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输电钢塔结构支座的沉降监测与模拟
引用本文:李鹏云,陈波,张峰,王干军,宋春芳. 输电钢塔结构支座的沉降监测与模拟[J]. 南方电网技术, 2013, 7(1): 68-71
作者姓名:李鹏云  陈波  张峰  王干军  宋春芳
作者单位:广东电网公司电力科学研究院, 广州510080;武汉理工大学 道路桥梁与结构工程湖北省重点实验室, 武汉430070;广东电网公司,广州510600;广东电网公司 中山供电局,广东 中山528400;武汉理工大学 道路桥梁与结构工程湖北省重点实验室, 武汉430070
基金项目:国家自然科学基金(51178366)、霍英东基金(131072) 和南方电网公司科技项目(K-GD2011-411)资助。
摘    要:以某220 kV输电钢塔为实际工程背景,开展了结构支座沉降的监测与模拟.基于空间杆系的力学模型,对该塔建立了输电塔-导线有限元模型,结合对杆塔支座沉降监测结果,进行了结构受力分析模拟.研究表明,由于支座不均匀沉降的作用,将导致结构中部分杆件产生较大的应力,这对结构的安全造成了较大的隐患.

关 键 词:输电钢塔  变形监测  支座沉降  参数研究

Settlement Monitoring and Simulation of a Steel Tower Support for Power Transmission Lines
LI Pengyun,CHEN Bo,ZHANG Feng,WANG Ganjun and SONG Chunfang. Settlement Monitoring and Simulation of a Steel Tower Support for Power Transmission Lines[J]. Southern Power System Technology, 2013, 7(1): 68-71
Authors:LI Pengyun  CHEN Bo  ZHANG Feng  WANG Ganjun  SONG Chunfang
Affiliation:Electric Power Research Institute of Guangdong Power Grid Corporation, Guangzhou 510080, China;Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan 430070, China;Guangdong Power Grid Corporation, Guangzhou,Guangdong 510600, China;Zhongshan Electric Power Supply Bureau of Guangdong Power Grid Corporation, Zhongshan, Guangdong 528400, China;Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan 430070, China
Abstract:The monitoring and simulation on support settlement are actively carried out in this study by taking a real 220 kV transmission steel tower as a background. The finite element model of the transmission tower-line system are constructed based on the mechanical model of the spatial trusss system. The structural internal forces are analyzed through combining the monitoring results of tower support. The made observations indicate that some members deserve large stressess due to the effects of the uneven settlement of the support, which may induce large potential danger to the structure.
Keywords:transmission steel tower   deformation monitoring   support settlement   parametric investigation
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