硅酸盐通报2017，Vol.36Issue(5)：1486-1491,1498,7.
再生微粉砂浆抗压强度增长模型研究
Compressive Strength Growth Model of Recycled Concrete Powder Mortar
摘要
Abstract
The research was carried from the strength law of the water cement ratio law of cement base material: the ratio of the strength is equal to the water cement ratio of cement base material.The relation between the recycled powder mortar strength and cement dosage and curing age were experimentally established, on which cement and the diy curing agent LQ1 and LQ2 content were respectively researched in the recycled powder mortar.And the relation functions are got to describe the relationships.Then random experiments were adopted to inspect and correct relation validation curing agent LQ1, LQ2 solidified mortar.As a result, the effective prediction models of the recycled powder mortar strength increasing by LQ1, LQ2 cured are got.关键词
抗压强度/强度增长模型/水泥/固化剂Key words
compressive strength/strength growth model/cement/curing agent分类
建筑与水利引用本文复制引用
李琴,张春红..再生微粉砂浆抗压强度增长模型研究[J].硅酸盐通报,2017,36(5):1486-1491,1498,7.基金项目
国家自然科学基金(51403182) （51403182）
云南省教育厅科学研究基金(2014Y367,2015Y005) （2014Y367,2015Y005）
