新型直旋混合射流破岩特性及机理分析

杜鹏 1; 卢义玉 1; 汤积仁 1; 周哲 1; 2; 章文峰 1; 2

doi:10.7652/xjtuxb201603013

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新型直旋混合射流破岩特性及机理分析

更新时间：2025-07-09

- 新型直旋混合射流破岩特性及机理分析
- Characteristics and Mechanism of Rock Breaking for New Type Straight-Swirling Integrated Jet
- 西安交通大学学报 2016年50卷第3期页码：81-89
- 作者机构：
  
  1. 重庆大学煤矿灾害动力学与控制国家重点实验室,重庆,400030
  2. 重庆大学复杂煤气层瓦斯抽采国家地方联合工程实验室,重庆,400030
- 作者简介：
- 基金信息：
  
  : 2015-10-13。作者简介: 杜鹏(1987—),男,博士生;卢义玉(通信作者),男,教授,博士生导师。基金项目: 国家重点基础研究发展计划资助项目(2014CB239206);国家自然科学基金资助项目(51404045,51374258);长江学者和创新团队发展计划资助项目(IRT13043);中央高校基本科研业务费专项资金资助项目(CDJZR12248801)
- DOI：10.7652/xjtuxb201603013
  中图分类号： TE21
- 网络首发：2016-03-10，
  
  纸质出版：2016
- 稿件说明：
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杜鹏 1, 卢义玉 1, 汤积仁 1, 等. 新型直旋混合射流破岩特性及机理分析[J]. 西安交通大学学报, 2016,50(3):81-89.

Characteristics and Mechanism of Rock Breaking for New Type Straight-Swirling Integrated Jet[J]. 2016, 50(3): 81-89.
杜鹏 1, 卢义玉 1, 汤积仁 1, 等. 新型直旋混合射流破岩特性及机理分析[J]. 西安交通大学学报, 2016,50(3):81-89. DOI： 10.7652/xjtuxb201603013.

Characteristics and Mechanism of Rock Breaking for New Type Straight-Swirling Integrated Jet[J]. 2016, 50(3): 81-89. DOI： 10.7652/xjtuxb201603013.

摘要

为了揭示直旋混合射流的破岩机理

开展了直射流、旋转射流与直旋混合射流的冲蚀实验

并利用3DPIV测试系统获得了3种射流的速度场

通过对比分析相同靶距下冲孔深度及射流速度沿径向的分布规律

揭示了直旋混合射流的损伤破岩特性。结果表明

直旋混合射流可消除旋转射流的中心低速区和冲孔的中心凸台

该射流沿径向的分布宽度和破岩直径大于直射流

射流结构可分为直射流区、强旋射流区、弱旋射流区和外围射流区。直射流区的冲击破岩能力主要取决于射流能量; 强旋射流区具有较大的径向和切向速度

当对岩石施加径向张力和周向剪力且在其合速度小于直射流的情况下

该区破岩深度仍可达到直射流区破岩深度; 在弱旋射流区

受直射流和强旋射流的共同作用

岩石强度降低

但当三向速度均较小时亦能有效破岩; 外围射流区主要是通过返回流携带岩屑对孔壁起磨削作用。

Abstract

To reveal the rock breaking mechanism of straight-swirling integrated jet

the erosion experiments of straight jet

swirling jet and straight-swirling integrated jet were carried out

and the velocity fields of the three jets were obtained by 3DPIV. The damage characteristics of straight-swirling integrated jet were revealed via comparative analyses for distribution laws of hole depth and jet velocity along radial direction at the same target distance. The results show that the straight-swirling integrated jet eliminates the low velocity area and the hole center boss of swirling jet

and both the jet distribution width and hole diameter are bigger than those of straight jet. The jet structure can be divided into straight jet area

high swirl strength jet area

low swirl strength jet area and periphery jet area; the jet energy of straight jet area decides the capacity of rock breaking; high swirl strength jet area has high radial and tangential velocity

thus long depth hole near that by straight jet can be drilled by radial tension and circumferential shearing force under the condition of resultant velocity lower than straight jet; rocks in low swirl strength jet area are damaged by both straight and swirling jets

which decrease the rock strength

and the broken rocks can be transported effectively in this lower velocity area

where rock breaking of periphery jet area results from the wearing of returning jet with rock debris.

关键词

Keywords

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