玄武岩纤维陶粒混凝土抗裂性能与热工性能试验研究

硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (3): 908-916.

所属专题：水泥混凝土

玄武岩纤维陶粒混凝土抗裂性能与热工性能试验研究

朱振中¹, 刘元珍¹, 王文婧², 王鲜星¹, 段鹏飞¹

1.太原理工大学土木工程学院,太原 030024;
2.中国地质大学工程学院,武汉 430079

收稿日期:2022-11-16 修订日期:2022-12-18 出版日期:2023-03-15 发布日期:2023-03-31
通信作者: 刘元珍,博士,教授。E-mail:liuyuanzhen@tyut.edu.com
作者简介:朱振中(1999—),男,硕士研究生。主要从事新型建筑材料的研究。E-mail:2118533037@qq.com
基金资助:
国家自然科学基金(52278267,52078473,5201101735);山西省留学回国人员科研资助项目(2022-064);住建部科学技术计划项目(2021-K-046)

Experimental Study on Crack Resistance and Thermal Performance of Basalt Fiber Ceramsite Concrete

ZHU Zhenzhong¹, LIU Yuanzhen¹, WANG Wenjing², WANG Xianxing¹, DUAN Pengfei¹

1. College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China;
2. Facult of Engineering, China University of Geosciences, Wuhan 430079, China

Received:2022-11-16 Revised:2022-12-18 Online:2023-03-15 Published:2023-03-31

摘要/Abstract

摘要： 抗裂性能和热工性能是陶粒轻骨料混凝土应用于建筑围护墙板的重要性能。为研究陶粒预湿时间与玄武岩纤维体积掺量对玄武岩纤维陶粒混凝土抗裂性能与热工性能的影响,本文开展了玄武岩纤维陶粒混凝土轴心抗压强度、弹性模量及导热系数试验,并以弹强比和导热系数为指标对其抗裂性能和热工性能进行评价。结果表明:陶粒预湿和外掺玄武岩纤维均会增大混凝土的导热系数,但热工性能仍满足公共建筑外墙用陶粒混凝土的规范要求;当玄武岩纤维体积掺量为0.2%、陶粒预湿时间为72 h时,混凝土试件的导热系数为0.100 2 W/(m·K),弹强比为1 109,在满足热工性能要求的同时,其抗裂性能提升幅度最大,提升率为19.5%;基于现有的混凝土弹性模量与轴心抗压强度转换公式模型,提出了适用于玄武岩纤维陶粒混凝土的修正模型,相关系数为0.905 7。

关键词: 陶粒混凝土, 预湿时间, 玄武岩纤维, 抗裂性能, 热工性能, 修正模型

Abstract: Crack resistance and thermal performance are the critical properties of ceramsite lightweight aggregate concrete used in building wall panels. To study the influences of ceramsite pre-wetting time and basalt fiber volume content on the crack resistance and thermal performance of basalt fiber ceramsite concrete, the axial compressive strength, elastic modulus and thermal conductivity tests of basalt fiber ceramsite concrete were carried out in this paper, and the elastic strength ratio and thermal conductivity were used as indicators to evaluate the crack resistance and thermal performance of basalt fiber ceramsite concrete. The results show that both ceramsite pre-wetting and basalt fiber increase the thermal conductivity of concrete, but its thermal performance still meets the specification requirements of ceramsite concrete for the external walls of public buildings. When the volume content of basalt fiber is 0.2% and the pre-wetting time of ceramsite is 72 h, the thermal conductivity of concrete specimen is 0.100 2 W/(m·K) and the elastic strength ratio is 1 109. While meeting the requirements of thermal performance, the crack resistance of concrete specimen increases the most, the increase rate is 19.5%. Based on the existing conversion formula model of concrete elastic modulus and axial compressive strength, a modified model suitable for basalt fiber ceramsite concrete is proposed, and the correlation coefficient is 0.905 7.

Key words: ceramsite concrete, pre-wetting time, basalt fiber, crack resistance, thermal performance, modified model

中图分类号:

TU528

朱振中, 刘元珍, 王文婧, 王鲜星, 段鹏飞. 玄武岩纤维陶粒混凝土抗裂性能与热工性能试验研究[J]. 硅酸盐通报, 2023, 42(3): 908-916.

ZHU Zhenzhong, LIU Yuanzhen, WANG Wenjing, WANG Xianxing, DUAN Pengfei. Experimental Study on Crack Resistance and Thermal Performance of Basalt Fiber Ceramsite Concrete[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2023, 42(3): 908-916.

