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Surface Pre-grouting and Freezing for Shaft Sinking in Aquifer Formations

机译:表面预注浆和冻结,用于含水层地层下沉

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摘要

Special techniques are used for shaft sinking in aquifer formations. In the unstable aquifer formations encountered in Chinese coal mines, freezing is always adopted for shaft constructions in an aquifer alluvium, while surface pre-grouting is generally adopted in bedrock formations. So far, freezing has been used to construct 500 vertical shafts, comprising a total length of 80 km, and surface pre-grouting has been used in more than 150 vertical shaft sinking projects. The maximum depth of freezing is about 700 m, while the maximum depth of surface pre-grouting exceeds 1000 m.
机译:特殊技术用于下沉含水层中的井筒。在中国煤矿遇到的不稳定的含水层中,在含水层冲积层中的竖井结构中始终采用冻结法,而在基岩层中通常采用表面预灌浆。迄今为止,冻结已用于建造500根竖井,总长度为80 km,并且表面预灌浆已用于150多个竖井下沉项目中。最大冻结深度约为700 m,而表面预灌浆的最大深度超过1000 m。

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