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云南山区高架、弯、坡、斜桥受力特点及影响探讨与分析
引用本文:李全.云南山区高架、弯、坡、斜桥受力特点及影响探讨与分析[J].价值工程,2012,31(26):120-123.
作者姓名:李全
作者单位:云岭高速公路交通科技有限公司,昆明,650032
摘    要:本文拟对山区高架、弯、坡、斜桥设计、施工及管理技术的特点、影响进行了分析,提出高架、弯、坡、斜桥的受力特点、设计和施工技术要点等方面关键要素,并对今后该类桥梁的建设提出建议。

关 键 词:高架、弯、坡、斜桥的特点  设计与施工技术要素  受力特点  建议

Discussion and Analysis on Force Characteristics and Impact of Viaduct,Bend Bridge,Slope and Skew Bridge in Mountainous Areas of Yunnan
LI Quan.Discussion and Analysis on Force Characteristics and Impact of Viaduct,Bend Bridge,Slope and Skew Bridge in Mountainous Areas of Yunnan[J].Value Engineering,2012,31(26):120-123.
Authors:LI Quan
Institution:LI Quan(Yunnan Yunling Highway Trafficscience and Technology Co.,LTD,Kunming 650032,China)
Abstract:This paper analyzes the characteristics and impact of the design,construction and management technology for the viaduct,bending bridge,slope and skew bridge in mountainous areas,points out the force characteristics of viaduct,bending bridge,slope and skew bridge and the design and construction techniques,and proposes the recommendations for similar bridge construction.
Keywords:characteristics of viaduct  bending bridge  slope and skew bridge  elements of design and construction technology  force characteristics  recommendations
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