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松软围岩锚杆支护系统承载能力的研究与应用
引用本文:徐金海,石炳华,王云海. 松软围岩锚杆支护系统承载能力的研究与应用[J]. 辽宁工程技术大学学报(自然科学版), 2000, 19(4): 371-374
作者姓名:徐金海  石炳华  王云海
作者单位:1. 中国矿业大学,采矿系,江苏,徐州,221008
2. 徐州矿务集团,三河尖矿,江苏,徐州,221006
基金项目:原煤炭工业部“九五”攻关项目部分成果,中国矿业大学科学基金资助项目
摘    要:在分析了轮软巷道围岩破坏特征的基础上,证明锚固力的作用在于提高巷道周边破裂围岩的残余强度,并使这形成组合拱。探讨了锚固体强度和承载能力的理论计算总理。据此提出了松软围岩锚杆支护系统定量设计的方法,并得到现场工业性试验的论证。

关 键 词:锚固组合拱 承载能力 松软围岩 锚杆支护系统
修稿时间:1999-03-04

Research and Application on the Bolting System Loading Capability for the Soft Surrounding Rock
XU Jin-hai,SHI Bing-hua,WANG Yun-hai. Research and Application on the Bolting System Loading Capability for the Soft Surrounding Rock[J]. Journal of Liaoning Technical University (Natural Science Edition), 2000, 19(4): 371-374
Authors:XU Jin-hai  SHI Bing-hua  WANG Yun-hai
Abstract:Based on the analysis of the damaged characteristics for the soft surrounding rock,it is proved that the function of the bolt reinforced strength depends on raising the residual strength of surrounding broken rock of roadway,and that the surrounding broken rock is made into a reinforced arch. The theoretical calculation for the strength and loading capability of the anchorage body is discussed.For the above reasons,the quantitative design method for the bolting system is proposed and proved by the field industrial experiment.
Keywords:reinforced broken rock arch  load capability  quantitative design
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