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再生混凝土力学性能和收缩性能试验研究

侯永利 李晨霞 霍俊芳 吕笑岩

硅酸盐通报2017,Vol.36Issue(1):311-314,4.
硅酸盐通报2017,Vol.36Issue(1):311-314,4.

再生混凝土力学性能和收缩性能试验研究

Experimental Study on Mechanical and Shrinkage Properties of Recycled Aggregate Concrete

侯永利 1李晨霞 1霍俊芳 1吕笑岩1

作者信息

  • 1. 内蒙古工业大学,呼和浩特 010051
  • 折叠

摘要

Abstract

Mechanical property and shrinkage performance of recycled concrete compared with the natural concrete, which were made by conventional aggregate replacement method and equivalent volume mortar method. The results show that the change rule of the compressive strength of recycled concrete cube is basically the same as the ordinary concrete. The strength of different age of recycled concrete prepared by the conventional aggregate replacement method is lower than that of the other kinds of concrete. In the later period, the cubic compressive strength of recycled concrete made with the equivalent volume mortar method is increased obviously;the shrinkage of recycled concrete is increased along with the age of concrete. The 280 d shrinkage rate of recycled concrete prepared by the conventional aggregate replacement method is increased by 4 . 7%, while the shrinkage rate of recycled concrete prepared by equivalent volume mortar method is 10. 2% lower than that of ordinary concrete in 280 d.

关键词

再生混凝土/配合比/力学性能/收缩性能

Key words

recycled aggregate concrete/mix proportion/mechanical property/shrinkage property

分类

建筑与水利

引用本文复制引用

侯永利,李晨霞,霍俊芳,吕笑岩..再生混凝土力学性能和收缩性能试验研究[J].硅酸盐通报,2017,36(1):311-314,4.

基金项目

国家自然科学基金(11362013) (11362013)

硅酸盐通报

OA北大核心CSCDCSTPCD

1001-1625

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