高延性剑麻纤维水泥基路面材料配合比研究_《混凝土与水泥制品》杂志社

头部文案

发布时间：2020-01-06 00:00:00

全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊（光盘版）全文收录期刊

华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊



高延性剑麻纤维水泥基路面材料配合比研究

Study on Mix Proportion of High Ductility Sisal Fiber Cement-based Pavement Materials

2022年第5期

剑麻纤维；水泥基材料；配合比设计；路面材料；抗压强度；弯拉性能

Sisal fiber; Cement-based material; Mix proportion design; Pavement material; Compressive strength; Flexural tensile property

2022年第5期

10.19761/j.1000-4637.2022.05.050.06

中国地震局建筑物破坏机理与防御重点试验室开放基金项目（FZ211106）；福建省交通厅重点项目（201914）；厦门市建设局建设科技计划项目（XJK-2021-20）；国家自然科学基金资助项目（51578160）。

陈伟宏1,2，贾云飞1，姚仲泳3，颜学渊1

1.福州大学土木工程学院，福建福州350116；2.中国地震局建筑物破坏机理与防御重点实验室，河北廊坊065201；3.平潭综合试验区交通与建设局，福建福州350400

陈伟宏1,2，贾云飞1，姚仲泳3，颜学渊1

陈伟宏,贾云飞,姚仲泳,等.高延性剑麻纤维水泥基路面材料配合比研究[J].混凝土与水泥制品,2022(5):50-54,60.

CHEN W H,JIA Y F,YAO Z Y,et al.Study on Mix Proportion of High Ductility Sisal Fiber Cement-based Pavement Materials[J].China Concrete and Cement Products,2022(5):50-54,60.

浏览量:

1000

摘要：通过正交试验研究了水胶比、砂胶比、粉煤灰掺量和剑麻纤维掺量对水泥基路面材料抗压性能和弯拉性能的影响。结果表明，高延性剑麻纤维水泥基路面材料的最佳配合比为：水胶比0.30、砂胶比0.4、粉煤灰掺量30%、剑麻纤维掺量0.5%，此时，试件的弯拉强度满足JTG D40—2011《公路水泥混凝土路面设计规范》的要求，且抗压强度较高，为66.62 MPa。 Abstract: The effects of water-binder ratio, sand-binder ratio, fly ash content and sisal fiber content on the compressive properties and flexural tensile properties of cement-based pavement materials were studied by orthogonal experiments. The results show that the optimal mix proportion of high ductility sisal fiber cement-based pavement material is: water-binder ratio of 0.30, sand binder ratio of 0.4, fly ash content of 30% and sisal fiber content of 0.5%, and the flexural tensile strength of the specimen meets the requirements of JTG D40—2011 Specifications for Design of Highway Cement Concrete Pavement, and the compressive strength is relatively high, which is 66.62 MPa.

英文名 : Study on Mix Proportion of High Ductility Sisal Fiber Cement-based Pavement Materials

刊期 : 2022年第5期

关键词 : 剑麻纤维；水泥基材料；配合比设计；路面材料；抗压强度；弯拉性能

Key words : Sisal fiber; Cement-based material; Mix proportion design; Pavement material; Compressive strength; Flexural tensile property

刊期 : 2022年第5期

DOI : 10.19761/j.1000-4637.2022.05.050.06

文章编号 :

基金项目 : 中国地震局建筑物破坏机理与防御重点试验室开放基金项目（FZ211106）；福建省交通厅重点项目（201914）；厦门市建设局建设科技计划项目（XJK-2021-20）；国家自然科学基金资助项目（51578160）。

作者 : 陈伟宏1,2，贾云飞1，姚仲泳3，颜学渊1

单位 : 1.福州大学土木工程学院，福建福州350116；2.中国地震局建筑物破坏机理与防御重点实验室，河北廊坊065201；3.平潭综合试验区交通与建设局，福建福州350400

陈伟宏1,2，贾云飞1，姚仲泳3，颜学渊1

陈伟宏,贾云飞,姚仲泳,等.高延性剑麻纤维水泥基路面材料配合比研究[J].混凝土与水泥制品,2022(5):50-54,60.

CHEN W H,JIA Y F,YAO Z Y,et al.Study on Mix Proportion of High Ductility Sisal Fiber Cement-based Pavement Materials[J].China Concrete and Cement Products,2022(5):50-54,60.





摘要

参数

结论

参考文献

引用本文

Abstract: The effects of water-binder ratio, sand-binder ratio, fly ash content and sisal fiber content on the compressive properties and flexural tensile properties of cement-based pavement materials were studied by orthogonal experiments. The results show that the optimal mix proportion of high ductility sisal fiber cement-based pavement material is: water-binder ratio of 0.30, sand binder ratio of 0.4, fly ash content of 30% and sisal fiber content of 0.5%, and the flexural tensile strength of the specimen meets the requirements of JTG D40—2011 Specifications for Design of Highway Cement Concrete Pavement, and the compressive strength is relatively high, which is 66.62 MPa.

