硅酸盐学报

溶蚀作用下中热硅酸盐水泥净浆劣化机理

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马跃峰 ¹ , 金鸣 ² , 汤金辉 ² , 李文伟 ³ , 刘加平 ¹^,²

硅酸盐学报 | 严酷环境下高性能水泥混凝土耐久性专题—研究论文 2024,52(11): 3351-3360

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硅酸盐学报 |严酷环境下高性能水泥混凝土耐久性专题—研究论文 2024 , 52 (11) : 3351 -3360

溶蚀作用下中热硅酸盐水泥净浆劣化机理

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马跃峰¹, 金鸣², 汤金辉², 李文伟³, 刘加平¹^,²

作者信息

^1．重庆大学材料科学与工程学院，重庆 400045

^2．东南大学材料科学与工程学院，南京 211189

^3．中国长江三峡集团有限公司水工混凝土工程技术研究室，北京 100038

通讯作者:

刘加平（1967—），男，博士，教授。

作者简介:

马跃峰（1995—），男，博士研究生。

Deterioration Mechanism of Moderate Heat Portland Cement Pastes Under Leaching

Yuefeng MA¹, Ming JIN², Jinhui TANG², Wenwei LI³, Jiaping LIU¹^,²

Affiliations

^1.College of Materials Science and Engineering, Chongqing University, Chongqing 400045, China

^2.School of Material Science and Engineering, Southeast University, Nanjing 211189, China

^3.China Three Gorges Corporation, Hydraulic Concrete Institute, Beijing 100084, China

Corresponding Author:

LIU Jiaping (1967-), male, Ph.D., Professor. E-mail: liujiaping@cnjsjk.cn

MA Yuefeng (1995-), male, Doctoral candidate. E-mail: myf@cqu.edu.cn

出版时间: 2024-11-20 doi: 10.14062/j.issn.0454-5648.20240410

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摘要

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溶蚀是大坝混凝土不可忽略的耐久性问题。本工作对中热硅酸盐水泥（MHC）净浆、中热硅酸盐水泥-粉煤灰净浆和普通硅酸盐水泥（OPC）净浆进行加速溶蚀试验，通过强度测试、溶蚀深度、孔结构、X射线衍射、热重分析和硅谱固体核磁研究了溶蚀劣化机理。结果表明：与OPC净浆相比，MHC净浆水化产物中Ca（OH）₂含量更少，在溶蚀过程中具有更好的力学性能和更慢的溶蚀深度发展，因此抗溶蚀性更好。30%粉煤灰掺入降低MHC水化产物中Ca（OH）₂含量，并增加其孔隙率，但是降低了抗压强度下降率和孔隙增长率。溶蚀前后MHC净浆中C-（A）-S-H凝胶硅链长度大于OPC净浆，但其溶蚀后硅链增长率却较低。溶蚀后30%粉煤灰掺量的MHC净浆中C-（A）-S-H凝胶劣化程度最高，出现了层间交联并部分转变为硅胶。

关键词

中热硅酸盐水泥 / 粉煤灰 / 溶蚀 / 结构和组成 / 水化硅（铝）酸钙凝胶

Abstract

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Introduction

Moderate heat Portland cement (MHC) enhances early concrete strength, reduces hydration heat, and increases crack resistance, making it widely used for dam construction. Most dams located underwater therefore having to face to leaching issues. Prolonged concrete exposure to water leads to the dissolution of Ca(OH)₂ from hydration products, thus decreasing internal alkalinity so as to cause the breakdown of ettringite, C-(A)-S-H, and clinker. The phenomena result in deterioration of mechanical properties and impermeability. Current research on the leaching of cementitious material mainly focuses on ordinary Portland cement (OPC) and its blends with mineral admixtures, while little attention is paid to MHC and moderate heat Portland cement-fly ash (MHC-FA) systems. The latter two MHCs are commonly employed in dam construction. In this work, leaching tests were conducted on MHC pastes and MHC-FA pastes. Comparison with OPC pastes system was further carried out, focusing on the evolution of leaching depth, deterioration of compressive strength, and the impact on phase composition and C-(A)-S-H structure.

Methods

Specimens with a water-to-cement ratio of 0.5 were prepared from MHC pastes (M0), MHC with 30% FA pastes (M30), and OPC pastes (P0). The size of the formed specimens was 40 mm× 40 mm×40 mm. After curing in a standard concrete curing room for two years, five surfaces of the specimens were sealed with epoxy resin, leaving one surface exposed for accelerated leaching in a 5 mol/L NH₄Cl solution. The specimens were taken out from the solution after 7, 14, 28 d, and 56 d, following a test on compressive strength and leaching depth. The leaching depth is determined by spraying a 1% phenolphthalein solution in alcohol on the cut-open specimens. Samples were taken from areas 0-3 mm and 3-6 mm from the leaching exposure surface and pristine surface at 56 d. The thickness of 0-3 mm is labeled as the external layer of the leaching zone, and the thickness of 3-6 mm is labeled as the internal layer of the leaching zone. Characterization techniques included X-ray diffraction (XRD), Thermogravimetric Analysis (TGA), and Solid-State ²⁹Si Nuclear Magnetic Resonance (²⁹Si NMR) spectroscopy. In addition, the porosity of samples was evaluated using the hydrostatic weighing method.

Results and discussion

The Leaching depth of M0 develops slower than OPC, while the M30 is the fastest. Initially, the compressive strength of M0 is higher than P0, but adding 30% fly ash to M0 lowers its compressive strength. Before leaching, the compressive strength of M0 is higher than that of P0, and the M30 has the lowest compressive strength. The compressive strength of the specimens decreases as the leaching time increases. Among them, the compressive strength of M0 is always the highest, and M30 is always the lowest. Compared with OPC, MHC has higher initial compressive strength and a lower strength decline rate, benefiting its long-term corrosion resistance. Although M30 has the lowest initial intensity, its intensity decreases more slowly. Additionally, before leaching, M30 has the highest porosity, P0 is in the middle, and M0 the lowest. Leaching increases the porosity of all samples evenly. Despite M30 has the highest initial porosity, the increasing rate of porosity is the lowest. Similar phenomena are observed for M0 and P0, while P0 shows the highest increasing rate of porosity. There is no significant difference in hydration products among the P0, M0 and M30 in the unleaching regions. The prominent XRD diffraction peaks of the sample before dissolution include Ca(OH)₂, sjoegrenite, ettringite, CaCO₃ and gypsum, and C₃S, C₂S and C₄AF. M30 also contains quartz peaks. The long-time curing leads to carbonation in the external layers. Thus, after leaching, a significant CaCO₃ peak appears. For the leached external layers of P0 and M0, the main phases include CaCO₃, sjoegrenite, ettringite and gypsum, as well as C₃S, C₂S and C₄AF. All ettringite dissolves in the leached external layers of M30, showing weakened peaks of C₃S and C₂S, yet ettringite remains in the internal layer. TGA reveals the Ca(OH)₂ contents of 26.0% for P0, 22.1% for M0, and 5.3% for M30, showing that P0 has the strongest leaching buffering effect. Based on the former result that M0 has the best leaching resistance, the experiments reveales no guaranteed relationship between strong buffering and optimal leaching resistance. This can be understood as that Ca(OH)₂ is the most soluble, and is therefore easier to create more pathways for leaching, leading to significant microstructural damage. The ²⁹Si NMR results reveal that a significant increase in MCL is observed in all the samples due to the decalcification of C-(A)-S-H. Both the internal and external layers of M30 exhibit the highest growth proportions, accompanied by the formation of Si-Al gel. