强渗漏与坚硬岩层组合条件下旋挖钻机施工工法研究
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长春市市政工程设计研究院,北京建工集团总承包部,北京建工集团总承包部,吉林省核工业地质局

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U443.15

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Study on Construction Method of Rotary Drilling Rig under the Combination Conditions of Strong Seepage and Hard Rock Bed
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Changchun Municipal Engineering Design & Research Institute,Beijing Construction Engineering Group,Beijing Construction Engineering Group,Jilin Province Nuclear Industry Geological Bureau

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    摘要:

    通过对强渗漏与坚硬岩层组合条件下桩基工程旋挖钻机施工技术的探索,总结出高压旋喷防渗漏与旋挖钻机牙轮筒钻和截齿取心筒钻交叉钻进入岩联合成孔施工工法,并在工程中成功应用。在处理大直径入坚硬岩层钻孔灌注桩方面效果明显,技术先进,有明显的社会效益和经济效益。

    Abstract:

    By the exploration of pile foundation construction method of rotary drilling rig under the combination conditions of strong seepage and hard rock bed, the combined drilling method of anti-seepage is summed up and has been successfully applied in the engineering, which is by high pressure jet grouting with cross use of cone tubular drilling and pick coring tubular drilling of rotary drilling rig to break into rocks. Obvious effects have been received in the construction of large diameter bored grouting pile in hard rock bed.

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姚涛,王增胜,颉金成,等.强渗漏与坚硬岩层组合条件下旋挖钻机施工工法研究[J].钻探工程,2016,43(2):64-69.
YAO Tao, WANG Zeng-sheng, JIE Jin-cheng, et al. Study on Construction Method of Rotary Drilling Rig under the Combination Conditions of Strong Seepage and Hard Rock Bed[J]. Drilling Engineering, 2016,43(2):64-69.

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历史
  • 收稿日期:2015-12-02
  • 最后修改日期:2015-12-31
  • 录用日期:2016-01-04
  • 在线发布日期: 2016-02-02
  • 出版日期: