煤炭工程 ›› 2019, Vol. 51 ›› Issue (12): 1-4.doi: 10.11799/ce201912001

• 专题论坛 • 上一篇    

深厚冲积层冻结法凿井井壁设计中冻结压力取值探讨

曾凡伟1,刘民东2,李功洲3   

  1. 1. 河南国龙矿业建设有限公司
    2. 焦作煤业(集团)有限责任公司
    3. 天地科技建井研究院
  • 收稿日期:2019-07-02 修回日期:2019-12-03 出版日期:2019-12-20 发布日期:2020-05-11
  • 通讯作者: 曾凡伟 E-mail:sgszfw@126.com

Discussion on Freezing Pressure Value in Shaft Wall Design by Freeze Sinking Method in Deep Alluvium

  • Received:2019-07-02 Revised:2019-12-03 Online:2019-12-20 Published:2020-05-11

摘要: 我国冻结法凿井井筒先后穿过500m、600m、700m冲积层,现有规范只有小于500m冲积层的冻结压力取值方法。冻结压力是外层井壁强度和厚度设计的主要计算荷载,研究确定大于500m冲积层冻结压力标准值取值,对外层井壁科学合理设计和井壁安全施工具有重要的理论和现实意义。文章基于国内对深厚冲积层冻结井冻结压力实测结果分析研究,提出大于500m深厚冲积层冻结井外层井壁设计中冻结压力标准值取值方法,可供外层井壁结构设计和施工参考。

关键词: 冻结压力取值, 外层井壁, 水平荷载, 深厚冲积层

Abstract: The shafts of freeze sinking method in China have passed through 500 m, 600 m and 700 m thick alluviums successively. The existing standard has only the method of freezing pressure value of less than 500 m thick alluvium. Because the freezing pressure is the main calculated load for the strength and thickness design of the outer shaft wall, to study and determine the standard value of the freezing pressure of alluvium thicker than 500 m has important theoretical and practical significance for scientific and rational design of outer wall and safe construction of shaft wall. Based on the analysis and research on the test results of freezing pressures of the freezing walls in deep alluvium in China, a method for determining the standard value of freezing pressure in outer shaft wall design of frozen shafts in deep alluvium over 500m was put forward, which could be used as a reference for the design and construction of outer shaft structure.

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