煤炭工程 ›› 2018, Vol. 50 ›› Issue (5): 50-52.doi: 10.11799/ce201805014

• 设计技术 • 上一篇    下一篇

采空区高压输电线路铁塔地基稳定性评价

曹新款   

  1. 中煤科工集团唐山研究院有限公司
  • 收稿日期:2017-05-26 修回日期:2017-07-13 出版日期:2018-05-20 发布日期:2018-06-14
  • 通讯作者: 曹新款 E-mail:402272376@qq.com

Foundation Stability Evaluation of High Voltage Transmission Line Towers over Goaf

  • Received:2017-05-26 Revised:2017-07-13 Online:2018-05-20 Published:2018-06-14

摘要: 采空区对高压输电线路铁塔地基稳定性的影响,已成为工程建设中关键问题。基于西南某500kV高压输电线路过煤矿采空区的地质采矿条件,探查了采空区的分布情况,确定了垮落裂缝带高度和建(构)筑物荷载影响深度,从而对采空区上方铁塔地基稳定性进行了分析评价|并计算了采空区残余变形,对线路安全性进行了分析。结果表明:N6铁塔荷载影响深度不会传递到垮落裂缝带,铁塔地基是稳定的,残余变形对铁塔影响轻微,高压输电线路运行是安全的。

关键词: 高压输电线路, 采空区, 地基稳定性, 移动变形

Abstract: The influence of goaf on the stability of high-voltage transmission line towers has become a key problem in engineering construction. Based on the geological and hydrogeological conditions of a 500kv high-voltage transmission line over goaf in the southwest China, The paper explored the distribution of goaf, determined the height of the collapse fault zone and the depth of the impact of the building load, Besides, it makes analysis and evaluation on the stability of the tower foundation; And it also calculated the residual deformation of goaf, and analyzed the line security. The results show that: the impact depth of the load will not be transmitted to the collapse fault zone of N6 tower, the tower foundation is stable, residual deformation has a slight effect on the tower,high voltage transmission line operation is safe.

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