参考文献

[1] XIANG Z H, ZHOU J, NIU J G, et al. Study on shear behavior of high-performance polypropylene fiber-reinforced lightweight aggregate concrete beams[J]. Case Studies in Construction Materials, 2022, 17: e01594.
[2] 刘云鹏, 申培亮, 何永佳, 等. 特种骨料混凝土的研究进展[J]. 硅酸盐通报, 2021, 40(9): 2831-2855.
LIU Y P, SHEN P L, HE Y J, et al. Research progress of special aggregate concrete[J]. Bulletin of the Chinese Ceramic Society, 2021, 40(9): 2831-2855 (in Chinese).
[3] 张皓宸. 西安市既有居住建筑能耗调查与节能改造分析[D]. 西安: 西安建筑科技大学, 2020.
ZHANG H C. Investigation on energy consumption of existing residential buildings in xi’an and analysis on energy saving renovation[D]. Xi’an: Xi’an University of Architecture and Technology, 2020 (in Chinese).
[4] 徐长伟, 李挺, 张信龙, 等. 低能耗外围护墙板用轻集料混凝土的制备与性能研究[J]. 混凝土, 2021(5): 131-135+140.
XU C W, LI T, ZHANG X L, et al. Study on perparation and performance of lightweight aggregate concrete for low-engrgy peripheral wall panels[J]. Concrete, 2021(5): 131-135+140 (in Chinese).
[5] 穆龙飞, 李思琪, 冯竟竟, 等. 预湿骨料对陶粒混凝土性能影响的试验研究[J]. 混凝土与水泥制品, 2019(11): 66-69.
MU L F, LI S Q, FENG J J, et al. Study on effect of prewet aggregate on performance of ceramsite concrete[J]. China Concrete and Cement Products, 2019(11): 66-69 (in Chinese).
[6] ZHENG X Y, LIU H H, YOU S J, et al. Cracking resistance and sustainability assessment of alkali-activated slag concrete incorporating lightweight aggregate[J]. Cement and Concrete Composites, 2022, 131: 104556.
[7] 李福海, 高浩, 唐慧琪, 等. 短切玄武岩纤维混凝土基本性能试验研究[J]. 铁道科学与工程学报, 2022, 19(2): 419-427.
LI F H, GAO H, TANG H Q, et al. Basic properties and shrinkage model of chopped basalt fiber concrete[J]. Journal of Railway Science and Engineering, 2022, 19(2): 419-427 (in Chinese).
[8] JAMSHAID H, MISHRA R. A green material from rock: basalt fiber: a review[J]. The Journal of the Textile Institute, 2016, 107(7): 923-937.
[9] 杨圣飞, 李海艳, 向杰. 玄武岩纤维粉煤灰增强陶粒混凝土力学性能试验研究[J]. 中国测试, 2022, 48(4): 166-172.
YANG S F, LI H Y, XIANG J. Experimental study on mechanical properties of basalt fiber fly ash reinforced ceramsite concrete[J]. China Measurement & Test, 2022, 48(4): 166-172 (in Chinese).
[10] 中华人民共和国住房和城乡建设部. 轻骨料混凝土应用技术标准: JGJ/T 12—2019[S]. 北京: 中国建筑工业出版社, 2019.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical standard for application of lightweight aggregate concrete: JGJ/T 12—2019[S]. Beijing: China Building Industry Press, 2019 (in Chinese).
[11] 中华人民共和国住房和城乡建设部. 混凝土物理力学性能试验方法标准: GB/T 50081—2019[S]. 北京: 中国建筑工业出版社, 2019.
Ministry of Housing and Urban-Rural development of the People’s Republic of China. Standard test method for physical and mechanical properties of concrete: GB/T 50081—2019[S]. Beijing: China Building Industry Press, 2019 (in Chinese).
[12] 郭耀东, 刘元珍, 王文婧, 等. 玄武岩纤维特征参数对混凝土单轴受拉性能的影响[J/OL]. 复合材料学报: 1-13 (2022-07-07)[2022-08-25]. https://doi.org/10.13801/j.cnki.fhclxb.20220706.003.
GUO Y D, LIU Y Z, WANG W J, et al. Influence of basalt fiber characteristic parameters on uniaxial tensile properties of concrete[J/OL]. Acta Materiae Compositae Sinica: 1-13 (2022-07-07) [2022-08-25]. https://doi.org/10.13801/j.cnki.fhclxb.20220706.003 (in Chinese).
[13] 中华人民共和国住房和城乡建设部. 近零能耗建筑技术标准: GB/T 51350—2019[S]. 北京: 中国建筑工业出版社, 2019.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical standard for near zero energy buildings: GB/T 51350—2019[S]. Beijing: China Building Industry Press, 2019 (in Chinese).
[14] LI J J, NIU J G, WAN C J, et al. Investigation on mechanical properties and microstructure of high performance polypropylene fiber reinforced lightweight aggregate concrete[J]. Construction and Building Materials, 2016, 118: 27-35.
[15] 王立成, 张磊. 混凝土内养护技术研究进展[J]. 建筑材料学报, 2020, 23(6): 1471-1478.
WANG L C, ZHANG L. Research progress on concrete internal curing technology[J]. Journal of Building Materials, 2020, 23(6): 1471-1478 (in Chinese).
[16] 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.
GAN L, WU J, SHEN Z Z, et al. Deterioration law of basalt fiber reinforced concrete under sulfate attack and dry-wet cycle[J]. China Civil Engineering Journal, 2021, 54(11): 37-46 (in Chinese).
[17] ROMUALDI J P, BATSON G B. Mechanics of crack arrest in concrete[J]. Journal of the Engineering Mechanics Division, 1963, 89(3): 147-168.
[18] JENSEN O M, HANSEN P F. Autogenous deformation and RH-change in perspective[J]. Cement and Concrete Research, 2001, 31(12): 1859-1865.
[19] 陈峰宾, 许斌, 焦华喆, 等. 玄武岩纤维混凝土纤维分布及孔隙结构表征[J]. 中国矿业大学学报, 2021, 50(2): 273-280.
CHEN F B, XU B, JIAO H Z, et al. Fiber distribution and pore structure characterization of basalt fiber reinforced concrete[J]. Journal of China University of Mining & Technology, 2021, 50(2): 273-280 (in Chinese).
[20] 刘数华, 方坤河, 曾力, 等. 混凝土抗裂评价指标综述[J]. 混凝土, 2004(5): 32-33.
LIU S H, FANG K H, ZENG L, et al. Summarization of norm of crack resistance of concrete[J]. Concrete, 2004(5): 32-33 (in Chinese).
[21] 侯东伟, 张君, 陈浩宇, 等. 干燥与潮湿环境下混凝土抗压强度和弹性模量发展分析[J]. 水利学报, 2012, 43(2): 198-208.
HOU D W, ZHANG J, CHEN H Y, et al. Development of strength and elastic modulus of concrete under moisture and drying curing conditions[J]. Journal of Hydraulic Engineering, 2012, 43(2): 198-208 (in Chinese).

