公用隧道大直径顶管工程实例研究

Yongfeng Li, Guoqiang Liu, Jian Liu, Jing Huang, Fang Tian, Fan Liu
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引用次数: 0

摘要

顶管作为一种环境友好的施工方法,在我国的公用隧道施工中得到了广泛的应用。本文对黄冈明珠路综合隧道顶管施工中的关键技术进行了研究。本公用隧道内径4m,外径4.8m,是目前国内最大的圆形顶管工程。该综合隧道设计在交通繁忙的城市主干道下,对顶管施工的控制精度要求较高。根据工程特点和实际施工技术措施,对顶管设备、小间距下水、泥浆循环、减阻技术、地表沉降控制等关键施工技术进行了论述。同时对顶管施工过程中的顶推力和地面沉降进行了监测。结果表明,所选用的顶管机对工程地质条件有较好的适应性。实际顶力比理论值小得多,两个中间顶站不启动。此外,整个顶管施工过程中路面变形为-8-5mm,对地面交通无影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CASE STUDY ON THE LARGE DIAMETER PIPE JACKING FOR UTILITY TUNNEL
Pipe jacking have been widely used in utility tunnel constructions as an environment-friendly method in China. This study is focus on the critical technologies used in the pipe jacking for the utility tunnel in Huanggang Mingzhu road. The inner and outer diameter of this utility tunnel are 4m and 4.8m respectively, which is the largest circular pipe jacking project in China at present. This utility tunnel is designed under the urban main road with a heavy traffic, so the control accuracy of pipe jacking construction is required to be high. According to the characteristics of the project and actual construction technical measures, the key construction technologies including pipe jacking equipment, launching of small spacing, slurry circulating, the drag reduction technology, and the control of surface settlement are discussed in this paper. Meanwhile, the jacking force and ground settlement during pipe jacking construction are monitored. The results show that the selected pipe jacking machine has good adaptability to the geological conditions of the project. The actual jacking force is much smaller than the theoretical value, and the two intermediate jacking stations are not activated. In addition, the road surface deformation is -8–5mm during the whole process of pipe jacking construction, which has no impact on surface traffic.
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