不同腐蚀环境下BF对砂浆性能的影响及机理研究

Study on influence and mechanism of BF on mortar performance under different corrosive environments

浏览量:

关键词:

玄武岩纤维;砂浆;力学性能;干燥收缩性能;耐腐蚀性能;微观结构

Key words:

Basalt fiber; Mortar; Mechanical property; Drying shrinkage; Corrosion resistance; Microstructure

刊期:

2025年第11期

DOI:

10.19761/j.1000-4637.2025.11.047.05

文章编号:

基金项目:

四川省教育厅自然科学项目(18ZB0310);绵阳职教研究中科研项目(MZYH2021-04)。

作者:

贾陆军1,2,3,胥有利3,赵 平3,蒋 勇1,2,3,霍冀川1,2,*

单位:

1.环境友好能源材料国家重点实验室,四川 绵阳 621000;2.西南科技大学 材料与化学学院, 四川 绵阳 621000;3.绵阳职业技术学院 材料与建造学院,四川 绵阳621000

摘要

摘   要:研究了玄武岩纤维(BF)的掺量(0.1%、0.2%、0.3%)和长度(6 mm、9 mm)对砂浆力学性能、干燥收缩性能和耐不同溶液(Ca(OH)2溶液、KCl溶液、Na2SO4溶液)腐蚀性能的影响,并与清水养护(水养)组进行了对比,同时分析了BF对砂浆性能的微观作用机理。结果表明:当BF长度为9 mm、掺量为0.2%时,砂浆的抗压和抗折强度最大;随着养护龄期的增加,试件的抗折强度、抗压强度和干缩率均增大;试件经不同溶液浸泡后的抗折和抗压强度大小顺序为清水>Ca(OH)2溶液>KCl溶液>Na2SO4溶液,干缩率大小顺序为清水<Ca(OH)2溶液<KCl溶液<Na2SO4溶液;BF的耐腐蚀性较好,其通过桥接作用改善了砂浆内部的界面过渡区,增强了砂浆的抗裂性能和耐久性能。

Abstract: The effects of the content (0.1%, 0.2%, 0.3%) and length (6 mm, 9 mm) of basalt fiber (BF) on the mechanical properties, drying shrinkage, and corrosion resistance of mortar in different solutions (Ca(OH)2 solution, KCl solution, Na2SO4 solution) were studied, and compared with the water curing group. At the same time, the micro mechanism of BF on mortar properties was analyzed. The results show that when the length of BF is 9 mm and the content of BF is 0.2%, the compressive strength and flexural strength of the mortar are the highest. With the increase of the curing age, the flexural strength, compressive strength, and drying shrinkage rate of the specimens in different solutions all increase. The order of flexural and compressive strength of specimens soaked in different solutions is as follows: water > Ca(OH)2 solution > KCl solution > Na2SO4 solution, and the order of drying shrinkage rate is water < Ca(OH)2 solution < KCl solution < Na2SO4 solution. BF has good corrosion resistance, which improves the interface transition zone inside the mortar through bridging effect, enhancing the crack resistance and durability of the mortar.

结论

(1)当BF长度一定时,随着BF掺量的增加,试件水养3、7、28 d的抗折和抗压强度基本呈先增大后减小的趋势,最佳掺量为0.2%;与BF长度为6 mm的试件相比,BF长度为9 mm试件水养3、7、28 d的抗折和抗压强度基本较大。

(2)随着养护龄期的增加,试件在不同溶液中的抗折强度、抗压强度和干缩率均增大。当养护龄期相同时,试件经清水及3种腐蚀溶液浸泡后的抗折和抗压强度大小顺序为:清水>Ca(OH)2溶液>KCl溶液>Na2SO4溶液,干缩率大小顺序为:清水<Ca(OH)2溶液<KCl溶液<Na2SO4溶液。
(3)BF的耐腐蚀性较好,且BF具有桥接砂浆内部裂缝和分担部分砂浆内应力的作用,掺入适量合适长度的BF能有效提升砂浆的力学性能,改善砂浆的干燥收缩性能。

