铜陵千米竖井恢复下掘预注浆技术的研究
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TD745.2 TD265.48

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Study on Pre - grouting Technology for Resuming Sinking of 1000m Shaft in Tongling
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    摘要:

    铜陵冬瓜山各米竖井因突水淹没,水深达800m。经采取深水下抛碴注浆封底排水措施后,恢复井筒掘进。在掘进过程中存在设备排水能力明显不能满足需要的状况,为了将井筒涌水降至最低限度,采用工作面预注浆技术防治地下涌水,较顺利地完成了剩余130m水文地质条件较复杂地层井筒的施工。

    Abstract:

    A 1000m shaft was submerged by underground gushing water at Dongguashan Mine in Tongling and the depth of water came up to 800m.After som e drain measures such as dumping waste rock in deep water and sealed bottom by g routing were performed,the sinking of the shaft was resumed,but in the process o f sinking,the existing drainage capacity failed to meet the requirement obviousl y.In order to minimize the gushing water in the shaft,a pre-grouting technology was used at working face to control underground gushing water,thus being able s moothly to complete the construction work of the rest 130m section of the shaft under more complicated hydrogeological conditions.

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陈友杰.铜陵千米竖井恢复下掘预注浆技术的研究[J].矿业研究与开发,2000,(6):14-16

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  • 最后修改日期:2000-06-08
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