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大跨径预应力混凝土桥梁裂缝控制技术

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针对大跨径预应力混凝土桥梁具有的宽箱、薄壁、少腹等结构容易出现底板沿纵向产生开裂、跨中底板混凝土崩裂等病害问题,就预应力混凝土桥梁较普遍出现的裂缝机理成因和控制加固措施展开研究分析。结合实地勘察和试验分析等方式,阐述了桥梁荷载、温度、混凝土收缩、基础变形以及钢筋锈蚀等问题,分析了预应力混凝土桥梁裂缝的产生机理和形成原因,提出了相应的桥梁裂缝控制方法和加固工艺,还通过构建混凝土收缩预测模型、合理设计混凝土配合比、加强混凝土温度控制等技术措施,可以较好地预防和控制预应力混凝土桥梁裂缝的产生。
Crack Control Technology for Long-span Prestressed Concrete Bridges
Based on the problems of cracking along the longitudinal direction of the bottom plate and concrete collapse in the mid span of prestressed concrete bridges,which are prone to occur in structures such as wide boxes,thin walls,and few belly plates,this study analyzes the common crack mechanisms,causes,and control reinforcement measures of prestressed concrete bridges.By combining field investigation and experimental analysis,the problems of bridge load,temperature,concrete shrinkage,foundation deformation,and steel corrosion were elaborated.The mechanism and causes of cracks in prestressed concrete bridges were analyzed,and corresponding bridge crack control methods and reinforcement processes were proposed.Technical measures such as constructing a concrete shrinkage pre-diction model,designing a reasonable concrete mix ratio,and strengthening concrete temperature control were also taken to effectively prevent and control the occurrence of cracks in prestressed concrete bridges.

long-spanprestressconcrete bridgescrack controlreinforcement technology

宋振浩、马振忠、陈衡、马振芳

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湖北楚天联发路桥养护有限公司,湖北 武汉 430000

大跨径 预应力 混凝土桥梁 裂缝控制 加固技术

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(12)