2、

The results indicate that ARH reduction of concrete increases with the decrease of m ( w)/ m ( b) and the increase of paste volume content as well.

研究表明,不同龄期下混凝土的ARH下降均随着m(w)/m(b)的减小而增大。混凝土中浆体体积含量越高,ARH下降越大。

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3、

The extent to the effect of types and content of mineral admixtures on ARH reduction of concrete resulting from self-desiccation can be reflected by the parameter of the effective water to binder ratio r_e effectively.

有效水胶比re可有效地反映不同龄期下矿物掺和料种类和掺量等变量对混凝土自干燥效应的影响程度。

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4、

The reduction of ARH varies also with the different influences on the ratio and process of hydration of concrete with different mineral blends.

不同矿物掺合料因对混凝土水化进程与速率的影响不同,ARH下降也不同。

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5、

The ARH change laws of concrete with water to binder ratio lower than 0.4 can be expressed with a non-linear equation.

水胶比小于0.4的混凝土其自身相对湿度变化规律可用非线性方程表征。

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6、

Combined Addition of New Deodorant and Powdered Activated Carbon for Removing Undesirable Odor from Water Body There is significant linear correlation between ARH change and AS of concrete with different w/ cm, paste volume content and the combined addition of SF and GBFS.

新型除臭剂与活性炭联合投加去除水体异臭味不同水胶比、浆体体积含量以及复掺硅灰与磨细矿渣粉混凝土的ARH变化与相应的AS大小均具有非常显著的线性相关性。

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