沿空留巷厚层复合顶板传递承载机制

›› 2013, Vol. 34 ›› Issue (S1): 318-323.

沿空留巷厚层复合顶板传递承载机制

韩昌良¹，张农^1,2，姚亚虎¹，张念超¹，季明¹

1. 中国矿业大学深部煤炭资源开采教育部重点实验室，江苏徐州 221116; 2. 湖南科技大学煤矿安全开采技术湖南省重点实验室，湖南湘潭，411201

收稿日期:2012-12-24 出版日期:2013-08-30 发布日期:2014-06-09
通讯作者: 张农，男，1968年生，博士，教授，博士生导师，主要从事巷道围岩控制方面的教学和研究工作。E-mail：zhangnong@126.com E-mail:hclayor@126.com
作者简介:韩昌良，男，1985年生，博士研究生，主要从事巷道围岩控制方面的研究工作
基金资助:
高等学校博士学科点专项科研基金资助（No.20110095110013）；江苏省普通高校研究生科研创新计划资助（No.CX10B_147Z）

Transfer bearing mechanism of thick composite roof in gob-side entry retaining

HAN Chang-liang¹, ZHANG Nong^1,2, YAO Ya-hu¹, ZHANG Nian-chao¹, JI Ming¹

1. MOE Laboratory of Deep Coal Resource and Mining of Education, China University of Mining & Technology, Xuzhou, Jiangsu 221116, China; 2.Hunan Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China

Received:2012-12-24 Online:2013-08-30 Published:2014-06-09

摘要/Abstract

摘要： 为探寻沿空留巷厚层复合顶板的传递承载机制，结合复合顶板松软易变形、容易造成巷旁充填区顶板抽冒和巷内顶板切落的特征，建立巷旁支撑系统力学模型，得出顶板、墙体和底板的系统刚度算式，阐明复合顶板吸收变形的特征。直接顶、墙体和直接底组成巷旁支护系统共同承担顶板压力，系统刚度随着顶底板刚度的增加而增大，初始刚度越小增大的效果越明显；厚层复合顶板具有良好的吸收变形能力，利于缓解巷旁墙体的压力；提出可有效提高巷旁支护系统刚度、增强复合顶板传递承载能力的整体化加固技术。研究成果成功应用于10 m厚复合顶板条件。

关键词: 复合顶板, 传递承载, 系统刚度, 吸收变形, 沿空留巷

Abstract: In order to explore transfer bearing mechanism of thick composite roof in gob-side entry retaining, combining with characteristics that the composite roof is soft and proteiform and which leads to roof caving in gob-side backfill zone and roof cutting inside entry, systematic stiffness equation of roof, wall and floor is acquired through establishing mechanical model of supporting system beside entry, absorbing deformation characteristics are finally expounded. Roadway-side support system consists of direct roof, wall and direct floor, which bears the roof pressure integrally. The systematic stiffness is increasing with the rising of the stiffness of roof and floor; the rising effect is apparent when the original stiffness is low, in particular. The thick composite roof has a good performance on absorbing deformation, which is beneficial to relieving the pressure of roadway-side wall. For enhancing systematic stiffness of god-side support and strengthening transfer bearing ability of thick composite roof, the integral reinforcing technology is put forward. The research results have been applied to the condition of 10 meters composite roof successfully.

Key words: composite roof, transfer bearing, systematic stiffness, deformation absorption, gob-side entry retaining

中图分类号:

TD 322

韩昌良，张农，姚亚虎，张念超，季明 . 沿空留巷厚层复合顶板传递承载机制[J]. , 2013, 34(S1): 318-323.

HAN Chang-liang , ZHANG Nong , YAO Ya-hu , ZHANG Nian-chao , JI Ming. Transfer bearing mechanism of thick composite roof in gob-side entry retaining[J]. , 2013, 34(S1): 318-323.

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