摘要
文章研究了可循环利用的浅水域"钢管型施工操作平台"设计方案,并依托滁州大山风电场—古河110kV输电线路工程57#塔位施工操作平台结构,开展相关的理论计算;利用有限元法进行该平台结构的力学性能分析及失效分析,着重探讨了该结构体系在施工工艺要求下的稳定性,形成典型的钢管型施工操作平台结构的设计和施工方案,供同类工程参考。
The design scheme of the construction platform made by steel pipes with couplers is re‐searched ,whose structural members can be recycled in shallow water .In view of the construction platform of 57# tower of 110 kV transmission line project in Dashan‐Guhe ,Chuzhou City ,the rele‐vant theoretical calculation is conducted .The mechanical performance and structural failure of the platform are simulated by using the finite element method .The stability of the structure is also dis‐cussed to meet the requirements of safety .Finally ,a typical design and construction scheme of the construction platform made by steel pipes with couplers is proposed ,which can provide a reference for the construction of similar engineering .
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
北大核心
2016年第9期1226-1230,1253,共6页
Journal of Hefei University of Technology：Natural Science
基金
国家自然科学基金资助项目(11272111)
关键词
施工操作平台
钢管
有限元法
稳定性
construction platform
steel pipe
finite element method
stability
