钢纤维增强聚合物水泥砂浆性能研究_《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



钢纤维增强聚合物水泥砂浆性能研究

Research on performance of steel fiber reinforced polymer cement mortar

2024年第6期

聚合物水泥砂浆；钢纤维；力学性能；韧性；性价比

Polymer cement mortar; Steel fiber; Mechanical property; Toughness; Cost performance

2024年第6期

10.19761/j.1000-4637.2024.06.068.04

长沙市自然科学基金项目（kq2202101）。

谈峰玲1，吕淼2，*，周浩2，汪毅2

1.中国水利水电第八工程局有限公司，湖南长沙 410004；2.中南大学土木工程学院，湖南长沙 410075

谈峰玲1，吕淼2，*，周浩2，汪毅2

谈峰玲,吕淼,周浩,等.钢纤维增强聚合物水泥砂浆性能研究[J].混凝土与水泥制品,2024(6):68-71.

TAN F L,LYU M,ZHOU H,et al.Research on performance of steel fiber reinforced polymer cement mortar[J].China Concrete and Cement Products,2024(6):68-71.

浏览量:

1000

摘要：研究了钢纤维的体积掺量（0、0.5%、1.0%、1.5%、2.0%）对聚合物水泥砂浆力学性能和韧性的影响，并进行了性价比评价。结果表明：随着钢纤维掺量的增加，试件的7 d和28 d抗折、抗压强度基本均呈先增大后减小的趋势，最佳掺量为1.5%，此时，试件的韧性得到显著提升，性价比也达到最高。 Abstract: The effects of the volume content of steel fibers(0, 0.5%, 1.0%, 1.5%, 2.0%) on the mechanical properties and toughness of polymer cement mortar were studied, and the cost performance evaluation was conducted. The results show that with the increase of steel fiber content, the flexural and compressive strength of the specimens at 7 d and 28 d basically show a trend of first increasing and then decreasing, and the optimal content is 1.5%. Besides, the toughness of the specimens is significantly improved, and the cost performance is also the highest.

英文名 : Research on performance of steel fiber reinforced polymer cement mortar

刊期 : 2024年第6期

关键词 : 聚合物水泥砂浆；钢纤维；力学性能；韧性；性价比

Key words : Polymer cement mortar; Steel fiber; Mechanical property; Toughness; Cost performance

刊期 : 2024年第6期

DOI : 10.19761/j.1000-4637.2024.06.068.04

文章编号 :

基金项目 : 长沙市自然科学基金项目（kq2202101）。

作者 : 谈峰玲1，吕淼2，*，周浩2，汪毅2

单位 : 1.中国水利水电第八工程局有限公司，湖南长沙 410004；2.中南大学土木工程学院，湖南长沙 410075

谈峰玲1，吕淼2，*，周浩2，汪毅2

谈峰玲,吕淼,周浩,等.钢纤维增强聚合物水泥砂浆性能研究[J].混凝土与水泥制品,2024(6):68-71.

TAN F L,LYU M,ZHOU H,et al.Research on performance of steel fiber reinforced polymer cement mortar[J].China Concrete and Cement Products,2024(6):68-71.





摘要

参数

结论

参考文献

引用本文

摘要：研究了钢纤维的体积掺量（0、0.5%、1.0%、1.5%、2.0%）对聚合物水泥砂浆力学性能和韧性的影响，并进行了性价比评价。结果表明：随着钢纤维掺量的增加，试件的7 d和28 d抗折、抗压强度基本均呈先增大后减小的趋势，最佳掺量为1.5%，此时，试件的韧性得到显著提升，性价比也达到最高。

Abstract: The effects of the volume content of steel fibers(0, 0.5%, 1.0%, 1.5%, 2.0%) on the mechanical properties and toughness of polymer cement mortar were studied, and the cost performance evaluation was conducted. The results show that with the increase of steel fiber content, the flexural and compressive strength of the specimens at 7 d and 28 d basically show a trend of first increasing and then decreasing, and the optimal content is 1.5%. Besides, the toughness of the specimens is significantly improved, and the cost performance is also the highest.

