EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE

Wang Shuai; Yang Ming; Zhu Han; Wang Dong; Liu Fei

doi:10.13204/j.gyjz201304023

Volume 43 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(4): 111-114,101

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Wang Shuai, Yang Ming, Zhu Han, Wang Dong, Liu Fei. EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 111-114,101. doi: 10.13204/j.gyjz201304023

Citation:

Wang Shuai, Yang Ming, Zhu Han, Wang Dong, Liu Fei. EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 111-114,101. doi: 10.13204/j.gyjz201304023

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EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE

doi: 10.13204/j.gyjz201304023

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Tianjin Branch,China Construction Eighth Engineering Division Co.Ltd,Tianjin 300452,China?

Received Date: 2012-10-08
Publish Date: 2013-04-20

Abstract

Abstract

As the green building material, ceramsite has good social and economic benefits.But the ceramsite produced in China has the problems of large size, bad gradation and smooth surface, which lead to segregation of ceramsite concrete.By means of experimental study, a good gradation lightweight aggregate can be obtained by crushing the ceramsite.The results show that the segregation of crushed ceramsite concrete is improved compared with the complete ceramsite concrete.At the same time the crushed ceramsite concrete meets not only the requirements of pumpability but also can improve strength.In addition, this paper focuses on the cube compressive strength that whether the high fluidity crushed ceramsite concrete can meet the requirements of strength at low temperature-25 ℃, the comparative tests of the strength at room temperature 20 ℃ and low temperature-25 ℃ indicate the strength of the latter is improved, which shows high fluidity crushed ceramsite concrete meets the requirement of strength.
- ceramsite concrete,
- complete ceramsite,
- crushed ceramsite,
- pumpability,
- strength ?

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References(10)

References

[2] 刘登宇,郭峰.泵送轻集料混凝土配合比及施工技术研究[J].山西建筑,2009,35(9):161-162.

于萍.粉煤灰陶粒混凝土的性能研究[D].大连:大连交通大学,2009.

[3] 罗杰.轻集料的改性处理及其混凝土性能研究[D].重庆:重庆大学,2011.

[4] 李渝军,建彤.泵送高强轻骨料混凝土的抗离析性能的试验研究.四川建筑科学研究[J].2005,31(5):103-107.

[5] Michael F Petrou, Kent A Harries. A Unique Experimental Method for Monitoring Aggregate Settlement in Concrete[J]. Cement and Concrete Research,2000,30(5):809-816.

[6] 彭卫.泵送轻集料混凝土工作性能控制技术探讨[J].浙江建筑,2011,28(9):64-68.

[7] 胡曙光,王发洲.轻集料混凝土[M].北京:化学工业出版社,2006.

[8] 中冶天工建设有限公司.一种陶粒混凝土可泵性的检测方法[P].中国专利: CN102269685 A,2011-12-07.

[9] 张永明,朱涵,杨林虎.低温下等强橡胶集料混凝土的脆性初探[J].天津大学学报,2009,43(3):189-193.

[10] 王传星,谢剑,李会杰.低温环境下混凝土性能的试验研究[J].工程力学,2011,28(SⅡ):182-185.

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