混凝土与水泥制品
混凝土與水泥製品
혼응토여수니제품
CHINA CONCRETE AND CEMENT PRODUCTS
2013年
8期
9-12
,共4页
高性能混凝土%抗氯离子渗透性%电通量
高性能混凝土%抗氯離子滲透性%電通量
고성능혼응토%항록리자삼투성%전통량
High performance concrete%Anti-chloride ion penetration performance%Electric flux
应用A型复合掺合料(磨细钢渣粉:粉煤灰:硅灰=3:5:2)、B型复合掺合料(磨细钢渣粉:矿渣微粉:粉煤灰=1:2:1)配制复合型掺合料的高性能混凝土,通过电通量试验分析混凝土的抗氯离子渗透性能。结果表明,随着矿物掺合料掺量的增加,混凝土的抗氯离子渗透性能也随之明显提高;复掺A型掺合料混凝土的56d电通量均低于1000C,且当掺量小于30%时,其抗氯离子渗透性能显著优于复掺B型掺合料的混凝土;当掺量大于30%时,复掺B型掺合料混凝土的电通量降低速率高于复掺A型掺合料的混凝土。
應用A型複閤摻閤料(磨細鋼渣粉:粉煤灰:硅灰=3:5:2)、B型複閤摻閤料(磨細鋼渣粉:礦渣微粉:粉煤灰=1:2:1)配製複閤型摻閤料的高性能混凝土,通過電通量試驗分析混凝土的抗氯離子滲透性能。結果錶明,隨著礦物摻閤料摻量的增加,混凝土的抗氯離子滲透性能也隨之明顯提高;複摻A型摻閤料混凝土的56d電通量均低于1000C,且噹摻量小于30%時,其抗氯離子滲透性能顯著優于複摻B型摻閤料的混凝土;噹摻量大于30%時,複摻B型摻閤料混凝土的電通量降低速率高于複摻A型摻閤料的混凝土。
응용A형복합참합료(마세강사분:분매회:규회=3:5:2)、B형복합참합료(마세강사분:광사미분:분매회=1:2:1)배제복합형참합료적고성능혼응토,통과전통량시험분석혼응토적항록리자삼투성능。결과표명,수착광물참합료참량적증가,혼응토적항록리자삼투성능야수지명현제고;복참A형참합료혼응토적56d전통량균저우1000C,차당참량소우30%시,기항록리자삼투성능현저우우복참B형참합료적혼응토;당참량대우30%시,복참B형참합료혼응토적전통량강저속솔고우복참A형참합료적혼응토。
A study on the anti-chloride ion penetration performance of high-performance concrete is made through the electric flux test, and the high-performance concrete is made with A compound admixtures (steel slag: fly ash: silica fume=3:5:2) and B compound admixtures (steel slag:ground granulated blast furnace slag:fly ash=1:2:1). The results show that the anti-chloride ion penetration performance can be obviously improved with the increase of compound admixture amount;the anti-chloride ion penetration performance of concrete with A compound admixture is significantly better than the concrete with B compound admixture when the admixture amount is less than 30%, and the electric flux of concrete with A compound admixture is below 1000C when the concrete has been cured 56 days;the electric flux decreasing speed of concrete with B compound admixture is higher than the concrete with A compound admixture when the admixture amount is more than 30%.