[1]王少伟,高文龙,肖焰钰,等.氯化铵溶液加速水泥基材料钙溶蚀的最佳浓度[J].常州大学学报(自然科学版),2024,36(05):71-77.[doi:10.3969/j.issn.2095-0411.2024.05.008]
 WANG Shaowei,GAO Wenlong,XIAO Yanyu,et al.Appropriate concentration of ammonium chloride solution to accelerate calcium leaching of cement-based materials[J].Journal of Changzhou University(Natural Science Edition),2024,36(05):71-77.[doi:10.3969/j.issn.2095-0411.2024.05.008]
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氯化铵溶液加速水泥基材料钙溶蚀的最佳浓度()
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常州大学学报(自然科学版)[ISSN:2095-0411/CN:32-1822/N]

卷:
第36卷
期数:
2024年05期
页码:
71-77
栏目:
土木工程
出版日期:
2024-09-28

文章信息/Info

Title:
Appropriate concentration of ammonium chloride solution to accelerate calcium leaching of cement-based materials
文章编号:
2095-0411(2024)05-0071-07
作者:
王少伟 高文龙 肖焰钰 吴佳雯 SYED Piyar Ali Shah
常州大学 城市建设学院, 江苏 常州 213164
Author(s):
WANG Shaowei GAO Wenlong XIAO Yanyu WU Jiawen SYED Piyar Ali Shah
School of Urban Construction, Changzhou University, Changzhou 213164, China
关键词:
水泥基材料 钙溶蚀 NH4Cl溶液浸泡法 最佳浓度
Keywords:
cement-based materials calcium leaching NH4Cl solution immersion method appropriate concentration
分类号:
TU 525
DOI:
10.3969/j.issn.2095-0411.2024.05.008
文献标志码:
A
摘要:
选取0.2~6.0 mol/L的NH4Cl溶液作为溶蚀介质,使用全浸泡法对纯水泥净浆试件开展加速溶蚀试验,研究不同浓度NH4Cl溶液浸泡下试件的溶蚀深度、钙溶蚀量以及孔隙率随溶蚀时间的变化规律,并通过X射线衍射分析进行微观机理解释。结果发现,随着NH4Cl溶液浓度的升高,其对溶蚀深度和钙溶蚀量的时间变化规律拟合所得Fick扩散定律比例系数分别呈先线性增大、后线性降低和负指数函数增长的演变规律,浸泡81 d后的试件溶蚀区相同深度处的CaCO3衍射峰呈先降低、后增大的趋势。NH4Cl溶液浓度过高,将导致溶蚀环境下固相含钙水化物的溶解-扩散过程明显偏离自然浸水环境下水泥基材料的钙溶蚀机理,NH4Cl浸泡液浓度以3 mol/L为最佳。
Abstract:
To determine the optimum concentration of ammonium chloride solution within the range of 0.2—6.0 mol/L, accelerated leaching experiments were carried out on cement paste, and evolution laws of the leaching depth, cumulative relative leached calcium ion and porosity were studied. The microscopic mechanism was then analyzed by the X-ray diffraction analysis. The results show that the calcium leaching increases with the concentration of ammonium chloride solution. When the Fick's law of diffusion is represented by leaching depth and cumulative relative leached calcium ion, respectively, the obtained proportion coefficient increases linearly and then decreases in the former and exhibits a negative exponential growth trend in the latter. At the same depth of leached specimens, the diffraction peak of calcium carbonate decreases first and then increases. If the concentration of ammonium chloride solution is unreasonably high, it will make the calcium dissolution-diffusion process of cement-based materials significantly deviate from that of the actual mechanism in the natural environment, and the most appropriate concentration of ammonium chloride solution is 3 mol/L.

参考文献/References:

