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大采深软岩巷道支护优化研究
引用本文:毛国力,骆志宽.大采深软岩巷道支护优化研究[J].华北科技学院学报,2007,4(4):25-28.
作者姓名:毛国力  骆志宽
作者单位:峰峰集团有限公司九龙矿,河北,邯郸,056200
摘    要:通过对北二采区轨道下山和北二煤仓里外200m范围做的支护研究,利用软岩支护应采用全长锚固、及时支护、高承载力和较好的可缩性的锚杆.初喷超前支护及时封闭围岩,支护设计以树脂锚杆为支护主体,利用锚索增加支护承载能力,以及钢筋网增加表面刚度.采用锚、网、喷 锚索的联合支护形式,局部加套U钢全断面加固取得了很好的效果.

关 键 词:大采深  软岩  联合支护
文章编号:1672-7169(2007)04-0025-04
收稿时间:2007-09-28
修稿时间:2007年9月28日

On the Optimization of Lane Support in Ming Deep and Soft Rock
MAO Guo-li,LUO Zhi-kuan.On the Optimization of Lane Support in Ming Deep and Soft Rock[J].Journal of North China Institute of Science and Technology,2007,4(4):25-28.
Authors:MAO Guo-li  LUO Zhi-kuan
Institution:Jiulong Mine, Fengfeng Group Co. Ltd., Handan Hebei 056200
Abstract:In this article, the author did researches on the support of the range of 200 meters in the track of the second mining area and the second coal bunker in the north. Soft rock support should use anchorage with full length, timely support, high capacity and better retractable anchor rod. The support should use anchor rod made of resin, use the anchor cable to increase support capacity and use steel net to increase surface stiffness. Using the joint support of anchor, net and anchor cable and local Jacketed U whole section of steel reinforcement achieved good results.
Keywords:mining soft rock  joint support  
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