ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI

Chen Bo; Liu Qing; He Yuanye

doi:10.13204/j.gyjz201303020

Volume 43 Issue 3

Dec. 2014

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Abstract

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Chen Bo, Liu Qing, He Yuanye. ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 93-96. doi: 10.13204/j.gyjz201303020

Citation:

Chen Bo, Liu Qing, He Yuanye. ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 93-96. doi: 10.13204/j.gyjz201303020

Chen Bo, Liu Qing, He Yuanye. ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 93-96. doi: 10.13204/j.gyjz201303020

Citation:

Chen Bo, Liu Qing, He Yuanye. ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 93-96. doi: 10.13204/j.gyjz201303020

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ORTHOGONAL EXPERIMENT RESEARCH ON MIX RATIO OF C30 SELF-COMPACTING CONCRETE IN URUMQI

doi: 10.13204/j.gyjz201303020

1.
College of Architectural and Civil Engineering,Xinjiang University,Urumqi 830047,China

Received Date: 2012-08-25
Publish Date: 2013-03-20

Abstract

Abstract

The raw materials used in Urumqi area were used to prepare C30 self-compacting concrete,nine sets of tests were done by the method of orthogonal experiment,it was analysed the effect of the blending quantity of the mineral,water cement ratio,sand ratio,amount of admixture on the workability and strength of self-compacting concrete.Based on which optimization adjustment was made,and finally the C30 self-compacting concrete mixture ratio suitable for Urumqi regions was got.
- self-compacting concrete,
- mix design,
- orthogonal experiment

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References(8)

References

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Okamura H,Ouchi M,Self-Compacting Concrete[J]. Journal ofAdvanced Concrete Technology,2003,1(1):1－5.

[3] 肯 W.戴.混凝土配合比设计、质量控制与规范[M].曾力,译.北京:中国建筑工业出版社,2011.

[4] 俞然刚,陈金平,肖光辉,等.自密实混凝土配合比设计及其正交试验研究[J].工业建筑,2005,35(S1):691－694.

[5] 陈春珍,张金喜,陈炜林,等.自密实混凝土配合比设计方法适用性的研究[J].混凝土,2009(12):83－86.

[6] 王海娜,王科元,金南国. C30、 C50自密实混凝土配合比研究[J].混凝土,2010(7):104－106.

[7] CECS 2032006,自密实混凝土应用技术规程[S].

[8] 刘数华,冷发光,罗季英.建筑材料试验研究的数学方法[M].北京:中国建筑工业出版社,2006.

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