摘要
采用筒压强度为3.72 MPa的低品位全珊瑚骨料配制LC30与LC50混凝土,针对低品位全珊瑚骨料混凝土28 d抗压强度很难超过50 MPa的问题,开展了基于水胶比、骨料预湿和人工海水拌养的抗压强度提升技术研究。结果表明:珊瑚骨料混凝土抗压强度随水胶比减小先增后减,水胶比0.20为极限水胶比,此时混凝土抗压强度最高;预湿骨料对水胶比较大的LC30混凝土强度提升较小,对于低水胶比的LC50珊瑚骨料混凝土强度提升明显;海水拌养有利于珊瑚骨料混凝土早期强度增长,但对28 d强度没有显著影响。
LC30 and LC50 concrete were prepared with low-grade coral aggregate with a cylinder crushing strength of 3.72 MPa. Aiming at the problem that the 28 d compressive strength of low-grade coral aggregate concrete is difficult to exceed 50 MPa, the compressive strength improvement technology based on W/B, aggregate pre-wet and artificial seawater mixing is studied. The results show that the compressive strength of coral aggregate concrete first increases and then decreases with the decline of W/B and 0.20 is the limit of water-to-binder ratio with a highest compressive strength. The pre-wet aggregate has less influence on strength improvement for LC30 coral aggregate concrete with larger W/B, while the strength of LC50 coral aggregate concrete with low W/B is obviously improved. Artificial seawater mixing is beneficial to the early strength growth of coral aggregate concrete, but has no significant effect on 28 d compressive strength.
作者
周文
周永祥
宋普涛
王祖琦
王晶
冯鹏
ZHOU Wen;ZHOU Yong-xiang;SONG Pu-tao;WNAG Zu-qi;WANG Jing;FENG Peng
出处
《混凝土与水泥制品》
北大核心
2019年第4期1-3,共3页
China Concrete and Cement Products
基金
"十三五"国家重点研发计划资助项目(2016YFC0701000)
关键词
低品位全珊瑚骨料混凝土
强度提升技术
极限水胶比
骨料预湿
海水拌养
Low-grade coral aggregate concrete
Strength improvement technology
Limit water-to-binder ratio
Aggregate pre-wetting
Artificial seawater mixing