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注浆加固套管抗弯性能对煤层底板变形的影响

李见波 许延春 王新梅

采矿与安全工程学报2017,Vol.34Issue(2):336-341,6.
采矿与安全工程学报2017,Vol.34Issue(2):336-341,6.DOI:10.13545/j.cnki.jmse.2017.02.020

注浆加固套管抗弯性能对煤层底板变形的影响

The effect of flexural behavior of the grouting reinforcement casing on coal seam floor deformation

李见波 1许延春 2王新梅2

作者信息

  • 1. 华北科技学院安全工程学院,河北三河 065201
  • 2. 中国矿业大学(北京)资源与安全工程学院,国家煤矿水害防治工程技术研究中心,北京 100083
  • 折叠

摘要

Abstract

In view of the failure form of the coal seam floor, in-situ grouting engineering, and the cas-ing arrangement, the floor grouting casing pipe physical model was established. The casing was divided into segments and stress analysis was carried out; the action and reaction mechanism of the casing and the surrounding rock is clarified; The grouting casing deformation characteristics were recognized and determined as an important index to measure the deformation and failure of the grouting reinforcement floor; the formula for the maximum displacement of the allowable bottom plate of the casing is derived theoretically; finally the effect of typical mining grouting casing on the floor deformation was obtained numerically. The data have shown that the vertical displacement quantity of the monitoring points lo-cated in the active zone, the passive zone and the transitional zone of the floor respectively changed by 20%, 23.2% and 27.5% after the casing was applied. This fully proves the transition zone is the key re-gion of the coupling between casing and surrounding rock.

关键词

煤矿开采/注浆加固/套管/底板变形/物理模型

Key words

coal mining/grouting reinforcement/casing pipe/floor deformation/physical model

分类

矿业与冶金

引用本文复制引用

李见波,许延春,王新梅..注浆加固套管抗弯性能对煤层底板变形的影响[J].采矿与安全工程学报,2017,34(2):336-341,6.

基金项目

国家自然科学基金项目(51504095) (51504095)

廊坊市科学技术研究与发展计划项目(2016011013) (2016011013)

中央高校基本科研业务费项目(3142015082) (3142015082)

采矿与安全工程学报

OA北大核心CSCDCSTPCD

1673-3363

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