摘要
介绍了江苏省近几年3例箱梁桥底板崩裂事故;分析了导致底板崩裂的主要原因,主要包括跨中合龙束张拉时产生的径向力作用、非预应力钢筋构造因素及施工影响等;结合设计与施工提出了预防底板崩裂的对策及建议。
Three box-girder bridge bottom crack cases in Jiangsu province in recent years are described in this paper. The main causes of bottom flat crack are analyzed, mainly including radial force generated by closure strands stretching in middle span, non-structural elements and construction effects, etc. Combining with design and construction, the countermeasures and suggestions of preventing bottom crack are proposed.
出处
《现代交通技术》
2010年第1期54-56,共3页
Modern Transportation Technology
关键词
连续梁桥
底板崩裂
原因分析
径向力
变截面箱梁
continuous beam bridge
bottom plate crack
cause analysis
radial force
box girder with variable cross section