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1)  green composite cement
绿色复合水泥
2)  green cement
绿色水泥
3)  composite cement
复合水泥
1.
Research on the composite cement with a large amount of mixed materials;
高掺量混合材复合水泥的研究
2.
The physical properties of cement composed of clinker,slag and fly ash will be different,since the proportion or fineness of composition of composite cement is changed.
熟料、矿渣、粉煤灰配制的复合水泥中各组分配比及细度不同对其物理性能的影响不一样。
3.
Setting time of composite cement is shorter,and strength is high.
详细分析了组成材料和化学成分对复合水泥凝结时间和强度的影响。
4)  composite Portland cement
复合水泥
1.
Study on strength synergistic effect of composite Portland cement with fly ash and slag;
粉煤灰矿渣复合水泥强度协同效应的研究
2.
High strength composite Portland cement made of a large amount of blast furnace slag, fly ash and limestone was obtained.
制备了 1种高掺矿渣、粉煤灰、石灰石的高强复合水泥 ,研究了粉磨方式、石膏品种与掺量、外加剂、矿渣与粉煤灰掺量比对复合水泥性能的影响及相应的混凝土的性能 。
3.
The activating effect of admixture on the early strength of composite portland cement was studied after using LD early strength admixture of β-naphthalene sulphonate and calcium sulfate compound.
通过使用以β-萘磺酸盐并复合硫酸钙的LD早强外加剂,研究外加剂对复合水泥早期强度的激发作用。
5)  Compound cement
复合水泥
1.
To develop few clinker high grade compound cement with utilization of industrial waste residue;
利用工业废渣研制少熟料高标号复合水泥
2.
The effect of components on the strength of compound cement are studied by orthogonal test method Under proper mix proportion conditions,the compound cement strength is higher than portland cement The range of optimum mix proportion: w (lime)=2 1%~2 4%; m (steel slag)∶ m (fly ash)=10∶10~14∶14; w (pumice)=8%~12%; w (gypsum)=4%~6%; w (slag)=15%~19
利用正交实验设计方法对复合水泥中各组分对强度的影响进行了研究,结果表明,在适当配比条件下,复合水泥的强度高于硅酸盐水泥型水泥,最佳配比范围为:w(石灰)=21%~24%;m(钢渣)∶m(粉煤灰)=10∶10~14∶14;w(沸石)=8%~12%;w(石膏)=4%~6%;w(矿渣)=15%~19
6)  ecolcement
绿色生态水泥
1.
In this paper,ferromanganese slag and ore slag powder are used to produce ecolcement.
本文对锰铁合金渣和矿渣微粉混掺用于绿色生态水泥进行了研究,通过XRD和SEM分析水化产物表明,随着锰铁合金渣掺入量的提高,水泥水化延迟,但在水泥水化后期锰铁合金渣活性完全发挥出来后,掺加40%锰渣的水泥强度和结构与其它水泥相比差别不大。
补充资料:玻璃纤维增强水泥复合材料
分子式:
CAS号:

性质:GRC  由玻璃纤维与水泥砂浆所组成的复合材料。一般使用耐碱玻璃纤维,这种纤维含有一定含量(14%~20%)的氧化锆(ZrO2),其抗碱性优于普通玻璃纤维。此种复合材料与未增强的水泥砂浆相比,拉伸极限强度可提高2~3倍,抗弯极限强度可提高3~4倍,韧性可提高15~20倍。主要用以制作大尺寸的墙板、屋面板、波瓦、阳台栏板、管子与永久性模板等。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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