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重庆五梁石拱桥的力学性能分析及其保护措施(二)

Analysis on the Mechanical Properties of the Chongqing's Wuliang Stone Arch Bridge and Its Protective Measures
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摘要 3.2工况Ⅱ:受淹情况下桥体的力学性能 受淹后,桥体受到水浮力的作用,本工况仅考虑桥体完全淹没后静水的作用。 A calculated analysis on an ancient bridge's present state and various functional changes after submerge is made in this paper by adopting the large - scale finite element software ANSYS. On the basis of the overall reinforcement theory, the bridge itself is reinforced overall by using the steelbar - adding technique to the bridge balustrde and pavement and putting clay and sand with curative in them to the bridge surface as a protective measure. And the bridge base is strengthened with free stones, conformed with the land feature, and the whole bridge is coverd with the stone protective agent WACKER BS R OH 100 to improve its resistance to waether so that the life of the ancient bridge is prolonged.
作者 高耀斌
出处 《建材技术与应用》 2007年第2期8-10,共3页 Research and Application of Building Materials
关键词 力学性能分析 保护措施 五梁石拱桥 重庆 水浮力 受淹 工况 steelbar imbedding revetment overburden arch bridge curative weathering
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参考文献4

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  • 4水利水电科学研究院.岩石力学参数手册[M].北京:水利电力出版社,1991..

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