固化剂对恒水胶比混凝土试样毛细吸力和孔隙率的影响

IF 0.7 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Nicholas Trussell, Rolands Cepurītis, S. Jacobsen
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引用次数: 0

摘要

摘要为了保证湿喷混凝土的快速凝结,在喷头处加入无碱凝结剂。促进剂影响喷射混凝土的强度发展、孔隙率和输送性能,从而影响混凝土的耐久性。我们开发了一种方法,用不同的加速剂剂量铸造样品,以测量加速剂对孔隙率的影响,但每种加速剂剂量的有效水/粘合剂比恒定为0.45。用有效粘结剂质量的0、2、4、6、8和10%的固定促进剂剂量浇筑6柱混凝土。在快速硬化发生之前,实现了高和易性的混合,尽管这种高和易性导致了一些骨料在圆柱体中的沉降。采用毛细吸力法测定硬化混凝土干燥试样的孔隙率,并进行宏观孔隙压力饱和(PF试验)。固溶促进剂用量越大,试样的吸力孔隙率越大,毛细吸力速率越高。使用修正的Powers方程计算出掺入促进剂后混凝土的水化程度值非常低,说明该方程不适用于掺入促进剂后的混凝土,因为不同水化产物导致加速基质的吸力孔隙率更高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Set Accelerator on Capillary Suction and Porosity of Concrete – Cast Samples with Constant Water/Binder Ratio
Abstract Alkali-free set accelerators are added at the nozzle to ensure rapid set of wet sprayed concrete. The accelerator affects the strength development, porosity and transport properties, and hence the durability, of the sprayed concrete. We developed a method to cast samples with varying set accelerator doses to measure the effect of the accelerator on porosity, but with a constant effective water/binder ratio of 0.45 for each accelerator dose. Six cylinders of concrete were cast with set accelerator doses of 0, 2, 4, 6, 8 and 10 % of effective binder mass. High workability was achieved to enable mixing before rapid stiffening occurred, though this high workability led to some aggregate settlement in the cylinders. Porosity was measured by capillary suction on dried specimens of hardened concrete and subsequent pressure saturation of macro pores (PF test). The samples cast with higher doses of set accelerator had higher suction porosities and higher rates of capillary suction. Using a modified Powers equation gave very low calculated degree of hydration values for concrete with set accelerator, indicating that the equation is not applicable for concrete with set accelerators, due to the higher suction porosity in accelerated matrices, caused by different hydration products.
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来源期刊
Nordic Concrete Research
Nordic Concrete Research CONSTRUCTION & BUILDING TECHNOLOGY-
自引率
20.00%
发文量
8
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