摘要
采用桥梁博士软件模拟一座典型的V形墩连续刚构桥的施工过程,为找出支架拆除对传力途径的影响,分别单独计算结构自重、预应力以及收缩徐变内力,然后对单因素分析的结果进行组合。分析结果表明倒三角区域支架的拆除时机对桥梁在施工阶段及成桥后的内力均有显著影响,可达50%以上。建议优先采用早拆支架方案,以使结构受力明确,且对V形墩区域受力有利。
The paper adopted the software of Bridge Doctor to simulate the construction process of a typical Rigid-frame Bridges with V-piers. The internal force caused by self-weight, prestress, shrink and creep was computed separately to identify the influence of the demolishment sequence of scaffolds on the load transfer. Then, a combination of the factors was discussed. The analysis results indicate that the demolishment sequence of the inverted-triangle area region scaffolds has remarkable influence on the internal force in the construction and completion phase, the difference of which may be greater than 50%. Therefore early demolishment should be preferred so as to make the load transfer more clear and the inverted-triangle area in good condition.
出处
《公路交通科技》
CAS
CSCD
北大核心
2005年第8期95-97,101,共4页
Journal of Highway and Transportation Research and Development
关键词
刚构桥
V形墩
预应力混凝土
支架拆除
Rigid-frame bridge
V-shaped pier
Prestressed concrete
ScaffoM demolishment sequence
