RESEARCH ON THE MIX PROPORTION OF THE LAYER CARBON FIBER AND POLYPROPYLENE FIBER CONCRETE BASED ON THE CURRENT ROTATING COMBINATION DESIGN
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摘要: 采用四因子二次回归通用旋转组合设计,对影响层布式碳纤维-聚丙烯混杂纤维混凝土力学性能的主要因素:水胶比、粉煤灰掺量、聚丙烯纤维掺量和碳纤维掺量,进行配合比试验,建立数学模型并确定其最优配比。结果表明:二次多项式回归模型可用于层布式混杂纤维混凝土28 d抗压强度和抗折强度回归方程的建立。层布式碳纤维-聚丙烯混杂纤维混凝土28 d抗压强度理论最大值可达到68.21 MPa,此时W/C为0.3,粉煤灰掺量、聚丙烯纤维掺量和碳纤维掺量均为0;而抗折强度最大值可达到8.84 MPa,此时水胶比为0.3,粉煤灰掺量为0,聚丙烯纤维掺量为1.2%,且碳纤维掺量为1.6%,进一步表明了聚丙烯纤维和层布式的碳纤维对混凝土抗压强度影响不大,但一定程度上可以显著改善其抗折强度。
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关键词:
- 层布式混杂纤维混凝土 /
- 二次回归通用旋转组合设计 /
- 抗压强度 /
- 抗折强度
Abstract: Some mix tests were carried out for the main factors that effect the 28 d mechanical properties of the layer carbon fiber and polypropylene fiber concrete,such as water-binder ratio,the content of fly ash,the content of the polypropylene fiber and the content of the carbon fiber;then a mathematical model was set up and the optimal mix was determined through the secondary regressive rotating combination design of four factors.The result shows that quadratic polynomial regression model can be used to establish the regression equation of the 28 d compressive strength and flexural strength of the layer carbon fiber and polypropylene fiber conrete.When the water-binder ratio is 0.3,the content of fly ash,the content of the polypropylene fiber and the carbon fiber are zero,the 28 d compressive strength of the layer carbon fiber and polypropylene fiber can reach the maximum 68.21 MPa;while the four factors respectively are 0.3,0,1.2% and 1.6%,the maximum 28 d flexural strength is 8.84 MPa.The effect of polypropylene fiber and the layer carbon fiber on the concrete compressive strength is little,but significant on the concrete flexural strength. -
[2] 陈瑜,杨志刚,卢哲安.上下层布式钢纤维混凝土的抗折疲劳方程[J].武汉理工大学学报,2004,26(3);57-59. 程庆国,高路彬,徐蕴贤,等.钢纤维混凝土理论及应用[M].北京;中国铁道出版社,1999. [3] 卢哲安,罗国荣,陈应波,等.上下层布式钢纤维混凝土抗折强度及增强机理研究[J].武汉理工大学学报,2001,23(1);56-59. [4] 袁庆海,陈景涛,朱继东.层布式钢纤维-聚丙烯腈纤维混凝土力学性能试验研究[J].武汉理工大学学报,2003,25(4);31-34. [5] 张明远,倪铁权,卢哲安.层布式钢纤维混凝土路面荷载应力分析[J].长江大学学报,2007,4(4);129-132. [6] Chen P W, Chung D D L.Carbon Fiber Reinforced Concrete for Structures Capable of Nondestructive Flaw Detection[J]. Smart Materials and Structure,1993,2(1);181-190. [7] 袁志发,贠海燕.试验设计与分析[M].2版.北京;中国农业出版社,2007;240-245. [8] 胡继洪.层布式混杂纤维混凝土耐久性试验研究及其路面应用[D].武汉;武汉理工大学,2005. [9] 唐启义,冯明光.实用统计分析及其 DPS 数据处理系统[M].北京;科学出版社,2002. [10] 江京平. C50级耐久性混凝土数学模型研究与工程应用[J].建筑技术,2007,38(5);351-353. [11] 王保忠.提高混凝土路面抗折强度的措施[J].交通世界,2009(Z1);84-87.
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