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40m预应力T梁边梁侧弯问题分析及控制
引用本文:谢青波.40m预应力T梁边梁侧弯问题分析及控制[J].现代交通技术,2012,9(4):39-40.
作者姓名:谢青波
作者单位:重庆川九建设有限责任公司,重庆渝北,401120
摘    要:在桥梁施工中,预应力T梁边梁张拉后的侧弯问题是施工中的质量控制重点。文章结合工程实践,重点对边梁侧弯问题的影响因素进行了分析,并提出了相应的控制措施,可供同类工程参考。

关 键 词:桥梁工程  T梁  边梁  侧弯  控制措施  影响因素

Analysis and Control Measures of Lateral Bending for Edge Beam of 40 m Prestressed T-Shape Beam
Xie Qingbo.Analysis and Control Measures of Lateral Bending for Edge Beam of 40 m Prestressed T-Shape Beam[J].Modern Transportation Technology,2012,9(4):39-40.
Authors:Xie Qingbo
Institution:Xie Qingbo (Chongqing Chuangjiu Construction Co. ,Ltd. ,Yubei Chongqing)
Abstract:In the process of the building of a bridge,lateral bending for edge beam of the prestressed T, shape beam is one of the key points for quality control. Combined with the engineering practice, this paper analyzes the influence factors of lateral bending for edge beam and put forward corresponding control measures. It can be taken as reference for similar projects.
Keywords:bridge engineering  T-shape beam  edge beam  lateral bending  control measures  influence factors
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