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汕梅高速公路K0+407.00分离式立交桥质量检测与承载力评价
引用本文:吴文辉,王润建.汕梅高速公路K0+407.00分离式立交桥质量检测与承载力评价[J].公路交通技术,2007(3):120-125.
作者姓名:吴文辉  王润建
作者单位:1. 广东路达高速公路有限公司,广东,梅州,528000
2. 北京公科固桥技术有限公司,北京,100088
摘    要:针对汕梅高速公路K0 407.00分离式立交桥的现有质量状况,对该桥进行了有关项目的检测,并依据检测结果对其承载能力进行了评价,可为该桥的维修加固决策提供可靠的科学依据。

关 键 词:钢筋混凝土连续箱梁  自振特性  承载力评价
文章编号:1009-6477(2007)03-0120-06
修稿时间:2006-11-27

Quality Inspection and Load Carrying Capacity Evaluation of Separate Interchange at K0+407.00 Shantou-Meizhou Expressway
Wu Wenhui,Wang Runjian.Quality Inspection and Load Carrying Capacity Evaluation of Separate Interchange at K0+407.00 Shantou-Meizhou Expressway[J].Technology of Highway and Transport,2007(3):120-125.
Authors:Wu Wenhui  Wang Runjian
Institution:Wu Wenhui Wang Runjian
Abstract:According to the exist technical level of the separate interchange at K0 407.00 Shantou-Meizhou expressway, examination and inspection are paid to relevant items of the flyover bridge. This paper introduces the evaluation of load carrying capacity in accordance with the inspection result, which in turn, can provide reliable and scientific basis for decision-making of maintenance and reinforcement of this interchange.
Keywords:reinforced concrete continuous box girder  self-sustained oscillation characteristic  load carrying capacity evaluation
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