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减缩剂的性能研究
引用本文:雷爱中,陈改新,王秀军,宋保洪,曹建国,纪国晋. 减缩剂的性能研究[J]. 水力发电学报, 2005, 24(4): 16-20
作者姓名:雷爱中  陈改新  王秀军  宋保洪  曹建国  纪国晋
作者单位:中国水利水电科学研究院结构材料所,北京,100038;北京理工大学,北京,100081;中国水利水电科学研究院结构材料所,北京,100038
摘    要:为了减少大体积混凝土和抗冲磨混凝土的裂缝,本文作者进行了减缩剂的开发研究,发现混凝土如果掺加减缩剂,其干缩率将有显著的降低。在掺加减缩剂2%时,混凝土的干缩率可降低40%以上,混凝土的极限拉伸值、抗拉强度略有降低,其自生体积变形为正值,由收缩型变为微膨胀型混凝土。由抗裂性分析结果表明,减缩剂可明显提高混凝土的抗裂系数,有利于防止混凝土开裂。

关 键 词:水工混凝土  减缩剂  自生体积变形  干缩
收稿时间:2004-03-22
修稿时间:2004-03-22

Study of shrinkage-reducing agent
LEI Aizhong,CHEN Gaixin,WANG Xiujun,SONG Baohong,CAO Jianguo,JI Guojin. Study of shrinkage-reducing agent[J]. Journal of Hydroelectric Engineering, 2005, 24(4): 16-20
Authors:LEI Aizhong  CHEN Gaixin  WANG Xiujun  SONG Baohong  CAO Jianguo  JI Guojin
Abstract:In order to reduce the crack in the mass concrete and abrasion-resistant concrete, a program of shrinkage-reducing agent(SRA) is carried out, it is found that the drying shrinkage of concrete mixing with the shrinkage-reducing agent will be remarkably falled. When the mix content of SRA is 2%, the drying shrinkage will be reduced more than 40%.The other performances, for example, extreme distortion value, will be reduced but its autogenous volume deformation is increased. The results of crack-resistant analysis is shown that the shrinkage-reducing agent can obviously improve the crack-resistant of concrete and prevent the crack of concrete.
Keywords:hydraulic concrete   shrinkage-reducing agent   autogenous volume deformation   drying shrinkage
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