首页|沙曲二矿顶板注浆锚索支护与单元支架支护设计及应用

沙曲二矿顶板注浆锚索支护与单元支架支护设计及应用

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结合沙曲二矿的地质条件及工作面条件,通过现场调研,设计了沙曲二矿5号煤层5302工作面110工法中空注浆锚索支护与单元支架临时支护,并进行实践.现场应用结果表明,切顶卸压后采取注浆锚索支护与单元支架的临时支护技术,在距切眼0~200 m内,顶底板移近量及巷道两帮移近量逐渐减小,趋于稳定.顶板总体下沉量不大,底鼓量较大.留巷段前200 m两帮移近增量逐渐变小,巷道逐步进入稳定阶段,满足留巷要求,验证了本文提出的支护技术的可靠性.
Design and application of grouting anchor cable supporting and unit bracket supporting for roof of Shaqu No.2 Coal Mine
Combined with the geological conditions and working face conditions of Shaqu No.2 Coal Mine,this paper designed the 110 construction method hollow grouting anchor cable supporting and unit bracket temporary supporting of the No.5302 working face of No.5 coal seam of Shaqu No.2 Coal Mine through field investigation,and carried out the practice on site.The field results showed that the temporary supporting technology of grouting anchor cable supporting and unit bracket was adopted after the roof cutting and pressure re-lief.The displacement of roof and floor and the displacement of two sides of roadway gradually decreased and tended to be stable within the range of 0~200 m from the open-off cut.The overall subsidence of the roof was not large,and the floor heave was large.The incremental movement of the two sides in the first 200 meters of the retained roadway gradually decreased,and the roadway gradually entered the stable stage,meeting the requirements of roadway retention,which verified the reliability of the support technology proposed in this paper.

110 construction methodgrouting anchor cable supportingunit bracket supportingroof cutting and pressure relief

张俊虎

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华晋焦煤有限责任公司,山西 吕梁 033000

110工法 注浆锚索支护 单元支架支护 切顶卸压

国家自然科学基金

52074300

2024

能源与环保
河南省煤炭科学研究院有限公司 河南省煤炭学会

能源与环保

CSTPCD
影响因子:0.221
ISSN:1003-0506
年,卷(期):2024.46(4)
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