扫二维码用手机看

[1] 金伟良,赵羽习.混凝土结构耐久性研究的回顾与展望[J].浙江大学学报(工学版),2002(4):27-36,59.
[2] 苏原.钢筋混凝土梁上部加大截面配筋加固设计[J].建筑结构,2000(11):62-63,16.
[3] 王伟涛.钢筋混凝土梁增大截面法加固前后的可靠度分析[D].西安:西安建筑科技大学,2013.
[4] 彭建新,李炬,唐皇,等.锚贴钢板加固锈蚀钢筋混凝土梁试验研究[J].土木建筑与环境工程,2015,37(1):88-95.
[5] NGIDI S D,DUNDU M.Composite action of pre-cracked reinforced concrete beams repaired with adhesive bonded steel plates[J].Structures,2018,14:400-408.
[6] ATEA R S.A case study of flexural performance of reinforced concrete beams bonded with steel plates with different thickness[J].Journal of Materials Research and Technology,2019,8(1):22-32.
[7] 王晓红.体外预应力加固法在钢筋混凝土梁加固中的应用[J].建筑,2009(20):88-89,93.
[8] ALI N M,WANG X,WU Z S,et al.Basalt fiber reinforced polymer grids as an external reinforcement for reinforced concrete structures[J].Journal of Reinforced Plastics and Composites,2015,34(19):1615-1627.
[9] IRSHIDAT M R,AL-SHANNAQ A.Using textile reinforced mortar modified with carbon nano tubes to improve flexural performance of RC beams[J].Composite Structures,2018,200:127-134.
[10] YU Z P,HUANG Q,LI F R,et al.Experimental study on mechanical properties and failure criteria of self-compacting concrete under biaxial tension-compression[J].Journal of Materials in Civil Engineering,2019,31(5):1-10.
[11] RAOOF S M,BOURNAS D A.Bond between TRM versus FRP composites and concrete at high temperatures[J].Composites Part B:Engineering,2017,127:150-165.
[12] DAI J G,MUNIR S,DING Z.Comparative study of different cement-based inorganic pastes towards the development of frip strengthening technology[J].Journal of Composites for Construction,2014,18(3):1-10.
[13] XU X,HUANG Q,REN Y,et al.Condition evaluation of suspension bridges for maintenance, repair and rehabilitation: a comprehensive framework[J].Structure and Infrastructure Engineering,2019(2):555-567.
[14] GAMAGE J C P H,AL-MAHAIDI R,WONG M B.Bond characteristics of CFRP plated concrete members under elevated temperatures[J].Composite Structures,2006,75(1-4):199-205.
[15] 田稳苓,张芳源,赵晓艳,等.纤维编织网增强混凝土(TRC)研究进展[J].河北工业大学学报,2013,42(1):100-105.
[16] 詹镇峰,刘志勇.聚合物水泥砂浆性能试验研究[J].化学建材,2003(6):55-58.
[17] 王博,王媛媛,王征鹏,等.CFRP网格-聚合物水泥砂浆加固RC梁抗剪承载力计算方法[J].复合材料学报,2023,40(2):990-1003.
[18] 潘毅,胡文豪,郭瑞,等.碳纤维增强复合网格-聚合物水泥砂浆加固RC梁的抗弯性能试验研究[J].建筑结构学报,2020,41(4):110-118.
[19] 尹征龙,张起,徐志辉,等.聚合物水泥砂浆的研究进展与发展趋势[J].混凝土与水泥制品,2022(8):31-36.
[20] 宁镱彭,许金余,王志航,等.VAE乳胶粉改性砂浆耐久性能研究[J].空军工程大学学报(自然科学版),2022,23(2):106-111.
[21] 郭瑞,任宇,潘毅,等.CFRP网格-聚合物水泥砂浆加固RC梁的抗剪性能与计算公式[J].土木工程学报,2020,53(3):1-10.
[22] 彭宇,赵国荣,王培铭,等.丁苯乳胶粉在早期水泥砂浆中形成聚合物膜结构的形态[J].电子显微学报,2019,38(4):357-363.
[23] 中华人民共和国住房和城乡建设部.混凝土结构加固用聚合物砂浆:JG/T 289—2010[S].北京:中国标准出版社,2010.
[24] 国家市场监督管理总局,国家标准化管理委员会.水泥胶砂强度检验方法(ISO法):GB/T 17671—2021[S].北京:中国标准出版社,2021.
[25] 陈亮,杨立飞,许为民,等.基于力学性能试验的UHPC钢纤维掺量优化与性价比分析[J].公路交通科技,2021,38(增刊1):18-25.
[26] 武永焱,明鑫,范小春.无机聚合物海砂混凝土基本力学性能试验研究[J].武汉理工大学学报,2019,41(5):71-78.

上一个

ECC-既有混凝土界面黏结性能研究

下一个

PCCP外层防护用复合材料的力学性能研究

头部文案

钢纤维增强聚合物水泥砂浆性能研究

相关文件