期刊文献+

预湿火山石骨料对混凝土强度及收缩性能的影响

The influence of prewet volcanic aggregate on the strength and shrinkage performance of concrete
下载PDF
导出
摘要 分别采用腾冲火山石和石灰石作为骨料制备C30、C40两种强度等级的混凝土,对比研究了预湿前后火山石混凝土与石灰石混凝土拌合物性能、抗压强度及收缩性能。结果表明,通过适当增加减水剂掺量能使火山石混凝土获得较大的坍落度和扩展度;相同配合比下,火山石混凝土抗压强度要高于石灰石混凝土,早期自收缩、长期干燥收缩的收缩率较石灰石混凝土大,而通过预湿火山石骨料,在相当的工作性能下,可以有效减少火山石混凝土中减水剂用量,降低早期自收缩及长期干燥收缩。 In this paper,Tengchong volcanic rock and limestone are used as aggregates to prepare C30 and C40 concrete,and the performance,compressive strength and shrinkage of the mixture of volcanic rock concrete and limestone concrete before and after pre-wetting are compared.The results show that the volcanic rock concrete can achieve greater slump and expansion by properly increasing the amount of admixture.Under the same mix ratio,the compressive strength of volcanic rock is higher than that of limestone concrete,and the shrinkage rate of early autogenous shrinkage and long-term dry shrinkage is higher than that of limestone concrete.However,by pre-wetting the volcanic rock aggregate,under the same working performance,it can effectively reduce the amount of water reducing agent used in volcanic stone concrete,reduce early autogenous shrinkage and long-term dry shrinkage.
作者 王震 毛雯婷 黄晓敏 李昕成 赵孝华 段发军 党玉栋 WANG Zhen;MAO Wenting;HUANG Xiaomin;LI Xincheng;ZHAO Xiaohua;DUAN Fajun;DANG Yudong(School of Architecture and Planning,Yunnan University,Kunming 650500,China;Yunnan Provincial Key Laboratory of Building Structure and New Materials,Yunnan Institute of Building Research Co.Ltd.,Kunming 650223,China;Faculty of Civil Engineering and Mechanics,Kunming University of Science and Technology,Kunming 650500,China;Tengchong Shihong Environmental Protection Technology Co.Ltd,Tengchong 679100,China)
出处 《新型建筑材料》 2023年第10期17-21,共5页 New Building Materials
基金 云南省交通运输厅科技计划项目(云交科教便[2021]12号)。
关键词 火山石 抗压强度 自收缩 干燥收缩 volcanic stone compressive strength autogenous shrinkage drying shrinkage
  • 相关文献

参考文献15

二级参考文献120

共引文献105

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部