位置:成果数据库 > 期刊 > 期刊详情页
全断面岩石掘进机滚刀最优刀间距计算公式研究
  • ISSN号:1000-7598
  • 期刊名称:《岩土力学》
  • 时间:0
  • 分类:TU45[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]中南大学高性能复杂制造国家重点试验室,湖南长沙410083, [2]中南大学机电工程学院,湖南长沙410083, [3]中南大学轻合金研究院,湖南长沙410083, [4]湘潭大学机械工程学院,湖南湘潭411105
  • 相关基金:973计划(No.2013CB035401);国家自然科学基金资助项目(No.51274252);863计划(No.2012AA041801).
中文摘要:

基于剪切与张拉破岩机制,提出拉剪综合失效机制假设;建立了非协同切削与协同切削体积模型,推导了协同切削模式的滚刀比能耗理论模型;通过离散元仿真得到滚刀侵入岩石裂纹长度与贯入度的映射关系;推导出滚刀最优刀间距理论公式;以全断面岩石掘进机(TBM)回转切削试验台为基础,水泥模拟料为切削对象,通过多次压痕试验得到滚刀贯入度和岩石裂纹长度的趋势曲线,验证了仿真结果;通过滚刀滚动破岩进行了12组不同贯入度与刀间距的物理切削试验,统计滚刀做功与岩石破碎体积,拟合得到比能耗关系曲线,验证了最优刀间距理论公式的结论。研究表明:TBM滚刀最优刀间距计算公式综合考虑了岩石特性与滚刀结构特性,适应性较广泛;刀间距超过滚刀协同工作距离时,滚刀破岩以剪切破碎为主;刀间距小于2倍岩石裂纹长度时,张拉破碎的影响更加明显;随着贯入度的增加,最优刀间距逐渐增大,而最优滚刀间距S与贯入度P之比(S/P)值则逐渐减小。

英文摘要:

Based on tensile and shear failure mechanisms of rock breakage, a synthetic failure hypothesis has been proposed. With the establishment of the non-collaborative and collaborative cutting volume model, a theoretical model is deduced for the specific energy of tunnel boring machine(TBM) cutters working in the collaborative cutting mode. The relationship between the crack length and penetration is established by a discrete element model(DEM). A theoretical formula of optimal cutter spacing is then derived by the fitting method. Additionally, indentation experiments are conducted the cement simulation material as cutting objects using the TBM rotary cutting test platform. The relationship between the hob penetration and the crack length of the rock is obtained, and then the simulation results are verified by experimental results. The broken-rock volume is counted through 12 cutting experiments with different penetrations and spacings between cutters. Then the specific energy consumption fitting curve is obtained, which verifies the conclusion of optimal cutting spacing equation. The research results show that the characteristics of rock properties and the structure of the hob are comprehensively considered in the optimal cutter-spacing calculation formula of the full-face rock TBM, which potentially has wide applications. When the cutting spacing is greater than the collaborative spacing, the shear failure mechanism plays a dominant role in rock-breaking process. However, when the cutting spacing is less than the twice lateral crack length, the tensile failure mechanism has more significant effects on rock breakage. As the penetration increases, the optimal spacing increases while the optimal S/P decreases.

同期刊论文项目
同项目期刊论文
期刊信息
  • 《岩土力学》
  • 中国科技核心期刊
  • 主管单位:中国科学院
  • 主办单位:中国科学院武汉岩土力学研究所
  • 主编:孔令伟
  • 地址:武汉市武昌小洪山中国科学院武汉岩土力学研究所
  • 邮编:430071
  • 邮箱:ytlx@whrsm.ac.cn
  • 电话:027-87198484 87199252
  • 国际标准刊号:ISSN:1000-7598
  • 国内统一刊号:ISSN:42-1199/O3
  • 邮发代号:38-383
  • 获奖情况:
  • 全国中文核心期刊,美国《工程索引》EI收录期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:56873