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预拌混凝土早期极限拉应变试验研究*
李晓芬1,陈萌2,刘立新2
摘 要

 

 (1 中原工学院建筑工程学院,郑州 4500072 郑州大学土木工程学院,郑州 450002)

摘要]为较精确得到预拌混凝土早期极限拉应变,利用自行设计制作的轴心抗拉试验装置解决了试件对中困难的问题。对工程中常用的3个强度等级(C20C40C60)的混凝土进行4个龄期(371428d)的试验研究。研究得出了预拌混凝土早期极限拉应变,并和已有数据进行对比分析;拟合出预拌混凝土早期极限拉应变随龄期的变化规律;得到预拌混凝土早期极限拉应变和立方体抗压、轴心抗拉强度以及抗拉弹性模量的关系。利用文中公式可估算出预拌混凝土早期极限拉应变,为有关技术人员和混凝土规范中关于耐久性的修订提供参考。

关键词]预拌混凝土; 极限拉应变; 早期

中图分类号:TU528.01      文献标识码:A      文章编号:1002-848X(2014)11-0090-04

Experimental research on the ultimate tensile strain of premixed concrete at early-age

Li Xiaofen1, Chen Meng2, Liu Lixin2

 (1 School of Architectural Engineering, Zhongyuan University of Technology, Zhengzhou 450007, China; 2 School of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China)

Abstract: To get the precise tensile strain of premixed concrete at early-age, the difficulty of specimen centering was solved by the self-designed axial tension experimental apparatus. The experiment was performed on three different strength grades concrete of C20, C40 and C60 at four ages of 3, 7, 14 and 28 days. The ultimate tensile strain at early-age of the premixed concrete was obtained and compared with the existing data. The change relationship of ultimate tensile strain at early-age with the ages was obtained. The relationships between the ultimate tensile strain of the premixed concrete at early-age and the cube compressive strength, axial tensile strength and tensile elastic modulus were proposed. The ultimate tensile strain at early-age of premixed concrete can be estimated by the proposed formula, providing reference for the related engineers and the revision about the durability in concrete standards.

Keywords: premixed concrete; ultimate tensile strain; early-age

* 河南省高等学校青年骨干教师资助项目。

作者简介:李晓芬,硕士,讲师,Emailli_xiaofen2010@163.com

参考文献

1]刘数华,方坤河. 混凝土的极限拉伸值研究综述[J.福建建材,2007,1(2)14-17.

2]叶列平.混凝土结构[M. 北京:清华大学出版社,2007.

3]周士琼.普通混凝土受拉性能的试验研究[J.中国公路学报,1994,2(7)15-20.

4]陈萌,刘立新,彭少民.预拌混凝土各龄期抗拉和抗压强度换算关系试验研究[J.建筑结构,2010,40(2)109-111.

5]闫亚楠.骨料品种对混凝土力学及变形性能的影响[D.南京:南京航空航天大学,2008.

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