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A MECHANISM OF AUTOGENOUS SHRINKAGE OF CEMENTITIOUS MATERIALS

机译:水泥材料自体收缩机制

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Recent concrete technology put a strong emphasis on so-called high-performance concrete with a low water-cement ratio. However, these high performance concretes have some problems. One of the problems is early-age cracking due to autogenous shrinkage. In this paper, the mechanisms of autogenous shrinkage of cement paste with different water-cement ratios are investigated in relation to both the combined water due to hydration of cement and the internal relative humidity of cement systems. As the results show, it seems that the effect of the water-cement ratio on autogenous shrinkage cannot be explained with the capillary tension effect. It may be closely related to the chemical potential of the solvent in cement systems, or there is also a possibility that it occurs due to the influence of the contraction of calcium silicate hydrate gel.
机译:最近的混凝土技术强调了具有低水泥比的所谓高性能混凝土。但是,这些高性能的混凝土有一些问题。其中一个问题是由于自体收缩引起的早期裂缝。在本文中,研究了不同水水泥比的水泥浆料的自生收缩机制,研究了与水泥水合和水泥系统的内部相对湿度的组合水。作为结果表明,毛细血管张力效应似乎不能解释水水柱比对自生收缩的影响。它可能与水泥系统中溶剂的化学电位密切相关,或者也可能由于硅酸钙水合物凝胶的收缩而发生的可能性。

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