采矿与安全工程学报 ›› 2015, Vol. 32 ›› Issue (2): 273-278.

• 论文 • 上一篇    下一篇

树脂全长锚固锚杆外形尺寸优化数值模拟研究

  

  1. 天地科技股份有限公司开采设计事业部,北京 100013
  • 收稿日期:2013-07-12 出版日期:2015-03-15 发布日期:2015-06-23
  • 作者简介:林健(1969—),男,山东省曹县人,研究员,硕士生导师,主要从事煤矿巷道支护技术方面的研究。
  • 基金资助:

    国家“十二五”科技支撑计划项目(2012BAB13B02);开采生产力转化基金项目(KJ-2013-TDKC-07)

Numerical simulation optimization research of bolt profile configuration with resin full-length anchoring

  • Received:2013-07-12 Online:2015-03-15 Published:2015-06-23

摘要: 锚杆全长预应力锚固支护方式是解决复杂困难巷道支护的有效手段,但是由于施工困难,一直制约着它的应用与推广。本文致力于通过优化锚杆外形的方法,在保证锚杆锚固性能前提下,解决煤矿巷道全长锚固施工困难的问题。论文采用数值模拟的方法,对锚杆外形与锚杆锚固性能之间的关系进行了研究,提出锚杆外形相关参数的合理值。优化后的锚杆横肋高度由原来的1.46 mm 降低为1.20 mm,横肋间距由原来的11 mm 增加到30 mm,横肋宽度由3 mm 增加到10 mm。优化后的锚杆在锚固性能不降低的情况下,搅拌阻力降低50%左右,搅拌效果理想,达到了优化的目的。

关键词: 全长锚固, 横肋间距, 横肋高度, 横肋宽度, 数值模拟, 优化

Abstract: Bolting with resin full-length anchor and high prestress is an effective means to solve support problem of complex and difficult roadway, but its application and promotion have always been restricted due to the construction difficulties. This paper is committed to solving the difficult problem of coal mine roadway full-length anchoring through optimized anchor shape under the premise of the guarantee of anchor performance. The numerical simulation methods have been used to research the relationship between the bolt shape and anchorage bolt performance. Optimized bolt cross rib height is reduced from 1.46 mm to 1.20 mm; bolt cross rib spacing is increased from 11 mm to 30 mm; and the bolt cross rib width is increased from 3 mm to 10 mm. The optimized bolt shearing resistance is reduced by about 50% under the condition of not reducing in the anchorage performance. Consequently, mixing effect is ideal, achieving the goal of the optimization.

Key words: full-length anchor, bolt cross rib spacing, bolt cross rib height, bolt cross rib width, numerical simulation, optimization