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再生混凝土力学性能及耐久性试验研究

陈昌焰

江西建材Issue(10):20-22,3.
江西建材Issue(10):20-22,3.

再生混凝土力学性能及耐久性试验研究

Experimental Study on Mechanical Properties and Durability of Recycled Concrete

陈昌焰1

作者信息

  • 1. 福建省轻安工程建设有限公司,福建 福州 350003
  • 折叠

摘要

Abstract

The effects of curing age and waste material content on mechanical properties and durability of recycled concrete were studied in this paper.The results show that the compressive strength and splitting tensile strength of ordinary concrete and recycled concrete are positively correlated with curing age.The tensile and compressive strength of recycled concrete is lower than that of ordinary concrete,and the tensile and compressive strength of recycled concrete decreases with the increase of recycled material content.With the increase of recycled aggregate content,the chloride ion diffusion coefficient of recycled concrete increases and the permeability becomes worse.With the increase of curing age,the diffusion coefficient of chloride ion resistance gradually decreases,and the permeability resistance begins to increase.Under the water-cement ratio in this paper,the carbonization resistance of reclaimed concrete increases with the increase of curing age and the decrease of waste material content.

关键词

再生混凝土/力学性能/耐久性能

Key words

Recycled concrete/Mechanical properties/Durability

分类

建筑与水利

引用本文复制引用

陈昌焰..再生混凝土力学性能及耐久性试验研究[J].江西建材,2023,(10):20-22,3.

江西建材

1006-2890

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