摘要
研究了抗裂剂对低胶材自密实混凝土工作性能、力学性能、干缩性能及耐久性能的影响,结果表明,抗裂剂的掺入对低胶材自密实混凝土的工作性能影响较小,但较未掺抗裂剂时,28 d劈拉强度与拉压比分别提高了9.8%、11.7%,28、60 d干缩率分别降低了52.6%、45.1%,相对渗透性系数则降低了69%,56 d氯离子扩散系数降低了33.1%。
The effects of anti-cracking agent on the working performance, strength performance, dry shrinkage performance and durability of self-compacting concrete with low adhesive material were studied. The results showed that the effect of anti-cracking agent on the working performance of self-compacting concrete with low adhesive material was small,but the 28 days splitting strength and tension-compression ratio increased by 9.8% and 11.7%, respectively. At 28 and 60 days,the shrinkage rate was reduced by 52.6% and 45.1%,the relative permeability coefficient was reduced by 69%,and the chloride diffusion coefficient at 56 days was reduced by 33.1%.
作者
饶志刚
温金保
祝烨然
夏强
唐修生
杜志芹
刘兴荣
RAO Zhigang;WEN Jinbao;ZHU Yeran;XIA Qiang;TANG Xiusheng;DU Zhiqin;LIU Xingrong(Changzhou Port and Waterway Development Center,Changzhou 213000,China;Nanjing Hydraulic Research Institute,Nanjing 210029,China;Nanjing R&D Hi-Tech Co.Ltd.,Nanjing 210024,China;Research Center on New Materials in Hydraulic Structures of Ministry of Water Resources,Nanjing 210024,China)
出处
《新型建筑材料》
2022年第10期98-101,共4页
New Building Materials
关键词
抗裂剂
低胶材自密实混凝土
干燥收缩
相对渗透性系数
氯离子扩散系数
anti-cracking agent
self-compacting concrete in low amount cementitious materials
drying shrinkage
relative permeability coefficient
chloride diffusion coefficient