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30 m缺陷预制箱梁的静载试验及加固处理研究
引用本文:李波,王立志. 30 m缺陷预制箱梁的静载试验及加固处理研究[J]. 洛阳工业高等专科学校学报, 2009, 19(3). DOI: 10.3969/j.issn.1674-5043.2009.03.005
作者姓名:李波  王立志
作者单位:1. 信阳市交通基本建设质量检测监督定额站,河南,信阳,464000
2. 信阳市公路工程试验检测中心,河南,信阳,464000
摘    要:对河南省商城县汤泉池大桥有缺陷的30m预制箱梁进行现场静载试验,介绍了整个静载试验过程,对试验结果进行了分析,验证了箱梁的承载能力,提出了加固处理措施。

关 键 词:30m缺陷预制箱梁  静载试验  加固措施  

Study on the Static Load Experiment and Reinforcement Treatment for 30 m-defected Precast Box Beam
LI Bo,WANG Li-zhi. Study on the Static Load Experiment and Reinforcement Treatment for 30 m-defected Precast Box Beam[J]. Journal of Luoyang Technology College, 2009, 19(3). DOI: 10.3969/j.issn.1674-5043.2009.03.005
Authors:LI Bo  WANG Li-zhi
Affiliation:1.Xinyang Traffic Basic Construction Quality Supervision Station;Xinyang 464000;China;2.Xinyang Highway Engineering Testlab;China
Abstract:Static load experiment was carried out on the 30m-defected precast box beam of Tangquanchi Bridge in Shangcheng County, Henan Province. The whole experiment process is introduced and results are analyzed to verify the loading capability of the box beam. Some reinforcement measures are also proposed.
Keywords:30 m-defected precast box beam  Static load experiment  Reinforcement measure  
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