摘要
通过以"28d龄期同强度等级"标准优选配合比,利用机制砂和河砂配制工作性能相近、质量优良的C50高强混凝土,通过严格控制施工开展30m预应力T梁(中梁)足尺模型试验,对比研究机制砂与河砂混凝土的实体结构的变形性能与开裂性能。研究表明:机制砂混凝土预应力T梁具有与河砂混凝土预应力T梁相当的承载能力和抗变形能力,验证了机制砂应用于海工混凝土实体结构的可行性。
The '28d age with the same strength level' standard was used to design concrete mix proportion,CSO high-strength concrete mixture was prepared by manufactured sand and river sand with similar working performance and good quality, 30m prestressed T-beam full-scale model test was carried out by strictly controlling construction, the concrete deformation and cracking properties of entity structure is comparatively studied with manufactured sand and river sand. The results show that manufactured sand concrete T-beam has a high load-carrying capacity and resistance to deformation, and it is comparative to river sand concrete prestressed T-beam, which has verified that the feasibility of the machine-made sand applied to entity structure of marine concrete.
出处
《施工技术》
CAS
北大核心
2016年第23期109-114,共6页
Construction Technology
基金
宁波市社会发展重大重点项目(2013C51011)
宁波市交通运输委员会科技项目(201210)
浙江省交通厅科技计划项目(2013H28-2)
关键词
混凝土
机制砂
海工混凝土
预应力T梁
变形
开裂
concrete
manufactured sand
marine concrete
prestressed T-beam
deformation
cracking