煤炭工程 ›› 2015, Vol. 47 ›› Issue (7): 50-52.doi: 10.11799/ce201507017

• 施工技术 • 上一篇    下一篇

厚煤层留窄煤柱沿空掘巷锚网联合支护设计

郭争利   

  1. 神华神东煤炭集团 寸草塔二矿
  • 收稿日期:2014-08-22 修回日期:2015-01-14 出版日期:2015-07-10 发布日期:2015-07-15
  • 通讯作者: 郭争利 E-mail:guozhengli82@163.com

Bolt-mesh Support Design for Gob-side Entry Driving Beside Narrow Pillar in Thick Coal Seam

  • Received:2014-08-22 Revised:2015-01-14 Online:2015-07-10 Published:2015-07-15

摘要: 为解决寸草塔二矿31201进风巷沿空掘进片帮严重的问题,基于理论分析和计算,给出了合理的煤柱宽度,提出了顶板采用“螺纹钢锚杆+焊接钢筋网片+锚索+π型钢带”、采空区侧巷帮采用“螺纹钢锚杆+焊接钢筋网片”、煤壁侧巷帮采用“玻璃钢锚杆+双层高强度双抗塑料网片”的锚网联合支护方案。并利用FLAC3D数值模拟软件对31201进风巷地质条件及支护方案进行了模拟,模拟结果显示:采用该支护方案巷道顶板下沉量和两帮移近量均较小,可忽略不计,且巷道两帮水平应力为负,表明巷道表面的煤不受拉应力,不存在片帮的倾向。现场试验表明,巷道均未出现片帮现象,且巷道变形量不大。

关键词: 厚煤层, 窄煤柱, 沿空掘巷, 锚网支护, 理论计算, 数值模拟

Abstract: Aiming to solve the serious problem of spalling in 31201 air income gateway of Cuncaota No.2 Caol Mine, based on theoretical analysis and calculating, a reasonable width of coal pillar was designed, the bolt-mesh support design was proposed as follow, “roof: deformed steel bar bolt + welded steel grid + anchor +πsteel band”, “gob side wall: deformed steel bar bolt + welded steel grid ” , “ solid coal wall: GFRP bolt + double high strength resistant plastic mesh”. In order to verify the reasonableness of this design, FLAC3D numerical simulation software was used. The result shows that roof subsidence and two-sided displacement are so small that can omit under this conditions of the support program. And the horizontal stresses are under zero, it shows that the stresses can not lead to spalling of coal wall. 200 m gateway was excavated, but there were no spalling , and the gateway deformation was small.

Key words: thick coal seam, gob-side entry driving, bolt-mesh support, theoretical calculations, numerical simulation

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