新建沈阳南站东西子站房连体结构设计
|
摘要
研究目的:新建沈阳南站东西子站房屋顶网架结构支座落在两个塔上,使整体结构成为连体结构,结构受力复杂,本文旨在研究屋顶网架采用不同支座形式结构整体受力的特点,确定合适的网架支座形式。研究结论:通过对东西站房屋顶网架支座形式采用双向弹簧支座和固定铰支座进行结构整体受力的对比,计算分析表明采用双向弹簧支座后,可以有效地减低屋顶网架结构对支承框架柱的水平推力,并且温度应力大大减小。本文还进行了罕遇地震下的时程分析,得到了网架支座在罕遇地震作用下的最大变形量,选用的双向弹簧支座允许变形量应能满足罕遇地震作用下的最大变形量。
Research purposes: The roof grid structure of west and east sub-station building of newly-built Shenyang South Station is supported by two towers to make the whole structure becoming a connection structure with complex load bearing situations.This paper researches the whole load bearing characteristics of the grid structures with different types of support in order to choose the suitable support of the grid structure. Research conclusions:The comparison is made between the whole load bearing situations of the grid structure of the west and east sub-station building when using a bidirectional spring support and a fixed hinge support.The calculation and analysis show using a bidirectional spring support can much cut the horizontal thrust of the roof grid structure on the column of the bearing frame and the temperature stress.In this paper,the time-history analysis is also made under condition of the seldom earthquake to know the maximum deformation volume of the grid structure support under the effect of the seldom earthquake.The allowable deformation volume of the bidirectional spring support should meet its maximum deformation volume caused by the effect of the seldom earthquake.
Research purposes: The roof grid structure of west and east sub-station building of newly-built Shenyang South Station is supported by two towers to make the whole structure becoming a connection structure with complex load bearing situations.This paper researches the whole load bearing characteristics of the grid structures with different types of support in order to choose the suitable support of the grid structure. Research conclusions:The comparison is made between the whole load bearing situations of the grid structure of the west and east sub-station building when using a bidirectional spring support and a fixed hinge support.The calculation and analysis show using a bidirectional spring support can much cut the horizontal thrust of the roof grid structure on the column of the bearing frame and the temperature stress.In this paper,the time-history analysis is also made under condition of the seldom earthquake to know the maximum deformation volume of the grid structure support under the effect of the seldom earthquake.The allowable deformation volume of the bidirectional spring support should meet its maximum deformation volume caused by the effect of the seldom earthquake.
引文
[1]徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.Xu Peifu,Fu Xueyi,Wang Cuikun,etc.StructureDesign of Complex High-rise Building[M].Beijing:China Building Industrial Press,2005.
[2]徐自国,肖从真,等.北京当代MOMA隔震连体结构的整体分析[J].土木工程学报,2008(3):53-57.Xu Ziguo,Xiao Congzhen,etc.Analysis of the Seismic-isolated Connected Structure for MOMA[J].ChinaCivil Engineering Journal,2008(3):53-57.
[3]李永华,李思明.弱连体结构地震反应分析[J].四川建筑科学研究,2010(1):132-136.Li Yonghua,Li Siming.Seismic Response Analysis ofHigh-position Isolation Connected Buildings[J].Sichuan Building Science,2010(1):132-136
[4]JGJ3—2010,高层建筑混凝土结构设计技术规程[S].JGJ 3—2010,Technical Specification for ConcreteStructures of Tall Building[S].
[5]GB50011—2010,建筑抗震设计规范[S].GB 50011—2010,Code for Seismic Design of Buildings[S].
[6]王艳巍,李霞,李中华.有限元分析在钢网架屋盖结构设计中的应用研究[J].铁道工程学报,2007(6):48-51.Wang Yanxia,Li Xia,Li Zhonghua.ApplicationResearch on the Finite Element Analysis in DesigningSteel Netlike roofis Structure[J].Journal of RailwayEngineering Society,2007(6):48-51.
[2]徐自国,肖从真,等.北京当代MOMA隔震连体结构的整体分析[J].土木工程学报,2008(3):53-57.Xu Ziguo,Xiao Congzhen,etc.Analysis of the Seismic-isolated Connected Structure for MOMA[J].ChinaCivil Engineering Journal,2008(3):53-57.
[3]李永华,李思明.弱连体结构地震反应分析[J].四川建筑科学研究,2010(1):132-136.Li Yonghua,Li Siming.Seismic Response Analysis ofHigh-position Isolation Connected Buildings[J].Sichuan Building Science,2010(1):132-136
[4]JGJ3—2010,高层建筑混凝土结构设计技术规程[S].JGJ 3—2010,Technical Specification for ConcreteStructures of Tall Building[S].
[5]GB50011—2010,建筑抗震设计规范[S].GB 50011—2010,Code for Seismic Design of Buildings[S].
[6]王艳巍,李霞,李中华.有限元分析在钢网架屋盖结构设计中的应用研究[J].铁道工程学报,2007(6):48-51.Wang Yanxia,Li Xia,Li Zhonghua.ApplicationResearch on the Finite Element Analysis in DesigningSteel Netlike roofis Structure[J].Journal of RailwayEngineering Society,2007(6):48-51.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心