摘要
对于上跨沪杭高速公路的匝道桥,提出预应力混凝土连续梁和钢箱-混凝土组合梁两个设计方案,并从设计、施工、经济性等多方面对设计方案进行比选,以适应该桥特殊的施工环境要求。
For the ramp bridge overpassing Shanghai-Hangzhou Expressway,two design schemes of prestressed concrete continuous beam and steel box-concrete composite beam are put forward and compared from aspects of design,construction and economy to meet the demands of the special construction environment.
出处
《交通标准化》
2010年第19期201-204,共4页
Communications Standardization
关键词
上跨高速公路
组合梁
方案比选
overpassing expressway
composite beam
scheme comparison