摘要
为了确定混凝土的透水系数、最佳抗压强度和抗折强度及相应水灰比,提升透水混凝土的整体性能,使用体积法,在一定孔隙率下,4组混凝土水灰比分别为0.25、0.30、0.35和0.40,经过试验得到相应的力学强度,绘制相关曲线关系。实验结果表明,透水混凝土的整体性能由孔隙率和水灰比共同决定。得出在施工中应根据实际要求的抗折强度、抗压强度和透水系数,从而选定最佳水灰比。
To improve the overall performance of pervious concrete,the effect of water-cement ratio on the permeation coefficient,compressive strength and flexural strength was studied.The overall performance of pervious concrete with water-cement ratio of 0.25,0.3,0.35 and 0.4 was tested.It was found that the best water-cement ratio should be determined according to the requirement of compressive strength,flexural strength and permeability coefficient.
作者
刘宁宁
陈征征
LIU Ning-ning;CHEN Zheng-zheng(College of Resources and Civil Engineering,Suzhou University,Suzhou 234000,China)
出处
《辽东学院学报（自然科学版）》
CAS
2020年第2期118-121,共4页
Journal of Eastern Liaoning University:Natural Science Edition
基金
国家级大学生创新创业训练项目(201910379051)
宿州学院第十三届大学生科研项目(KYLXYBXM19-006)。
关键词
透水混凝土
目标孔隙率
配合比
抗压强度
抗折强度
pervious concrete
target porosity
water-cement ratio
compressive strength
flexural strength
