The Antifreeze Critical Strength of Low-temperature Concrete Effected by Index

被引:0
|
作者
刘军 [1 ]
机构
[1] School of Material Science and Engineering,Shenyang Jianzhu University
基金
国科技部“十一五”科技计划项目;
关键词
guaranteed rate of compressive strength; guaranteed rate of antifreeze performance; antifreeze critical strength; once freeze under air environment;
D O I
暂无
中图分类号
TU528 [混凝土及混凝土制品];
学科分类号
0805 ; 080502 ; 081304 ;
摘要
The antifreeze critical strength and the pre-curing time of low-temperature concrete were studied by means of guaranteed rate of compressive strength and antifreeze performance for the structural safety requirement of concrete engineering,suffering once freeze damage under air environment.It is shown that the antifreeze critical strength is 3.7-4.4MPa,pre-curing time is 18-32 h by guaranteed rate of compressive strength,and the antifreeze critical strength is 3.7-4.4MPa,pre-curing time is 18-32 h by guaranteed rate of antifreeze performance.It can be found that the method of guaranteed rate of compressive strength is sensitive to the defect which generated by freeze damage in the concrete interior.The method is fit to evaluate the antifreeze critical strength of low-temperature concrete.
引用
收藏
页码:355 / 360
页数:6
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