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矿物掺合料对水泥砂浆硫酸盐侵蚀的影响及机理 被引量:14

Effects and mechanisms of mineral admixtures on sulfate attack of cement mortars
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摘要 通过对20℃时5%Na2SO4溶液浸泡的各砂浆试件进行外观观察、强度测试以及矿物成分分析,研究了粉煤灰、矿粉、钢渣单掺及其复掺对水泥砂浆抗硫酸盐侵蚀性能的影响。研究结果表明:加入矿物掺合料降低了试件的胶凝材料中的C3A含量,其火山灰反应消耗了大量的水化产物Ca(OH)2,且提高了试件的密实度,对硫酸盐侵蚀具有明显的预防缓解作用;各矿物掺合料的抗硫酸盐侵蚀效果由优到劣依次为:30%粉煤灰,30%粉煤灰+30%矿粉,60%矿粉,30%钢渣+30%矿粉,30%钢渣>30%矿粉,空白样。 The appearance observation, strength test as well as mineral composition analysis towards various mortars dipped in 5%Na2SO4 solution at 20℃ were carried out, and the functions of single or duplicate mixes of fly ash, slag and steel slag towards anti - sulfate corrodes were studied. The results show that the mineral admixtures can reduce C3A quantity in the cement material, and the pozzolanic reaction can consume lots of hydration product - Ca( OH)2, Which makes specimens close -grained, has obvious prevention function towards the sulfate corrosion. The anti - sulfate corrosion effects of various mineral admixtures from finer to poorer in turn are as follows : 30% fly ash, 30%fly ash + 30%slag, 60%slag, 30%steel slag+ 30%slag, 30%steel slag, 30% slag, the blank type.
出处 《铁道科学与工程学报》 CAS CSCD 北大核心 2006年第6期46-49,共4页 Journal of Railway Science and Engineering
基金 国家"863"计划项目(2005AA332010)
关键词 水泥砂浆 硫酸盐侵蚀 矿物掺合料 cement mortars sulfate attack mineral admixtures
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  • 1马保国,高小建,何忠茂,董荣珍.混凝土在SO_4^(2-)和CO_3^(2-)共同存在下的腐蚀破坏[J].硅酸盐学报,2004,32(10):1219-1224. 被引量:47
  • 2Langley W S,Carette G G,Malhotra V M.Structural Concrete Incorporating High Volumes of ASTM Class F Fly Ash [J].ACI Material Journal,1989,86:507~514.
  • 3Horiuchi S,Kawaguchi M,Yasuhara K.Effective Use of FlyAsh Slurry as Fill Material [J].Journal of Hazardous Materials,2000,76:301~337.
  • 4Shi Caijun,Day Robert L.Acceleration of the Reactivity of Fly Ash by Chemical Activation[J].Cement and Concrete Research,1995,25:15~21.
  • 5Qian Jueshi,Shi Caijun,Wang Zhi.Activation of Blended Cements Containing Fly Ash[J].Cement and Concrete Research,2001,31:1121~1127.
  • 6Lam L,Poon C S,Wong Y L.Degree of Hydration and Gel/Space Ratio of Highvolume Fly Ash/Cement System[J].Cement and Concrete Research,2000,30:747~756.
  • 7[1]HAMMER T A,SELLEVOLD E J.Frost resistance of high strength concrete [A].In: High-Strength Concrete: Second International Symposium[C],Detroit,Michigan,USA,ACI SP- 121,1990.457-488.
  • 8[2]AITCIN P C,PIGEON M,PLEAU R,et al.Freezing and thawing durability of high performance concrete[A].In: Proceedings of the International Symposium on High Performance Concrete and Reactive Powder Concretes [C].Vol 4,Sherbrooke,Qelebec:Concrete Canada,1998.383-391.
  • 9[3]AITCIN P C.The durability characteristics of high performance concrete: a review[J].Cem Concr Compos,2003,25 (4-5) :409-420.
  • 10Freyburg E,Berninger A M.Field experiences in concrete deteriora-tion by thaumasite formation:possibilities and problems in thau-masite analysis[J].Cem.Concr.Compos.,2003,25(8):1105~1110.

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