Water-entrained cement-based materials I. Principles and theoretical background

被引:783
作者
Jensen, OM [1 ]
Hansen, PF [1 ]
机构
[1] Univ Aalborg, Dept Bldg Technol & Struct Engn, DK-9000 Aalborg, Denmark
关键词
curing; shrinkage; admixture; high-performance concrete; self-desiccation;
D O I
10.1016/S0008-8846(01)00463-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes a new concept for the prevention of self-desiccation in hardening cement-based materials. The concept consists of using fine: superabsorbent polymer (SAP) particles as a concrete admixture. This leads to water entrainment, i.e. the formation of water-filled macropore inclusions in the fresh concrete. Consequently, the pore structure is actively designed to control self-desiccation. In the paper, self-desiccation and water entrainment ar e described and discussed. The description is based on a reinterpretation of Powers' model for the phase distribution of a hydrating cement paste. The paper forms the first part of a series. In the second part, experimental observations will be presented. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:647 / 654
页数:8
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