[1] LI Q M, ZHANG W B, SHAO W, et al. Numerical modeling of non-uniform corrosion of concrete reinforcement considering calcium leaching and chloride diffusion coupling effect[J]. Corrosion Science, 2024, 237: 112343.
[2] WANG S W, XU C, GU H, et al. An approach for quantifying the influence of seepage dissolution on seismic performance of concrete dams[J]. Computer Modeling in Engineering & Sciences, 2022, 131(1): 97-117.
[3] ZHAO E F, WU C Q, WANG S W, et al. Seepage dissolution effect prediction on aging deformation of concrete dams by coupled chemo-mechanical model[J]. Construction and Building Materials, 2020, 237: 117603.
[4] 王少伟, 包腾飞. 特高混凝土坝变形时变效应特征分析[J]. 常州大学学报(自然科学版), 2018, 30(6): 79-86.
[5] 袁大军, 吴俊, 沈翔, 等. 超高水压越江海长大盾构隧道工程安全[J]. 中国公路学报, 2020, 33(12): 26-45.
[6] 方永浩, 安普斌, 赵伟, 等. 含裂缝水泥基材料的渗透溶蚀及其自愈[J]. 硅酸盐学报, 2008, 36(4): 451-456.
[7] 胡江, 马福恒, 李子阳, 等. 渗漏溶蚀混凝土坝力学性能的空间变异性研究综述[J]. 水利水电科技进展, 2017, 37(4): 87-94.
[8] LI K F, LI L. Crack-altered durability properties and performance of structural concretes[J]. Cement and Concrete Research, 2019, 124: 105811.
[9] 方正青, 汤玉娟, 何绍丽, 等. 粉煤灰对水泥基材料溶蚀性能的影响[J]. 低温建筑技术, 2018, 40(9): 9-13.
[10] 汤玉娟, 左晓宝, 殷光吉, 等. 氯化铵溶蚀下水泥基材料的固-液平衡方程[J]. 硅酸盐通报, 2021, 40(3): 741-749.
[11] 王少伟, 肖焰钰, 朱平华, 等. 高延性水泥基复合材料与既有混凝土结合面的抗溶蚀性[J]. 硅酸盐学报, 2022, 50(10): 2692-2700.
[12] 王少伟, 徐应莉, 朱平华, 等. 溶蚀作用下混凝土层面劈裂抗拉强度试验研究[J]. 水利水电科技进展, 2022, 42(1): 27-32.
[13] AGOSTINI F, LAFHAJ Z, SKOCZYLAS F, et al. Experimental study of accelerated leaching on hollow cylinders of mortar[J]. Cement and Concrete Research, 2007, 37(1): 71-78.
[14] 何绍丽, 左晓宝, 汤玉娟, 等. 腐蚀介质对硬化水泥浆体溶蚀特性的影响[J]. 水利水运工程学报, 2018(3): 113-119.
[15] 孔祥芝, 陈改新, 纪国晋, 等. 硝酸铵溶液加速大坝混凝土溶蚀进程的试验研究[J]. 混凝土, 2017(4): 34-37.
[16] CARDE C, ESCADEILLAS G, FRANCOIS A H. Use of ammonium nitrate solution to simulate and accelerate the leaching of cement pastes due to deionized water[J]. Magazine of Concrete Research, 1997, 49(181): 295-301.
[17] HEUKAMP F H, ULM F J, GERMAINE J T. Mechanical properties of calcium-leached cement pastes[J]. Cement and Concrete Research, 2001, 31(5): 767-774.
[18] WAN K S, LI Y, SUN W. Experimental and modelling research of the accelerated calcium leaching of cement paste in ammonium nitrate solution[J]. Construction and Building Materials, 2013, 40: 832-846.
[19] 王少伟, 肖焰钰, 徐应莉, 等. 化学浸泡法对水泥基材料钙溶蚀的加速效应[J]. 硅酸盐学报, 2022, 50(2): 403-412.
[20] TANG Y J, ZUO X B, HE S L, et al. Influence of slag content and water-binder ratio on leaching behavior of cement pastes[J]. Construction and Building Materials, 2016, 129: 61-69.
[21] YANG H, JIANG L H, ZHANG Y. The effect of fly ash on calcium leaching properties of cement pastes in ammonium chloride solution[J]. Advanced Materials Research, 2010, 163/164/165/166/167: 1162-1170.
[22] 马强. 水泥基材料内钙离子: 氯离子传输模型及实验研究[D]. 南京: 南京理工大学, 2018.
[23] 赵杨. 基于氯化铵加速侵蚀下混凝土性能的影响研究[D]. 昆明: 云南农业大学, 2022.
[24] SEGURA I, MOLERO M, APARICIO S, et al. Decalcification of cement mortars: characterisation and modelling[J]. Cement and Concrete Composites, 2013, 35(1): 136-150.
[25] YANG H, JIANG L H, ZHANG Y, et al. Predicting the calcium leaching behavior of cement pastes in aggressive environments[J]. Construction and Building Materials, 2012, 29: 88-96.
[26] 李悦, 管忠正, 王鹏. 海洋环境下腐蚀混凝土力学性能研究进展[J]. 武汉理工大学学报, 2015, 37(3): 83-89.

备注/Memo

备注/Memo:
收稿日期: 2024-03-09。
基金项目: 国家自然科学基金资助项目(52278240)。
作者简介: 王少伟(1988—), 男, 陕西安康人, 博士, 副教授。E-mail: shaowei2006nanjing@163.com
更新日期/Last Update: 1900-01-01