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软煤层综放工作面沿空掘巷支护设计
引用本文:石永奎,宋振骐,王崇革.软煤层综放工作面沿空掘巷支护设计[J].岩土力学,2001,22(4):509-512.
作者姓名:石永奎  宋振骐  王崇革
作者单位:1. 山东科技大学,资源与环境工程学院,
2. 山东科技大学,力学教研室,
摘    要:根据“内外应力场”理论,建立了济三煤矿1301综放工作面沿空掘巷的结构力学模型,在此基础上确定了沿空掘巷的煤柱尺寸,预计了巷道围岩变形量,进而确定了巷道断面形式与参数。最后设计了巷道的支护型式及支护参数。

关 键 词:内外应力场  沿空掘巷  支护参数  软煤层  综放工作面  结构力学模型  煤柱
文章编号:1000-7598-(2001)04-0509-04
修稿时间:2001年7月9日

The supporting design of road driving along next goaf in soft seam with fully mechanized top-caving
SHI Yong -kui ,SONG Zhen-qi ,WANG Chong -g e.The supporting design of road driving along next goaf in soft seam with fully mechanized top-caving[J].Rock and Soil Mechanics,2001,22(4):509-512.
Authors:SHI Yong -kui  SONG Zhen-qi  WANG Chong -g e
Institution:SHI Yong -kui 1,SONG Zhen-qi 1,WANG Chong -g e 2
Abstract:On the basis of theory of internal-external stress fields,the structural mechanical model of NO.1301road driving along next goaf with fully mechanized top-caving in Jisan coal mine was established.The width of coal pillar of gob-side gateway was determined and the deformation of the surrounding rock was also calculated.Meanwhile,the type and size of gateway were given.At last,the supporting type and parameters of gateway were designed.
Keywords:internal-external stress fields  gob-side excavation  supporting parameters  
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