参考文献

[1] YANG W D,LIU H X,WANG H S.Experimental study on mechanical properties of basalt fiber reinforced nano-SiO2 concrete after high temperature[J].Frontiers in Materials,2024, 11:1415144.
[2] CHADHA V,SINGLA S.A review on classification and effect of nanoparticles on workability, mechanical properties,durability,and microstructure of cement composites[J].Iranian Journal of Science and Technology,Transactions of Civil Engineering,2025,49:3365-3388.
[3] XIAO J Z,HAN N,LI Y,et al.Review of recent developments in cement composites reinforced with fibers and nanomaterials[J].Frontiers of Structural and Civil Engineering,2021,15(1):1-19.
[4] 彭飞,万磊,钱朝军,等.玄武岩纤维混凝土的制备方法及其性能研究[J].混凝土与水泥制品,2024(9):58-61,66.
[5] 孙传武,王学志,辛明,等.玄武岩-纤维素混杂纤维混凝土抗冻性能研究[J].混凝土与水泥制品,2024(7):65-69.
[6] 苗世坦,刘嘉麒,郭玲,等.高温处理对玄武岩纤维抗拉强度和结构的影响[J].材料导报,2024,38(11):156-161.
[7] 王羿博,王守兴,卢丽敏,等.玄武岩纤维混凝土耐高温性能研究综述[J].混凝土与水泥制品,2023(1):56-59.
[8] 谢金东,武亮,刘志洪,等.玄武岩纤维混凝土力学性能研究进展[J].混凝土与水泥制品,2022(8):60-63,69.
[9] ZHANG C,LI B,YU Y,et al.An investigation of the mechanical properties of basalt fibre-reinforced graphite tailings cement mortar[J].Buildings,2022,12(12):2106.
[10] CHEN C J,DING Y,WANG X H,et al.Recent advances to engineer tough basalt fiber reinforced composites: A review[J].Polymer Composites,2024,45(14):12559-12574.
[11] MAHMOUD M R I,WANG X,BAI X Y,et al.Flexural behaviour of semi-precast slabs of fibre-reinforced concrete reinforced with prestressed basalt fibre-reinforced polymer and steel bars[J].Advances in Structural Engineering,2024,27(15):2609-2625.
[12] ORLOV A A,CHERNYKH T N,SASHINA A V,et al.Study on basalt fiber parameters affecting fiber-reinforced mortar[J].IOP Conference Series:Materials Science and Engineering,2015,71(1):012015.
[13] AHMAD M R,CHEN B.Microstructural characterization of basalt fiber reinforced magnesium phosphate cement supplemented by silica fume[J].Construction and Building Materials,2020,237:117795.
[14] FENU L,FORNI D,CADONI E.Dynamic behaviour of cement mortars reinforced with glass and basalt fibres[J].Composites Part B:Engineering,2016,92:142-150.
[15] WANG S L,CHEN F Y,XUE Q P,et al.Splitting tensile strength of cement soil reinforced with basalt fibers[J].Materials,2020,13(14):3110.
[16] JI Y C,ZOU Y F,WAN X C,et al.Mechanical investigation on fiber-doped cementitious materials[J].Polymers,2022,14(9):1663.
[17] HOU Y Q,YANG K,YIN S H,et al.Enhancing the physical properties of cemented ultrafine tailings backfill (CUTB) with fiber and rice husk ash: Performance, mechanisms, and optimization[J].Journal of Materials Research and Technology,2024,29:4418-4432.
[18] WANG L M,ZHU P D,SONG Z K,et al.Experimental investigation of the performance of corn straw fiber cement-stabilized macadam[J].Materials,2023,16(1):294.
[19] YI J,WANG L,MA L J,et al.Experimental study on basic mechanical properties of PVA fiber-reinforced coral cement-based composites[J].Materials,2023,16(7):2914.
[20] JEON K,JEON C,CHOI W.Effect of mixing ratio on fire resistance of cement mortar with polypropylene fiber and polymer[J].Case Studies in Construction Materials,2023,19:e02503.
[21] HU Z H,WANG Y,WANG C J.Study on mechanical properties of dredged silt stabilized with cement and reinforced with alginate fibers[J].Case Studies in Construction Materials,2023,18:e01977.
[22] LI Z X,CHEN Y Z,MENG Q L,et al.Study on pavement performance of cement stabilized recycled brick aggregate base with basalt fiber[J].Advances in Materials Science and Engineering,2022,2022(1):2347736.
[23] 邱冰,肖文韬,李睿智翔,等.近海盐渍地区大体积混凝土耐久特性研究[J].中国港湾建设,2024,44(2):48-53.
[24] 吴鹏.粉煤灰与硫铝酸盐水泥对玻璃纤维水泥砂浆性能的影响[D].淮南:安徽理工大学,2024.
[25] 甘磊,吴健,沈振中,等.硫酸盐和干湿循环作用下玄武岩纤维混凝土劣化规律[J].土木工程学报,2021,54(11):37-46.

引用本文

贾陆军,胥有利,赵平,等.不同腐蚀环境下BF对砂浆性能的影响及机理研究[J].混凝土与水泥制品,2025(11):47-51.

JIA L J,XU Y L,ZHAO P,et al.Study on influence and mechanism of BF on mortar performance under different corrosive environments[J].China Concrete and Cement Products,2025(11):47-51.


上一个: 环境温度和暴露时间对玻璃纤维增强聚合物(GFRP)筋海水海砂混凝土性能的影响

下一个: 多功能一体化环形混凝土电杆研发及工程应用

相关文件