深入岩地下连续墙成槽施工关键技术的应用
作者单位:

(上海远方基础工程有限公司,上海市 200436)

作者简介:

胡小波(1991—), 男, 大专, 助理工程师, 从事地下工程施工工作。

中图分类号:

TU94


The Application Research on Key Technology of Diaphragm Wall Trenching in Deep Rock Geological Conditions
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    摘要:

    成槽是地下连续墙施工的关键工序,深入岩地质条件下的成槽施工是当前的难点问题之一。结合入岩成槽的工程实践,系统地总结了超深入岩的几种成槽施工工艺,包括冲击锤成槽、铣槽机成槽、“两孔一铣(抓)”或者“一孔一抓(铣)”、钻爆铣槽等工艺。针对成槽施工的主要施工设备和辅助施工设备进行了介绍,详细论述了几种组合成槽工艺的关键技术及其适用范围。并基于松坪站项目,介绍了两孔一铣工艺与一孔一铣的实际应用,比较分析这两种工艺。结果表明,一孔一铣工艺施工效率高出41%。对于深入岩条件下地下连续墙的成槽施工具有一定的指导意义。

    Abstract:

    Slotting is a key process in underground diaphragm wall construction, and slotting under deep rock geological conditions is one of the current difficult problems. This paper summarizes several slotting techniques for ultra-deep rock formation, including slotting with impact hammer, slotting with slotting milling machine, "two holes and one grasp" or "one hole and one grasp (milling)", and slotting with drill and blast. The main construction equipment and auxiliary construction equipment for slotting are introduced, and the key technologies of several combined slotting processes and their scope of application are discussed in detail. Based on the project of Songping Station, the practical application of two holes and one milling process and one hole and one milling process are introduced and compared and analyzed. The results show that the one-hole, one-milling process is 41% more efficient. This paper is a guideline for the construction of underground diaphragm walls into slots under deep rock conditions.

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引用本文

胡小波.深入岩地下连续墙成槽施工关键技术的应用[J].城市道桥与防洪,2023,(8):239-242.

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历史
  • 收稿日期:2023-05-22
  • 最后修改日期:2023-06-12
  • 录用日期:2023-06-26
  • 在线发布日期: 2023-08-09
  • 出版日期: 2023-08-15
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