玄武岩纤维陶粒混凝土抗裂性能与热工性能试验研究

Experimental Study on Crack Resistance and Thermal Performance of Basalt Fiber Ceramsite Concrete

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价

[1]	张劲竹, 刘华新, 王家贺, 柳根金, 王学志. 混杂纤维混凝土高温后性能劣化分析与强度预测[J]. 硅酸盐通报, 2023, 42(4): 1260-1269.
[2]	冯玉林, 高鸽, 柴喜林, 毛攀, 董晶亮, 徐光前, 黄柯靓. 城市污泥尾矿陶粒的制备工艺及其性能与应用[J]. 硅酸盐通报, 2023, 42(4): 1374-1383.
[3]	沈鑫, 郭随华, 李文伟, 陆超, 张坤悦, 王敏, 文寨军. 低热硅酸盐水泥水化及性能研究现状[J]. 硅酸盐通报, 2023, 42(2): 383-392.
[4]	陈文瑶, 张卓翔, 孟二从, 黎强. 膨润土和玄武岩纤维改性水泥砂浆的防渗抗裂性能[J]. 硅酸盐通报, 2023, 42(2): 439-447.
[5]	许星, 张金才, 王宝凤, 郭彦霞, 程芳琴. 玄武岩纤维表面改性的研究进展[J]. 硅酸盐通报, 2023, 42(2): 575-586.
[6]	屈俊童, 刘关栋, 朱云强, 刘超, 张翔, 崔茂俊, 张健, 赵涛. 水泥/玄武岩纤维复合固化剂分别对泥炭质土静力特性的影响[J]. 硅酸盐通报, 2023, 42(1): 66-75.
[7]	王钧, 方雪琪, 焦裕榕, 崔梦麟. 玄武岩纤维混凝土板冲切试验与承载力分析[J]. 硅酸盐通报, 2023, 42(1): 100-110.
[8]	田小革, 于水, 李光耀, 闵雪峰, 任全, 杨帆. 不同措施对水泥稳定碎石混合料性能的影响[J]. 硅酸盐通报, 2022, 41(7): 2235-2243.
[9]	袁璞, 朱益胜. 不同龄期碱矿渣陶粒混凝土抗压强度试验与能量特征分析[J]. 硅酸盐通报, 2022, 41(7): 2292-2298.
[10]	范小春, 徐伟, 陈远程, 梁天福, 尹耀霄. BFRP筋碱激发混凝土粘结性能试验研究与数值模拟[J]. 硅酸盐通报, 2022, 41(6): 1896-1911.
[11]	张添奇, 王伯昕. 玄武岩纤维编织网的网格尺寸对混凝土拉伸性能的影响[J]. 硅酸盐通报, 2022, 41(6): 1938-1945.
[12]	梁宁慧, 毛金旺, 刘新荣, 许益华, 周侃. 玄武岩-粗聚丙烯纤维干硬性混凝土拉压性能试验研究[J]. 硅酸盐通报, 2022, 41(6): 1946-1954.
[13]	范小春, 葛腾, 梁天福. 混杂钢纤维超高性能混凝土梁裂缝分形理论研究[J]. 硅酸盐通报, 2022, 41(5): 1578-1588.
[14]	魏康, 李犇, 孙峤. 玄武岩纤维改善再生混凝土抗氯离子渗透性能研究[J]. 硅酸盐通报, 2022, 41(5): 1656-1662.
[15]	郭寅川, 谢波, 周利超, 赵子豪, 黄炜. 动态疲劳荷载下玄武岩纤维混凝土抗渗性衰减及机理研究[J]. 硅酸盐通报, 2022, 41(3): 810-817.