stratum bottom plate are reinforced into a whole through the dam reinforcing piles, the friction force of the reservoir dam is increased, it is avoided that the reservoir dam is pushed by accumulated water of the dam, the bearing design value of the upper covering plate of the goaf is determined, and the construction safety of the canyon reservoir dam is guaranteed by reinforcing the upper covering plate of the goaf; water leakage of a canyon reservoir dam is avoided through waterproof treatment and upper surface protection of a waterproof layer, and canyons with goaf underground are reused.
本发明公开了一种地下为采空区的峡谷水库大坝构建方法,包括步骤:一、水库大坝的选址;二、施工大坝加固桩;三、土方开挖及施工水库大坝;四、确定采空区上覆盖板的承重设计值;五、采空区上覆盖板的补强;六、采空区上覆盖板和水库大坝防水处理;七、防水层上表面防护。本发明利用大坝加固桩将水库大坝与地层底板加固为一体,增大水库大坝的摩擦力,避免大坝的集聚水将水库大坝推动,确定采空区上覆盖板的承重设计值,通过采空区上覆盖板的补强保证峡谷水库大坝构建的安全性,通过防水处理和防水层上表面防护避免峡谷水库大坝漏水,对地下为采空区的峡谷进行再利用。
Method for constructing canyon reservoir dam with goaf underground
一种地下为采空区的峡谷水库大坝构建方法
CHEN WENFU (author) / SHEN RONGJIAN (author) / GUAN MUHONG (author) / LIU YANG (author) / SHAN YUMENG (author) / SHI MINGLI (author)
2022-09-20
Patent
Electronic Resource
Chinese
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