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漕河渡槽预应力次生弯矩计算
引用本文:赵军涛,王志刚,袁浩,刘修水.漕河渡槽预应力次生弯矩计算[J].河北水利水电技术,2013(4):57-59.
作者姓名:赵军涛  王志刚  袁浩  刘修水
作者单位:河北省水利水电勘测设计研究院,天津300250
摘    要:南水北调中线漕河渡槽,首次将三向预应力次生弯矩影响考虑到结构设计当中.本文结合漕河渡槽槽身设计实例,对次生弯矩的计算及影响分析进行了论述,并总结了经验,为大型渡槽多向预应力设计提供了借鉴和参考。

关 键 词:预应力  渡槽  等效荷载  综合弯矩  次生弯矩

Calculation for the Secondary Bending Moment in the Prestressed Concrete Structure of the Caohe Aqueduct
ZHAO Jun-tao,WANG Zhi-gang,YUAN Hao,LIU Xiu-shui.Calculation for the Secondary Bending Moment in the Prestressed Concrete Structure of the Caohe Aqueduct[J].Hebei Water Resources and Hydropower Engineering,2013(4):57-59.
Authors:ZHAO Jun-tao  WANG Zhi-gang  YUAN Hao  LIU Xiu-shui
Affiliation:( Hebei Research Institute of Investigntion & Design of Water Conservancy & Hydropower, Tianjin 300250, China)
Abstract:The secondary bending moment from three-dimension prestressing is firstly proposed to calculate the prestress in the Caohe aqueduct of Middle Route Project of S - N water diversion. The calculation of the secondary bending moment and it's the impact on the structure of the aqueduct body is discussed with the design examples in the Caohe aqueduct in this paper. The experience summarized in this paper can offer help and reference in calculating three-dimension prestressing in the large aqueduct.
Keywords:prestress  aqueduct  equivalent load  the combined bending moment  the secondary bending moment
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