Influence of Some Soluble Polymer Admixtures on the Hydration and Strength Development of Portland Cement Pastes

H. Darweesh
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引用次数: 2

Abstract

Hardening of cement pastes modified with 1 % polymers as methyl cellulose (MC), hydroxyl ethyl cellulose (HEC) and polyvinyl alcohol acetate (PVAA) comprises cement hydration and polymer effect on physicochemical and mechanical features of the modified cement pastes. Results showed that the water/cement ratio and setting times largely declined with polymers, where the values of water of consistency are 28.55, 25.69, 25.12 and 24.95 %, respectively. The initial setting times are 142, 134, 133 and 132, while the final setting times are 190, 185, 183 and 181 min., respectively. The incorporating of these polymers improves and enhances the bound water contents, bulk density, and compressive strength at 90 days curing, where the bound water contents are 13.26, 14.55, 14.73 and 15.29 %, the bulk density are 2.0369, 2.0413, 2.0421 and 2.0563 g/cm3 and the compressive strength are 62.23, 64.13, 65.25 and 68,71 MPa, respectively. The apparent porosity gradually declined as 22.12, 21.36, 20,84 and 18,82 %, respectively. The free lime contents are also diminished as 7.55, 6.18, 6.65 and 4.61 %, respectively. The rate of hydration was retarded at early ages of hydrating, while was improved and enhanced at the later ages. The obtained results are confirmed with Isothermal Calorimetry, thermal analysis, and FT-IR spectra. Despite the early reduction of the hydration reactions, a higher grade of hydration is observed after 90 days of hydration for the modified cement pastes according to the better dispersion of the cement grains during mixing and casting.
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一些可溶聚合物外加剂对硅酸盐水泥浆体水化和强度发展的影响
1%聚合物甲基纤维素(MC)、羟乙基纤维素(HEC)和聚乙烯醇醋酸酯(ppvaa)改性水泥浆体的硬化包括水泥水化和聚合物对改性水泥浆体物理化学和力学特性的影响。结果表明:水灰比和凝结时间随聚合物的加入而显著降低,其中水稠度值分别为28.55%、25.69%、25.12%和24.95%;初凝时间分别为142、134、133、132 min,末凝时间分别为190、185、183、181 min。这些聚合物的掺入改善和提高了90天养护时的束缚水含量、容重和抗压强度,其中束缚水含量分别为13.26、14.55、14.73和15.29%,容重分别为2.0369、2.0413、2.0421和2.0563 g/cm3,抗压强度分别为62.23、64.13、65.25和68、71 MPa。表观孔隙度逐渐下降,分别为22.12%、21.36%、20%、84%和18.82%。游离石灰含量也降低了7.55%、6.18%、6.65%和4.61%。在水化初期,水化速率减慢,在水化后期,水化速率加快和增强。所得结果经等温量热法、热分析和红外光谱证实。尽管水化反应早期减弱,但由于水泥颗粒在搅拌和浇筑过程中分散性较好,在水化90天后,改性水泥浆体的水化等级较高。
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