顶管过程中钢管稳定性分析及壁厚优化

Zhifeng Zhao, Guangqiang Shao
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引用次数: 0

摘要

顶管在地下工程中应用广泛,但对管壁稳定性的研究较少,规范中也没有明确规定。针对这种情况,本文采用理论分析和数值分析相结合的方法进行了研究。通过数值模拟可以得到钢管的内力和变形,但目前还缺乏壁厚的控制准则。根据数值分析结果,提出了钢管拱的变形特征,并引入材料力学中拱的稳定性理论,计算了钢管拱的临界压力。将临界压力与钢管的实际受力进行比较,可以判断管壁的稳定性。以某热电厂进气管道设计的钢管为工程实例,采用所提出的方法对不同壁厚下的管壁稳定性进行了研究。分析和优化设计表明,可以确定22mm为合适的壁厚,而不是原来的设计厚度34mm,工程成本将显著降低。
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Stability analyses of steel pipe in pipe-jacking and the optimization of wall thickness
Pipe jacking is widely used in the underground construction, but few studies are focused on the pipe wall stability and no specify rule is presented in the codes. According to this situation, theoretical and numerical analysis is applied in research. Through numerical simulation, the inner force and deformation of steel pipe can be obtained, but the control criterion of wall thickness is still in lack. Based on the result of numerical analysis, the deformation of steel pipe is characteristic of arch, so the stability theory of arch in the material mechanics is lead to compute the critical pressure. Comparing the critical pressure with the actual force of steel pipe, the stability of pipe wall can be determined. The steel pipe of intake pipe design of a heat-engine plant is studied as project case, and the stability of pipe wall under different wall thickness is studied using the methods presented. The analysis and optimum design shows that the 22mm can be determined as the proper wall thickness instead of the original design thickness—34mm, and the project cost will be decreased significantly.
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