| 氯盐干湿循环下纤维编织网增强混凝土力学性能 |
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| 引用本文： | 尹世平,王波,强东峰,王玄玄. 氯盐干湿循环下纤维编织网增强混凝土力学性能[J]. 建筑材料学报, 2016, 19(4): 752-757 |
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| 作者姓名： | 尹世平 王波 强东峰 王玄玄 |
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| 作者单位： | 中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州221116,中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏徐州221116,中国矿业大学江苏省土木工程环境灾变与结构可靠性重点实验室,江苏徐州221116,中国矿业大学江苏省土木工程环境灾变与结构可靠性重点实验室,江苏徐州221116 |
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| 基金项目： | 国家自然科学基金资助项目（51478458，51108451）；江苏省自然科学基金资助项目(BK2011220)；中央高校基本科研业务费专项资金资助项目(2014QNA79)；中国博士后基金资助项目(2014T70559，2012M511337) |
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| 摘 要： | 通过拉拔和四点弯曲试验研究了氯盐(NaCl)溶液作用下干湿循环次数、氯盐溶液浓度(质量分数)和短切纤维种类对纤维编织网增强混凝土(TRC)性能的影响.结果表明:在浓度为5.0%的氯盐溶液作用下,随着干湿循环次数的增加,TRC中纤维束与混凝土的界面性能呈现下降趋势,而TRC的抗弯强度有先提高后降低的趋势;在120次干湿循环作用下,随着氯盐溶液浓度的增加,纤维束与混凝土的界面黏结强度变化不大,而TRC的抗弯强度也呈现先升高后降低的趋势.掺加短切AR-glass纤维和PVA纤维均可提高纤维束与混凝土的界面性能及TRC的抗弯性能,且后者对TRC抗弯承载力的提高更为明显.
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| 关 键 词： | 纤维编织网增强混凝土 氯盐干湿循环 界面性能 抗弯强度 |
| 收稿时间： | 2015-05-17 |
| 修稿时间： | 2015-07-23 |
Mechanical Performance of Textile Reinforced Concrete under Chloride Salt Dry Wet Cycle |
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| YIN Shiping,WANG Bo,QIANG Dongfeng and WANG Xuanxuan. Mechanical Performance of Textile Reinforced Concrete under Chloride Salt Dry Wet Cycle[J]. Journal of Building Materials, 2016, 19(4): 752-757 |
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| Authors: | YIN Shiping WANG Bo QIANG Dongfeng WANG Xuanxuan |
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| Affiliation: | State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining andTechnology, Xuzhou 221116, China,State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining andTechnology, Xuzhou 221116, China,Jiangsu Key Laboratory of Environmental Impact and Structural Safety inEngineering, China University of Mining and Technology, Xuzhou 221116, China and Jiangsu Key Laboratory of Environmental Impact and Structural Safety inEngineering, China University of Mining and Technology, Xuzhou 221116, China |
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| Abstract: | By the pullout test and four point bending test, the influence of the number of dry wet cycles, the concentration(mass fraction) of chloride solution and the types of short fibers on the performance of textile reinforced concrete(TRC) was studied under the action of sodium chloride solution. The results show that under 5% concentration of chloride solution, with the increase of the number of dry wet cycles, the interfacial property between yarns and concrete in TRC presents a downward trend and the bending strength of TRC increases first and then decreases; under 120 times of dry wet cycles, with the increase of the concentration of chloride solution, the interfacial strength between yarns and concrete in TRC changes a little and the bending strength of TRC also increases first and then decreases. Adding both AR glass and PVA short fibers could improve the interfacial property between yarns and concrete in TRC and the bending property of TRC, and the latter has better improvement on the flexural bearing capacity of TRC. |
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| Keywords: | textile reinforced concrete chloride dry wet cycle interfacial property bending strength |
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