首页> 外文会议>International RILEM workshop on frost resistance of concrete >FROST DILATATION AND PORE SYSTEM OF HARDENED CEMENT PASTE UNDER DIFFERENT STORAGE CONDITIONS
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FROST DILATATION AND PORE SYSTEM OF HARDENED CEMENT PASTE UNDER DIFFERENT STORAGE CONDITIONS

机译:不同储存条件下硬化水泥浆料的霜膨胀和孔隙系统

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Expansion as a result of ice formation and contraction due to the micro-ice-lens model and frost shrinkage were observed in hardened cement paste and concrete. By changing the storage conditions and the water cement ratio both effects have been studied with the measurement of thermal expansion of small specimens of hardened cement paste. The change of pore-size distribution by mercury porosimetry and the calorimetric data by differential scanning calorimetry are given as well. Apparently, already a change from under water storage to the storage at 100 % r.h. in air leads to sufficient empty space so that the 9 % of ice expansion is no more detected. One possible explanation for this is the formation of empty pores space by chemical shrinkage during hydration. With the experiments the predictions of the micro-ice-lens model are clearly proved.
机译:由于微冰透镜模型引起的冰形成和收缩的膨胀,在硬化水泥浆料和混凝土中观察到霜冻收缩。通过改变储存条件和水水泥比,已经通过测量硬化水泥浆料的小标本的热膨胀来研究了两种效果。还给出了汞孔隙测定法的孔径分布的变化和差示扫描量热法的热量数据。显然,已经在100%R.H中储存到储存下的变化。在空气中导致足够的空空间,以便不再检测到9%的冰膨胀。对此的一种可能解释是通过水合过程中的化学收缩形成空孔隙空间。通过实验,清楚地证明了微冰透镜模型的预测。

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