扫二维码用手机看

[1] MUZENSKI S,FLORES-VIVIAN I,SOBOLEV K.Hydrophobic Engineered Cementitious Composites for Highway Applications[J].Cement and Concrete Composites,2015,57:68-74.
[2] 银英姿,仇贝.聚乙烯醇纤维混凝土力学性能及早期开裂试验研究[J].硅酸盐通报,2019,38(2):454-458.
[3] DING Y N,ZENG W,WANG Q,et al.Topographical Analysis of Fractured Surface Roughness of Macro Fiber Reinforced Concrete and Its Correlation with Flexural Toughness[J].Construction and Building Materials,2020,235:117466.
[4] 徐礼华,黄彪,李彪,等.循环荷载作用下聚丙烯纤维混凝土受压应力-应变关系研究[J].土木工程学报,2019,52(4):1-12.
[5] TURK K,BASSURUCU M,BITKIN R E.Workability, Strength and Flexural Toughness Properties of Hybrid Steel Fiber Reinforced SCC with High-volume Fiber[J].Construction and Building Materials,2021,266:120944.
[6] KAKOOEI S,AKIL H M,JAMSHIDI M,et al.The effects of Polypropylene Fibers on the Properties of Reinforced Concrete Structures[J].Construction and Building Materials,2012,27(1): 73-77.
[7] 李黎,曹明莉,冯嘉琪.纤维增强水泥基复合材料的纤维混杂效应研究进展[J].应用基础与工程科学学报,2018,26(4):843-853.
[8] 朱红兵,施旭刚,李秀.聚丙烯-玄武岩混杂纤维对陶粒混凝土力学性能的影响[J].混凝土与水泥制品,2021(2):57-60.
[9] 汪益敏,贺军,焦楚杰.钢纤维混凝土复合层路面材料的力学性能[J].华南理工大学学报(自然科学版),2010,38(11):21-25.
[10] SUMATHI A,MOHAN K S R.Effect of Steel Fiber on Structural Characteristics of High-strength Concrete[J].Iranian Journal of Science and Technology, Transactions of Civil Engineering,2019,43(1):117-130.
[11] 祝明桥,王齐仁,曹国娥,等.超短异型钢纤维高强混凝土性能研究[J].混凝土与水泥制品,2001(1):36-37.
[12] MITSUI K,KOJIMA M,YONEZAWA T,et al.Development of150-200N/mm2 High Strength Concrete with Hybrid Fiber and Application to a Building Strucrture[J]．AIJ Journal of Technology and Design,2010,16(32):21-26.
[13] 孙家瑛.纤维混凝土抗冻性能研究[J].建筑材料学报,2013,16(3):437-440.
[14] 张鹄志,胡浩,张丹凤,等.黄蒿纤维增强混凝土的受力性能试验研究[J].功能材料,2019,50(11):11138-11143.
[15] 叶颖薇,冼定国,冼杏娟.竹纤维和椰纤维增强水泥复合材料[J].复合材料学报,1998(3):93-99.
[16] NI T Q,ZHANG L,YUAN B.Influence of Wollastonite or Plant Fiber on Performance of Autoclaved Cement Concrete[J].Applied Mechanics and Materials,2011,99:692-695.
[17] SOTO I I,RAMALHO M A,IZQUIERDO O S.Post-cracking Behavior of Blocks, Prisms, and Small Concrete Walls Reinforced with Plant Fiber[J].Revista IBRACON de Estruturas e Materiais,2013,6:598-612.
[18] DAWOOD E T,RAMLI M.High Strength Characteristics of Cement Mortar Reinforced with Hybrid Fibres[J].Construction and Building Materials,2011,25(5):2240-2247.
[19] 张伟,殷成龙,李辉,等.绿色路用纤维增强水泥基复合材料制备及其韧性表征[J].材料导报,2018,32(S2):498-502.
[20] MA H,QIAN S Z,ZHANG Z G,et al.Tailoring Engineered Cementitious Composites with Local Ingredients[J].Construction and Building Materials,2015,101:584-595.
[21] 林仪旺.PC框架自愈合SMA-ECC节点抗震性能试验研究[D].福州:福州大学,2020.

上一个

碱激发再生黏土砖粉泡沫混凝土性能研究

下一个

二维纤维增强材料对聚合物水泥砂浆拉伸性能的影响

头部文案

高延性剑麻纤维水泥基路面材料配合比研究

相关文件