摘要
研究了一次投料法、水泥裹石投料法、净浆裹石投料法三种不同的搅拌工艺,对于透水混凝土力学性能的影响,通过不同的第一次加水量研究,确定了二次搅拌投料工艺中最优的第一次加水量,实验表明采用二次搅拌投料工艺可以有效地提高透水混凝土的力学强度,以及通过改变宏观的投料行为,可以改变透水混凝土微观的界面黏结强度。
The three different mixing processes of one-feeding method,cement-wrapped stone-feeding method,and pure-stone-wrapping stone-feeding method were studied.Their effects on the mechanical properties of the permeable concrete were determined by different first-time water addition studies to determine the two-time mixing and feeding method.The optimal first-time amount of water was added.Experiments show that the secondary mixing and feeding process can effectively improve the mechanical strength of permeable concrete,and by changing the macroscopic feeding behavior,the microscopic interface interface bonding strength of permeable concrete can be changed.
作者
王宇
Yu Wang(Civil Engineering College,Chongqing Jiaotong University,Chongqing 400041,China)
出处
《青海交通科技》
2020年第3期93-97,共5页
Qinghai Transportation Science and Technology
关键词
透水混凝土
力学强度
搅拌工艺
permeable concrete
mechanical strength
mixing process