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SAP对高水胶比混凝土塑性开裂的影响 被引量:10

Effects of SAP on the Plastic Shrinkage Cracking of Concrete of High Water-Binder Ratio
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摘要 针对高水胶比混凝土早期开裂严重影响混凝土耐久性能的问题,研究了掺量(质量分数)为0.2%,0.3%和0.4%的高吸水性树脂(SAP)对高水胶比(质量比0.5)混凝土特定状态下的早期抗裂性能、力学性能和体积稳定性能的影响,并结合水分蒸发试验,研究了掺入SAP后混凝土的失水规律.结果表明:掺入SAP后,可显著提高高水胶比混凝土的早期抗裂性能,SAP掺量为0.2%,0.3%和0.4%的混凝土早期开裂面积分别降低了81%,88%和98%,SAP的掺入能够明显减缓混凝土的水分挥发,抑制其体积收缩,并且不会对混凝土的力学强度造成较大的负面影响. Early age cracking of high water-binder ratio concrete seriously affected the durability of con- crete. The effects of super absorbent polymer(SAP) particles(mass fractions are 0.2% ,0. 30%,0.40%) on the early cracking resistance, mechanical properties and volume stability of concrete of high water-binder ratio(mw/mB =0. 5) were investigated. Water losing regularity of concrete was also studied by using evap- oration experiment. The results show that SAP can effectively improve the early cracking resistance of the high water-binder ratio concrete. When the mass fraction of SAP were 0.2 %, 0.3% and 0.4 %, the areas of early age cracking of concrete are reduced by 81%, 88% and 98% respectively. Addition of SAP can significantly reduce water evaporation of concrete, inhibit its volume shrinkage, and does not decrease its mechanical strength.
出处 《建筑材料学报》 EI CAS CSCD 北大核心 2015年第2期190-194,共5页 Journal of Building Materials
基金 "十二五"国家科技支撑计划项目(2012BAC15B04) 国家自然科学基金资助项目(51172173)
关键词 高吸水性树脂 塑性开裂 平板法 早期收缩 super absorbent polymer(SAP) plastic shrinkage cracking slab test early shrinkage
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  • 1王建国,林江,朱宏伟.抗裂混凝土与NYCON增韧纤维[J].混凝土与水泥制品,1994(6):41-43. 被引量:7
  • 2JENSEN O M, HANSEN P F. Water entrained cement-based materials(Ⅱ): Experimental observations [J]. Cement Con- crete,2002,32(6) :973-978.
  • 3REINHARDT H W, ASSMANN A, MONNIG S. Super ab- sorbent polymers(SAPS)-An admixture to increase the dura- bility of concrete[C]//lst International Conference on Micro- structure Related Durability of Cementitious Composites. Nan-jing,[s.n.],2008.
  • 4吴中伟.混凝土科学技术近期发展方向的探讨.硅酸盐学报,1979,7(3):262-270.
  • 5MEHTA P K, MONTEIR0 P J M. Concrete microstructure, properties, and materials[J]. 3rd ed. [ s. 1. ]: McGraw-Hill, 2008 : 120-126.
  • 6MINDESS S,YOUNG J F,DARWIN D. Concrete[M]. 2nd ed. Engelwood Cliffs: New Jersey Prentice Hall, 2003 : 148-153.
  • 7A dam Neville,Piere-Claude Aitcin.High performance concrete-An overview.Materials and Structures Vol 31,Mars 1998,pp111-117.
  • 8Paul P.Kraai.A proposed test to determine the cracking potential due to drying shrinkage of concrete Concrete Construction.September 1985,pp775-778.
  • 9Isabel Padron,Ronald F.Zollo.Effect of syntheticfibers on volume stability and cracking of portland cement concrete and mortar,ACI Materials Journal,V 87 No.4,July-August 1990,pp327-332.
  • 10A.Nanni,D.A.Ludwig,M.T.Mcgills.Plastic shrinkage cracking of restrained fiber-reinforced concrete.Transportation research record 1382,1991,pp69-72.

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