Question

建筑工程专业英语翻译 求高手！！

Corrosion Initiation Time
Fig. 3 shows the half-cell potential measurement records of 14% C3A
plain cement concrete along with the 10% and 20% microsilica-blended
cement concretes. The specimens were partially immersed in 5% NaC1
solution and to simulate chloride corrosion situations, where chlorides migrate
by diffusion to the steel-concrete interface from external-sources during
the service life of concrete structures. Table 1 shows the time to -270 mV
(SCE), which is taken as time to initiation of corrosion for the plain and
microsilica-blended cement concretes. These data show that both 10% and
20% microsilica-blended cement concretes performed threefold better, in
terms of corrosion initiation time, compared to plain cement concrete. Similar
results (Rasheeduzzafar et al. 1991) were obtained by the writers in

Answer 1

腐蚀起始时间
图。 3显示了半电池的14％C3A的潜力测量记录
随着普通水泥混凝土的10％和20％硅微粉混纺
水泥混凝土。部分的标本浸泡在5％的氯化钠
解决方案和模拟氯化物腐蚀的情况，其中氯化物迁移
扩散到从外部来源钢在混凝土界面
混凝土结构的使用寿命。表1显示的时间-270毫伏
（标准煤），这是随着时间的平原，并开始采取的腐蚀
硅微粉，复合水泥混凝土。这些数据表明，这两个10％和
20％硅微粉，复合水泥混凝土进行了三倍更好，
腐蚀起始时间上，比普通水泥混凝土。类似
结果（Rasheeduzzafar等。1991年），得到了作家