长江科学院院报 ›› 2000, Vol. 17 ›› Issue (5): 15-18.

• 材料结构 • 上一篇    下一篇

流态混凝土的试验研究

 欧阳辉, 丁茜, 朱冠美   

  • 出版日期:2000-10-01 发布日期:2012-03-05

Experimental study on guss concrete

Yang-Hui , DING  Qian, ZHU  Guan-Mei   

  • Online:2000-10-01 Published:2012-03-05

摘要: 综合隔河岩水利枢纽工程和三峡工程流态砼的试验 研究成果,对国产常用几种塑化剂的掺用效果进行了比较,同时对流态砼的组成和物理力学性能作了阐述。试验表明:流态砼的组成与基准砼基本相似,凝结时间比基准砼延缓 4~6 h;抗压强度、弹性模量和极限拉伸值、干缩值均随龄期增长而增长等性能与基准砼基本相同。

关键词: 塑化剂, 流态砼, 抗压强度, 弹性模量, 极限, 拉伸, 干缩

Abstract:  This paper summarizes the experimental results of gu ss concrete used in Geheyan Water Conservancy Project and Three Gorges Project.T he effects of several common plastifiers made in China admixed into guss concre te are compared with each other.The composition of guss concrete,its physical an d mechanical properties are studied.It is concluded that its composition is basi cally similar to that of the reference concrete besides the necessity of adding plasticiser;the set time of guss concrete may be put off for 46 hours later th an that of the reference concrete ;its compression strength,elastic modulus,ulti mate elongation and dry shrinkage will increase with the increase of its age.