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自密实混凝土配合比设计及正交试验研究
引用本文:饶江,钱维坤. 自密实混凝土配合比设计及正交试验研究[J]. 建筑技术开发, 2005, 32(12)
作者姓名:饶江  钱维坤
作者单位:胜利油田管理局供水公司,山东,东营,257097;胜利油田桩西采油厂,山东,东营,257237
摘    要:采用改进的全计算法对自密实混凝土进行配合比设计.在此基础上采用正交试验进一步研究了水泥、粉煤灰、砂、碎石和外加剂等因素对自密实混凝土工作性和强度的影响规律,优化和确定了自密实混凝土配合比。结果表明:改进的全计算法是一种科学、合理、准确的自密实混凝土配合比设计方法。

关 键 词:全计算法  自密实混凝土  配合比设计  正交试验

MIX RATIO DESIGN AND ORTHOGONAL EXPERIMENT RESEARCH OF SELF-COMPACTING CONCRETE
Rao Jiang Qian Wei-kun. MIX RATIO DESIGN AND ORTHOGONAL EXPERIMENT RESEARCH OF SELF-COMPACTING CONCRETE[J]. Building Technique Development, 2005, 32(12)
Authors:Rao Jiang Qian Wei-kun
Affiliation:Rao Jiang Qian Wei-kun
Abstract:In this paper,mix ratio of self-compacting and high performance concrete is designed by using the modified overall calculation method.On the basis of mix ratio design,workabilities and mechanical properties of self- compacting concrete are discussed based on cement,fly-ash,fine and coarse aggregation,and admixtures by the method of orthogonal experiment.The optimized mix ratio of self-compacting concrete is determined by mathematic means.It shows that the modified overall calculation method is more scientific and rational and exact on mix ratio design of self-compacting concrete.
Keywords:Overall calculation method  Self-compacting concrete  Mix ratio design  Orthogonal experiment
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