摘要
针对某大跨径预应力混凝土连续刚构桥箱梁带模过冬后的开裂机理展开研究。在详细调查了现场开裂情况的基础上,对开裂节段进行了空间实体有限元分析。分析结果表明,引起箱梁开裂的主要原因是:由于混凝土水化热和收缩的影响,在过冬期间混凝土与钢模板的变形存在差异,而模板拉杆阻碍了这一变形差异,从而在混凝土结构中造成较大主拉应力。若先张拉预应力再予以停工,则可以避免带模过冬引起的箱梁开裂。
The box girder cracking mechanism of a long-span prestressed concrete continuous rigid frame bridge under winter construction with formwork is studied.Based on the detailed investigation and statistics of the cracking situation at site,a spatial finite element analysis for the cracking segment is carried out.The analysis results show that the main cause of box girder cracking is as follow:considering the concrete hydration heat and shrinkage,there is a difference between the deformation of concrete and steel,which the formwork tie would try to prevent,so that a tremendous tensile stress in the concrete structure is caused.This kind of cracking can be avoided by tensioning the prestress before the winter shutdown.
作者
李扬
陈金义
马骉
LI Yang;CHEN Jin-yi;MA Biao(Shanghai Municipal Engineering Design Institute(Group)Co.Ltd.,Shanghai 200092,China;Shanghai Municipal Engineering Design Institute Group 10th Design Institute Co.Ltd..Lanzhou 730000,China)
出处
《公路》
北大核心
2021年第7期111-115,共5页
Highway
基金
国家自然科学基金项目,项目编号51878488
甘肃省科技计划资助项目,项目编号19YF3GA004。
关键词
桥梁工程
连续刚构
混凝土
箱梁开裂
有限元研究
bridge engineering
continuous rigid frame
concrete
box girder cracking
finite element study
