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大断面矩形顶管施工对临近高压电塔的影响分析

Analysis of the Impact of Large-section Rectangular Pipe Jacking Construction on Adjacent High-voltage Power Towers

  • 摘要: 为评估大断面矩形顶管施工对周边环境的影响,本文以广州某电力管廊顶管施工工程为研究背景,重点聚焦施工对邻近高压电塔安全性的影响。依托有限元分析软件建立三维计算模型,通过模型计算研究顶管施工全过程对临近既有高压电塔的影响,综合分析了地表沉降与电塔位移变形特征。研究结果表明:(1)顶管施工引起的地表沉降变形值为23.5 mm~28.1 mm,变形影响具有明显的集中性,主要集中分布于管廊长边2.5倍范围以内,并从管廊正上方向两侧逐步递减;(2)计算得出高压电塔的最大水平位移为17.8 mm,出现在塔顶,最小水平位移为3.6 mm,出现在塔基,结合两个位移数据及电塔的高度计算得出电塔的整体倾斜度为0.028%,小于规范要求的1%,计算数值满足规范要求。综上所述,顶管施工对电塔塔体产生一定程度的扰动影响,但该影响较小,未超出塔体结构设计所允许的安全阈值,经评估,电塔塔体结构整体处于安全可控状态,本研究结果可为类似工程提供技术参考。

     

    Abstract: To assess the impact of large-section rectangular pipe jacking construction on the surrounding environment, this study focuses on the effects of construction on the safety of adjacent high-voltage transmission towers, using a power corridor pipe jacking project in Guangzhou as the research background. A three-dimensional computational model was established using finite element analysis software to investigate the influence of the entire pipe jacking process on nearby existing high-voltage transmission towers, with a comprehensive analysis of surface settlement and tower displacement characteristics. The findings indicate: (1) The surface settlement deformation caused by pipe jacking ranges from 23.5 mm to 28.1 mm, exhibiting significant concentration, primarily distributed within 2.5 times the length of the power corridor and gradually decreasing from the vertical axis of the corridor toward both sides. (2) The maximum horizontal displacement of the high-voltage transmission tower was calculated to be 17.8 mm, occurring at the tower top, while the minimum horizontal displacement was 3.6 mm, observed at the tower base. Combining these two displacement values with the tower height, the overall inclination of the tower was determined to be 0.028%, which is less than the 1% limit specified by standards, meeting regulatory requirements. In summary, pipe jacking construction exerts a certain degree of disturbance on the tower structure, but the impact is minimal and does not exceed the safety threshold permitted by the tower's structural design. After evaluation, the tower structure is found to be in a safe and controllable state overall. The results of this study can provide technical references for similar projects.

     

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