摘要
提高混凝土耐久性的关键是提高混凝土的均匀密实性和抗裂性能.以“单位立方米混凝土最佳粗骨料用量”和“减水剂临界掺量”的新概念来指导混凝土的试配,以拌和水对净浆、净浆对砂子、砂浆对粗骨料的紧密堆积空隙的恰好或充分填充的思路,辅之以粉煤灰具有活性掺合料和微细填充料双重功能的新概念来指导混凝土配合比设计,可以大幅度提高混凝土特别是中、低强度混凝土的均匀密实性即抗渗性.建议:将GB50119标准中的水养龄期改为7 d,提高混凝土水中7 d、空气中35 d的限制膨胀率指标值,并且寻找出准确和可行的限制膨胀率检测方法,可以大幅度提高膨胀混凝土的抗裂性能。
The key to improve the durability of concrete is to improve the uniform compactness and crack resistance of concrete.The author believes that the new concepts of“the optimum amount of coarse aggregate for Concrete per cubic metre”and“the critical amount of water reducing agent”should be used to guide the trial mixing of concrete,and the idea of filling the voids of cement slurry with mixed water,sand with cement slurry,and coarse aggregate with mortar exactly or sufficiently,and the new concept of fly ash with dual functions of active admixture and micro-filler should be used to guide the design of concrete mix ratio.It can greatly improve the uniform compactness of concrete,especially the medium and low grade concrete,namely impermeability.In this paper,it is suggested that the water curing age in GB 50119 standard should be changed to 7 days,and the limited expansion rate index value of 7 days in water and 35 days in air should be increased,and an accurate and feasible method to detect the limited expansion rate should be found,which can greatly improve the crack resistance of expansive concrete.
作者
罗建成
周雨烟
宫长亮
周荣川
朱玉芹
LUO Jiancheng;ZHOU Yuyan;GONG Changliang;ZHOU Rongchuan;ZHU Yuqin(Jiangxi Building Materials Scientific Research and Design Institute,Nanchang 330001,China;Jilin Rongchuan Special Material Equipment Co.,Ltd.,Changchun 130000,China;China Northeast Municipal Engineering Design and Research Institute Co.,Ltd.,Changchun,130021,China)
出处
《混凝土》
CAS
北大核心
2019年第7期100-104,共5页
Concrete
关键词
混凝土耐久性
紧密堆积空隙
单位立方米混凝土最佳粗骨料用量
减水剂的临界掺量
单位立方米混凝土最低胶凝材料用量
混凝土微细填充料
混凝土收缩应力
极限拉伸变形值
concrete durability
compact accumulated voids
optimum amount of coarse aggregate for concrete per cubic metre
critical amount of water reducing agent
minimum amount of cementitious material per cubic meter of concrete
concrete micro-filler
shrinkage stress of concrete
ultimate tensile deformation value