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连续造斜绳索取心钻具造斜机构的设计与试验
引用本文:任攀攀,陈晓琳,林修阔.连续造斜绳索取心钻具造斜机构的设计与试验[J].探矿工程,2010,37(1):35-36.
作者姓名:任攀攀  陈晓琳  林修阔
作者单位:[1]中国地质大学(北京),北京100083 [2]中国地质科学院勘探技术研究所,河北廊坊065000
摘    要:根据钻杆抗弯强度的限制,确定连续造斜绳索取心钻具的造斜能力在0.2°-0.5°/m。为满足绳索取心的要求,设计造斜机构采用偏心轴承结构。分别利用几何分析法与极限曲率法对造斜结构的造斜能力进行理论计算。实验结果表明,该造斜机构能够达到设计造斜能力,用纵横弯曲梁法的计算造斜率与实钻造斜率较为吻合。

关 键 词:连续造斜  绳索取心钻具  造斜机构  偏心套  纵横弯曲梁理论
收稿时间:2009/2/11 0:00:00
修稿时间:2009/12/24 0:00:00

Design and Test of Continuous Deflecting Wire-line Coring Tool Assembly
REN Pan-pan,CHEN Xiao-lin and LIN Xiu-kuo.Design and Test of Continuous Deflecting Wire-line Coring Tool Assembly[J].Exploration Engineering(Drilling & Tunneling),2010,37(1):35-36.
Authors:REN Pan-pan  CHEN Xiao-lin and LIN Xiu-kuo
Institution:1. China University of Geoseiences, Beijing 100083, China; 2. The Institute of Exploration Techniques, CAGS, Langfang Hebei 065000, China)
Abstract:According to the limit on bending strength of drilling rod, the deflecting ability of continuous deflecting wire-line coring tool assembly is from 0. 2° to 0. 5°/m. To satisfy the requirement of wire-line coring, eccentric bearing structure was adopted in deflecting assembly design. Theoretical calculation was made on deflecting ability with geometry analysis method and limiting curature method. The results showed that designed deflecting ability was obtained, and the calculation result with beam-column theory was more exact to actual deflecting rate.
Keywords:continuous deflecting  wire-line coring tool  deflecting assembly  eccentric bush  beam-column theory
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