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堆载预压影响范围内高压电塔的变形控制研究

Deformation Control of High-voltage Electric Towers Within the Influence Range of Surcharge Preloading

  • 摘要: 沿海地区广泛分布深厚软土层,堆载预压作为软土地基处理的常用方法,易引发土体显著侧向变形,对邻近高压电塔的安全稳定构成直接威胁。本文以实际工程为依托,系统探究堆载预压对邻近高压电塔的变形影响规律,并研究针对性的变形控制措施与防护效果。以珠海市金湾区金港大道工程为研究对象,利用有限元模拟建立精细化三维堆载模型,分析堆载对邻近高压电塔的变形影响,根据变形特征设计了顺线路主排桩和两端垂直线路挡桩的“半回字形”结构防护体系并验证其控制效果。研究结果表明:无防护时,电塔倾斜度达0.997%,接近规范1%限值,邻近桩基最大弯矩超出其受弯承载力,存在显著安全风险;设置防护后,电塔倾斜度降至0.44%(降幅56%),邻近桩基最大弯矩降幅超70%,周边土体水平位移降幅达64%。使用多种深层保护桩建立的“半回字形”复合防护桩体系可有效抑制软土侧向变形传递,显著降低电塔倾斜与桩基受力,保障电塔运行安全。

     

    Abstract: Deep soft soil deposits are widely distributed in China’s coastal areas. Surcharge preloading, a widely adopted method for soft soil ground improvement, tends to induce significant lateral soil deformation, which poses a direct threat to the safety and stability of adjacent high-voltage electric towers. Based on a practical engineering project, this study systematically investigates the laws governing the deformation influence of surcharge preloading on adjacent high-voltage electric towers, and examines targeted deformation control measures as well as their protective effectiveness. Taking the Jingang Avenue Project in Jinwan District, Zhuhai City as the research case, a refined three-dimensional (3D) surcharge model is established via finite element simulation to analyze the deformation response of adjacent high-voltage electric towers under surcharge. According to the identified deformation characteristics, a semi-U-shaped protective system, consisting of a main pile row along the line direction and transverse retaining piles perpendicular to the line at both ends, is proposed, and its deformation control performance is verified. The research results show that: without protection, the inclination ratio of the transmission tower reaches 0.997%, close to the 1% limit specified in the Code for Operation of Overhead Transmission Lines, and the maximum bending moment of piles adjacent to the surcharge exceeds their normal section flexural bearing capacity, indicating a significant safety risk; after the protective system is applied, the tower inclination ratio drops to 0.44% (a reduction of 56%), the maximum bending moment of the adjacent piles decreases by more than 70%, and the horizontal displacement of the surrounding soil is reduced by 64%. The semi-U-shaped composite protective pile system constructed with multiple deep protective piles can effectively block the transmission of lateral soft soil deformation, significantly mitigate tower inclination and pile stress, and thus ensure the safe operation of high-voltage electric towers.

     

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