摘要
结合工程实例对C70混凝土弹性模量进行了试验研究,分析了混凝土配合比设计阶段、工字梁预制阶段的弹性模量的变化规律,探讨了同条件养护试件弹性模量和工字梁实体弹性模量的关系、工字梁放张时的弹性模量与同条件养护试件抗压强度的关系。
Based on the engineering practice, the elastic modulus of C70 concrete was experimentally studied. The change rule of elastic modulus at the stages of concrete proportioning design and I-beam precast was analyzed. The relationship of the elastic modulus between the curing specimen under the same condition and the solid I-beam, and the relationship between the elastic modulus of I-beam and the compressive strength of curing specimen under the same condition were discussed.
作者
何国太
张宏宇
HE Guo-tai;ZHANG Hong-yu(Shanxi Jiaoke Highway Engineering Consulting Supervision Co.,Ltd.,Taiyuan,Shanxi 030006,China;Shanxi Transportation Construction Engineering Quality Detection Center(Co.,Ltd.),Taiyuan,Shanxi 030006,China)
出处
《山西交通科技》
2020年第3期23-25,共3页
Shanxi Science & Technology of Transportation
关键词
C70
弹性模量
试验研究
C70
elastic modulus
experimental study