在细水泥基础上减少自收缩的高性能粘结剂

Martschuk
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引用次数: 0

摘要

由于低水灰比,高性能混凝土不仅具有高密度,而且由于“自干”而具有很大的化学收缩变形(自收缩)倾向。硅粉的加入使自收缩增大。理论计算表明,通常添加硅灰会导致总孔隙率的增加,从而导致粘结剂混合物的堆积密度的恶化,同时提高干粉的比表面积。另一方面,用优化后的细水泥替代水泥可以提高粘合剂的理论充填密度,尽管比表面积的增加幅度较小。对由细水泥制成的硬化水泥浆体的研究表明,这不仅导致更高的密度,而且降低了自收缩值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
High-Performance Binders with Reduced Autogenous Shrinkage on the Basis of Fine Cement
Because of their low water/cement ratio, high-performance concretes have not only a high density but also a great tendency to chemical shrinkage deformation (autogenous shrinkage) as a result of "self desiccation". The autogenous shrinkage increases if silica fume is added. Theoretical calculations show that the usual addition of silica fume leads to an increase in total porosity, and hence to a deterioration of the packing density of the binder mixture, while at the same time raising the specific surface area of the dry powder. On the other hand, replacement of cement by optimized fine cements improves the theoretical packing density in the binder, even though with a lower increase in the specific surface area. Investigations carried out on hardened cement paste made from fine cements have shown that this leads not only to higher density but also to lower autogenous shrinkage values.
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