护顶层对石膏矿采空区稳定性影响研究  

Influence of Top-safeguarding Layer on Stability of Mined-out Area in Gypsum Mines

作　　者：徐必根[1] 黄英华[1] 刘小林[1] 

机构地区：[1]长沙矿山研究院,湖南长沙410012

出　　处：《矿业研究与开发》2007年第5期20-22,共3页Mining Research and Development

摘　　要：大多数石膏矿山采用房柱法开采,通过在采场中保留一定厚度的石膏层来维护顶板的稳定性,护顶层是影响采空区稳定性的重要因素之一。在石膏矿采场护顶层破坏模式分析的基础上,以湖南常德某矿山的实测数据为例,采用理论计算方法,分析了护顶矿层稳定性的影响因素,根据该石膏矿开采结构参数,提出了合理的护顶层厚度,为石膏矿山采场护顶层厚度的设计提供了理论依据。Room - and - pillar method is used for mining in most gypsum mines, and a top gypsum layer with a certain thickness in stope is reserved to keep the roof stabilization of stope. The top - safeguarding layer is one of important factors to influence roof stability of mined - out area. Based on analysis of failure patterns of top - safeguarding layer of stope in gypsum mines and the data results from the on - site survey in some gypsum mine in Changde, Hunan Province, the factors influencing the stability of top- safeguarding layer was analyzed by theoretical calculation, a reasonable thickness of top - safeguarding layer was presented out according to the mining structure parameters for the gypsum mine. It provides the theoretical basis for the thickness design of top - safeguarding layer of stope in gypsum mines.

关 键 词：石膏矿 采空区 护顶层 顶板稳定性 

分 类 号：TD325.1[矿业工程—矿井建设]