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Investigation on the corrosion resistance of bagasse-rice husk-wood ash blended cement concrete by impressed voltage

机译:外加电压研究蔗渣-稻壳-木灰混合水泥混凝土的耐蚀性

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摘要

In this study, the compressive strength, the durability to chloride penetration and the corrosion of concrete containing bagasse-rice husk-wood ash (BRWA) were tested. Normal strength concrete with water to binder ratio (w/b) of 0.45 and 0.60 were used. The Portland cement was partially replaced with BRWA at the dosage of 10% and 20% by weight of binder. For concrete with w/b of 0.60, the replacement level of 40% was also tested. The chloride penetration resistance of the concretes was evaluated using the measurement of non-steady state chloride diffusion coefficient by accelerated salt ponding. The accelerated corrosion test by impressed voltage (ACTIV) was also performed to verify the findings and to investigate the characteristics of corrosion in terms of the initial current, the time of initial crack, and the weight loss of embedded steel.From the experiment, it was found that the concrete with 20% BRWA had the highest gain of compressive strength at the ages ranging from 7 to 180 days. The results of the experiments of accelerated salt ponding were in good agreement and conformed with ACTIV. The increase of the incorporation of the BRWA reduced the chloride penetration. The diffusion coefficient was reduced by 30-40% and 65-70% for concrete containing 10% BRWA and 20% BRWA compared to control concrete. The results of ACTIV also indicated that the initial current and the weight loss of embedded steel reduced and the time of initial crack increased with the increase in the replacement level of BRWA.
机译:在这项研究中,测试了抗压强度,对氯化物渗透的耐久性以及含蔗渣-稻壳木灰(BRWA)的混凝土的腐蚀性能。使用水与粘结剂之比(w / b)为0.45和0.60的普通强度混凝土。波特兰水泥被BRWA部分取代,粘合剂用量为粘合剂的10%和20%。对于w / b为0.60的混凝土,还测试了40%的替代含量。混凝土的耐氯化物渗透性是通过加速盐池测量非稳态氯化物扩散系数来评估的。还通过外加电压(ACTIV)进行了加速腐蚀试验,以验证发现并从初始电流,初始开裂时间和包埋钢的重量损失方面研究腐蚀的特性。据发现,含有20%BRWA的混凝土在7到180天的使用期限内具有最高的抗压强度增益。加速盐池实验结果与ACTIV吻合良好。 BRWA掺入的增加减少了氯化物的渗透。与对照混凝土相比,含10%BRWA和20%BRWA的混凝土的扩散系数降低了30-40%和65-70%。 ACTIV的结果还表明,随BRWA置换量的增加,初始电流和预埋钢的重量损失减少,初始裂纹的时间增加。

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