期刊文献+

Al掺量对CaO-SiO_2-H_2O蒸压体系抗压强度的影响及机理分析

The Influence and Mechanism of Aluminum Incorporation on the Compressive Strength of CaO-SiO_2-H_2O Autoclaving System
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摘要 CaO-SiO2-H2O蒸压体系产物是加气混凝土抗压强度的主要来源,本文利用XRD和综合热分析研究了不同Al掺量下CaO-SiO2-H2O蒸压体系产物组成与抗压强度的关系。结果表明:Al掺量较小时对CaO-SiO2-H2O蒸压体系的抗压强度和产物组成几乎无影响,而Al/(Al+Si)摩尔比>0.06时,随Al掺量的增大,体系抗压强度逐渐降低,产物中托勃莫来石的量减少,生成的水榴石的量逐渐增加,且Al的掺入对钙硅反应产生抑制。 the products of CaO-SiO2-H2O autoclaving system are the mainly source of compressive strength in the autoclaved aerated concrete, the relationship between the phase compositions and compressive strength of the CaO- Si02-H2O autoclaving system was investigated by XRD and comprehensive thermal analysis in this study. The results reveal that small aluminum addition has almost no influence on the phase compositions and compressive strength, while when Al/(Al+Si) molar ratio〉0.06, the compressive strength decreases, the content of tobermorite increases and more hydrogarnet forms for more aluminum incorporation. Thus the reaction between CaO and SiO2 is retarded in this case.
出处 《广州建筑》 2015年第5期30-33,共4页 GUANGZHOU ARCHITECTURE
基金 国家十二五科技支撑计划(2012BAJ20B01-03) 广东省重大科技专项(2013A011401008) 国家自然科学基金项目(51208209)
关键词 蒸压加气混凝土 托勃莫来石 水榴石 抗压强度 autoclaved aerated concrete tobermorite hydrogarnet compressive strength
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  • 1朱国梁,周小强,张国峰.蒸压加气混凝土砌块的应用[J].新型建筑材料,1996,23(4):34-36. 被引量:8
  • 2王绍东,硅酸盐建筑制品,1989年,1期,44页 被引量:1
  • 3王绍东,硅酸盐建筑制品,1988年,3期,43页 被引量:1
  • 4Schoch Torsten. New Insights Regarding Sound Protection with Autoclaved Aerated Concrete[J].Concrete Precasting Plant and Technology, 2004, 70(2):136~137. 被引量:1
  • 5Hulya K, Thomas C.Micro-structural Investigations of Naturally and Artificially Weathered Autoclaved Aerated Concrete[J].Cement and Concrete Research, 2003,33(9):1423~1432. 被引量:1
  • 6Narayanan K.Structure and Properties of Aerated Concrete:A Review[J].Cement and Concrete Research,2000,22:321-329. 被引量:1
  • 7David Z Yankelevsky,Itzhak Avnon.Autoclaved Aerated Concrete Behavior Under Explosive Action[J].Construction and Building Material,1998(12):359-361. 被引量:1
  • 8Kropp J,Hilsdorf H K.Performance Criteria for Concrete Durability[M].London:E & FN Spon & Hall,1995. 被引量:1
  • 9Nicos S,Martys,Chiara E Ferraris.Capillary Transport in Mortars and Concrete[J].Cement and Concrete Research,1997,27(5):747-760. 被引量:1
  • 10Hall C.Water Sorptivity of Mortars and Concretes:A Review[J].Bldg Env,1989,147:51-61. 被引量:1

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