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6.0MPa高压防水闸门壁后注浆及注水耐压试验

祝仰奎

山东煤炭科技Issue(4):176-178,3.
山东煤炭科技Issue(4):176-178,3.DOI:10.3969/j.issn.1005-2801.2018.04.072

6.0MPa高压防水闸门壁后注浆及注水耐压试验

6.0mpa High Pressure Waterproof Gate Bulkhead Back-Filled Grouting and Water Injection Pressure Stand Test

祝仰奎1

作者信息

  • 1. 陕西华电榆横煤化工有限公司可可盖煤矿,陕西 榆林 719000
  • 折叠

摘要

Abstract

The field 3 of Taoyang Coal Mine, Shandong Feicheng Coal Mine Group, was threatened by Xujiazhuang limestone and Ordovician limestone roack water seriously. In order to ensure the security of mine exploitation, in the-550 m level east main roadway, a new waterproof gate is constructed, whose design pressure is 6. 0 MPa, belongs to the group company and is the waterproof gate under the largest pressure in the country. Waterproof after pouring and curing of the chamber of the waterproof gate, back-filled grouting is carried out in a continuous and intermittent way, especially the connection weak place is processed specially, and a lot of preparation work before the water injection test have been done, effective measures during water injection test have been taken, and a large amount of data have been obtained,which make the waterproof gate pass the one-time test successfully, and guarantee the acceptance of the expert group of the company.

关键词

高压/防水闸门/壁后注浆/注水耐压

Key words

high-pressure/waterproofing gate/back-filled grouting/water injection pressure stand

分类

矿业与冶金

引用本文复制引用

祝仰奎..6.0MPa高压防水闸门壁后注浆及注水耐压试验[J].山东煤炭科技,2018,(4):176-178,3.

山东煤炭科技

1005-2801

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