建井技术2024,Vol.45Issue(1) :1-4.DOI:10.19458/j.cnki.cn11-2456/td.2024.01.001

西部软岩地层冻结井筒固管水文孔施工技术

Construction technology of hydrologic hole in frozen shaft pipe of soft rock stratum in west China

高伟
建井技术2024,Vol.45Issue(1) :1-4.DOI:10.19458/j.cnki.cn11-2456/td.2024.01.001

西部软岩地层冻结井筒固管水文孔施工技术

Construction technology of hydrologic hole in frozen shaft pipe of soft rock stratum in west China

高伟1
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作者信息

  • 1. 北京中煤矿山工程有限公司,北京 100013;矿山深井建设技术国家工程研究中心,北京 100013
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摘要

西部软岩地层具有隔水层较薄、含水层较厚的地质特征,在冻结法施工井筒时会造成水文孔报导困难.水文孔是判断冻结壁发展规律和确定井筒开挖时间的主要依据,为了确保水文孔能够准确报导,采用水泥浆固管技术来封堵水文孔套管与围岩之间的环形空间,以确保套管与地层有效黏合,并避免上下层位串水.通过工程实践,验证了该项技术的可行性,为井筒修复冻结工程及类似工程提供了有价值的参考.

Abstract

The geological characteristics of thin aquifuge and thick aquifer in the western soft rock stra-tum make it difficult to report the hydrological hole when the shaft is constructed by freezing method.However,hydrologic hole is the main basis to judge the development law of frozen wall and determine the time of shaft excavation.In order to ensure the accurate reporting of hydrologic hole,the annular space mud replacement technology was used to seal the annular space between the casing and the sur-rounding rock of the hydrological hole,so as to ensure the effective between the casing and the forma-tion and avoid the water flow between the upper and lower layers.The feasibility of the technology was verified by engineering practice,which provides a valuable reference for shaft repair freezing engi-neering and similar projects.

关键词

软岩/冻结/井筒/水文孔

Key words

soft rock/freezing/shaft/hydrological hole

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出版年

2024
建井技术
煤炭科学研究部院

建井技术

影响因子:0.85
ISSN:1002-6029
参考文献量8
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