V. Sasnauskas, Š. Liuiza, D. Vaičiukynienė, A. Kantautas
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引用次数: 0
摘要
研究了天然沸石斜沸石(Na, K, Ca) 2-3 Al 3 (Al, Si) 2 Si 13 O 36·12h2o对硅酸盐水泥浆体、砂浆和混凝土试样力学性能和强度的影响。合并0;5;在波特兰水泥浆(W/C = 0.38)、水固比砂浆试件(W/C = 0.44)和混凝土混合料试件(W/C = 0.57)中加入7、10%(重量比)的斜发沸石,室温固化3、7、14、28天。通过测量硬化试样的弯曲强度和抗压强度来确定其力学性能。采用x射线衍射仪(XRD)对硅酸盐水泥混合料试样的水化产物进行了分析,对天然沸石斜沸石进行了差热分析(DTA)和热重分析(TGA)。在试验条件下,水化硬化后28天的水泥浆体中掺入10%的天然沸石,其抗压强度最高。可以认为,天然沸石(斜沸石)的火山灰性质不是立竿见影的,而是在水化28天后才显现出来。砂浆试样的抗弯抗压强度与沸石替代含量无关。利用天然沸石(斜沸石),在混凝土中高达5%的斜沸石可以代替水泥而不改变混凝土制品的力学性能,从而达到经济效益。DOI: http://dx.doi.org/10.5755/j01.ct.64.2.6023
THE INFLUENCE OF CLINOPTILOLITE ON THE HYDRATION AND HARDENING OF PORTLAND CEMENT
Effects of the natural zeolite clinoptilolite (Na, K, Ca) 2-3 Al 3 (Al, Si) 2 Si 13 O 36 ·12H 2 O on the mechanical properties and strength of Portland cement paste, mortar, and concrete samples were investigated. Incorporation of 0; 5; 7 and 10 % (by weight) of the clinoptilolite in Portland cement paste (W/C = 0.38), mortar specimens using the water-solid ratio (W/C = 0.44) and concrete mixture specimens (W/C = 0.57) were cured at room temperature for 3, 7, 14 and 28 days. The mechanical properties were determined by measuring the bending and compressive strength of the hardened specimens of mixtures. The hydration products of Portland cement mixture specimens were analysed by using an X-ray diffractometer (XRD), the natural zeolite clinoptilolite with a differential thermal analysis DTA and thermogravimetric analysis (TGA). In the examined conditions after 28 days of hydration hardened cement paste samples with 10 % of the natural zeolite replacement had the highest compressive strength. It can be assumed that the natural zeolite ( clinoptilolite) pozzolanic properties are not immediate , but its apparent after 28 days of hydration . The bending and compressive strength of mortar samples does not depend on the zeolite replacement content. By using the natural zeolite ( clinoptilolite) the economic effect can be achieved because in concretes up to 5 % of clinoptilolite can be replaced the cement without changing mechanical properties of concrete products . DOI: http://dx.doi.org/10.5755/j01.ct.64.2.6023