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模拟海砂混凝土氯离子渗透性试验研究
引用本文:黄华县,欧阳东,蔡瑞环,范圆圆. 模拟海砂混凝土氯离子渗透性试验研究[J]. 混凝土, 2007, 0(3): 22-24
作者姓名:黄华县  欧阳东  蔡瑞环  范圆圆
作者单位:暨南大学,力学与土木工程系,广东,广州,510632
摘    要:通过将河砂浸泡在氯化钠溶液中来模拟海砂,制成混凝土砂浆,测定其抗折强度、抗压强度和氯离子扩散系数,得出试验结论:经过氯化钠溶液浸泡的砂子制成的砂浆3、28、90d强度略有降低;抗渗性能基本上都有不同程度的提高;对于同一试块,经过一次测量后,养护到一定龄期,再次测量时,氯离子抗渗性能比同一龄期的首次测量要好的多.

关 键 词:海砂  渗透性  氯离子扩散系数  耐久性  NEL法  模拟  海砂  混凝土  氯离子抗渗  渗透性试验  研究  concrete  sand  permeability  chloride ion  study  性能比  一次测量  养护  试块  程度  抗渗性能  抗压强度  砂子  氯离子扩散系数
文章编号:1002-3550-(2007)03-0022-03
修稿时间:2006-12-04

Experimental study on stimulating chloride ion permeability of sea sand concrete
HUAN Hua-xian,OUYANG Dong,CAI Rui-huan,FAN Yuan-yuan. Experimental study on stimulating chloride ion permeability of sea sand concrete[J]. Concrete, 2007, 0(3): 22-24
Authors:HUAN Hua-xian  OUYANG Dong  CAI Rui-huan  FAN Yuan-yuan
Affiliation:Department of Mechanics and Civil Engineering o f Jinan University, Guangzhou 510632, China
Abstract:To simulate sea sands,river sands were dipped in NaCl solution,from which grout of concrete were made.Measure the strength of distortion,strength of compression,diffusing parameters of chloride ion and the results could be obtained:grout made from the NaCl solution decrease its strength a little after 3,28 and 90d;impervious behavior,oppositely,would be improved with different degrees;As for any concrete sample,impervious behavior would largely improved after certain age compared with the first measurement.
Keywords:sea sand  permeability  chloride ion diffusion coefficient  durability  NEL method
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