膨胀玻化微珠轻质砌筑砂浆配合比设计方法研究  

Study on mix design method of lightweight masonry mortar with expanded and vitrified beads as aggregates

作　　者：张国永 岑如军 董泽 李杰 ZHANG Guoyong;CEN Rujun;DONG Ze;LI Jie(Zhejiang Academy of Building Research&Design Co.Ltd.,Hangzhou 310012,China)

机构地区：[1]浙江省建筑科学设计研究院有限公司

出　　处：《新型建筑材料》2019年第9期123-125,150,共4页New Building Materials

基　　金：浙江省科技计划项目(2018F10069)

摘　　要：通过正交试验法研究了膨胀玻化微珠轻质砌筑砂浆性能影响因素。结果表明,水泥用量是影响轻质砌筑砂浆性能的主要因素,干密度能综合反映轻质砌筑砂浆的抗压强度、导热系数等主要性能。通过试验总结出了基于干密度的轻质砌筑砂浆配合比设计方法。The influence factors of the performance of lightweight masonry mortar with expanded and vitrified beads as aggregates are studied by orthogonal experiment.The results show that,cement content is the main factor affecting the performance of lightweight masonry mortar.And dry density can comprehensively reflect the main properties of lightweight masonry mortar,such as compressive strength and thermal conductivity.Finally,the mix design method of lightweight masonry mortar based on dry density is summarized.

关 键 词：轻质砌筑砂浆 膨胀玻化微珠 配合比设计方法 

分 类 号：TU111.4[建筑科学—建筑理论]