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50m预应力T梁横向移动
引用本文:姜文. 50m预应力T梁横向移动[J]. 北方交通, 2008, 0(7)
作者姓名:姜文
作者单位:中铁十九局集团第三工程有限公司,辽阳,111000
摘    要:通过对延水关黄河大桥工程30片50m后张法预应力混凝土T梁横向移梁方案的分析、论证与加固措施的计算,提出50mT梁横向移动方案,并付诸实施.

关 键 词:预应力  混凝土  T梁  横向  移动

Lateral Moving of Prestressed T-Beam with 50 m Long
JIANG Wen. Lateral Moving of Prestressed T-Beam with 50 m Long[J]. , 2008, 0(7)
Authors:JIANG Wen
Abstract:The paper analyzes schemes for lateral moving of thirty concrete T-type beams each with 50 m long,prestressed by post-tensioning method,on Huanghe River Bridge engineering,accordingly proves the calculation of the beam reinforcing measures and puts forward the schemes for lateral moving of 50m T-type beam,and the schemes are being put into effect.
Keywords:Prestress  Concrete  T-type beam  Lateral  Moving
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