首页 | 本学科首页   官方微博 | 高级检索  
     检索      

岩溶土(暗)洞对临近高压输电杆塔基础安全影响
引用本文:周英博,周秋鹏,段志强,高晓晶,熊川羽.岩溶土(暗)洞对临近高压输电杆塔基础安全影响[J].科学技术与工程,2019,19(15):246-252.
作者姓名:周英博  周秋鹏  段志强  高晓晶  熊川羽
作者单位:国网湖北省电力有限公司经济技术研究院,国网湖北省电力有限公司经济技术研究院,国网湖北省电力有限公司经济技术研究院,国网湖北省电力有限公司经济技术研究院,国网湖北省电力有限公司经济技术研究院
基金项目:国家重点基础研究发展计划(973)项目(2015CB057905)和云南联合基金重点项目(No.U1402231)资助
摘    要:土洞是覆盖型岩溶区一种隐伏的不良地质现象。输电线路在经过岩溶地质区域时,岩溶暗(土)洞的存在会对邻近的杆塔基础安全产生威胁,严重时使得输电杆塔产生倾斜甚至倾覆。以湖北省恩施-水布垭输电线路为工程背景,采用ABAQUS有限元软件,分析了土洞的尺寸、覆盖层厚度以及土洞与输电杆塔的相对位置对500 k V输电杆塔的影响。以正常使用极限状态下地基倾斜限制值为安全控制指标,得到了保证该输电杆塔基础安全的不同尺寸土洞的洞顶位置安全影响线,并且采用该影响线对某实际案例进行验证。该方法可为类似地质条件下输电工程选线、输电杆塔基础设计以及地基处理提供参考。本文模拟研究对邻近岩溶土洞输电杆塔安全评价及灾害处理有着重要的指导意义。

关 键 词:岩溶地区  土洞  输电杆塔  变形控制  数值模拟
收稿时间:2018/12/28 0:00:00
修稿时间:2019/3/18 0:00:00

Effects of Karst Soil Cavity on Foundation Safety of Adjacent High Voltage Transmission Tower
ZHOU Yingbo,ZHOU Qiupeng,DUAN Zhiqiang,GAO Xiaojing and XIONG Chuanyu.Effects of Karst Soil Cavity on Foundation Safety of Adjacent High Voltage Transmission Tower[J].Science Technology and Engineering,2019,19(15):246-252.
Authors:ZHOU Yingbo  ZHOU Qiupeng  DUAN Zhiqiang  GAO Xiaojing and XIONG Chuanyu
Institution:State Grid Hubei Electric Power Company Limited Economic Research Institute,,,,
Abstract:Soil cavity is a kind of hidden bad geological phenomenon in the overlying karst area.When the transmission line passes through the karst geological region, the existence of karst soil cavity will threaten the foundation safety of the adjacent tower. In serious cases, the tower will tilt or even overturn.Taking the Enshi-Shuibuya transmission line in Hubei province as the project background, this paper uses the finite element software Abaqus to analyze the influence of the size of soil cavity, the thickness of overburden and the relative position of soil cavity on the 500KV transmission tower.Taking the limit value of foundation inclination under normal service limit as the safety control index, the influence line of roof position safety of soil holes of different sizes to ensure the safety of the transmission tower foundation was obtained, and the influence line was used to verify a practical case.This method can provide reference for transmission line selection, transmission tower foundation design and foundation treatment under similar geological conditions.The simulation study in this paper has important guiding significance for the safety evaluation and disaster treatment of power transmission tower near karst cave.
Keywords:Karst region  Soil cavity  Transmission tower  Deformation control  Numerical modeling
本文献已被 CNKI 等数据库收录!
点击此处可从《科学技术与工程》浏览原始摘要信息
点击此处可从《科学技术与工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号