冲击深孔钻井杆应力衰减研究

K. Fukui, H. Abé, M. Koizumi, H. Tomosada, S. Okubo
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引用次数: 3

摘要

在本研究中,利用Inada花岗岩进行了一系列的冲击深孔钻探试验,以考察钻孔长度对钻井性能的影响。特别注意澄清了连接两杆的套筒联轴器处弹性波的衰减。主要研究结果如下:1)实验结果表明,随着孔长或套接器数量的增加,钻速减小,杆应力衰减。2)采用Okubo等人提出的弹簧模型进行数值模拟,弹性波振幅和弹性波长度的计算结果与实验结果吻合较好。3)钻速与传递到岩石中的能量成正比。冲击钻孔试验的比能明显低于静态侵彻试验。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Attenuation of Rod Stress in Percussive Long-Hole Drilling
In this study, a series of percussive long-hole drilling tests using Inada granite was carried out to examine the effect of hole length on drilling performace. Special care was taken to clarify the attenuation of elastic wave at a sleeve coupling which connects the two rods. The main results are summarized as follows;1) The experimental results show that penetration rate decreases and rod stress attenuates with increase of hole length or number of sleeve couplings to pass through.2) Numerical simulation using the spring model proposed by Okubo et al. indicates that calculated results of elastic-wave amplitude and length agree well with experimental results.3) Penetration rate was found to be proportional to transmitted energy into the rock. Specific energy in the percussive drilling test is considerably lower than that in the static penetration test.
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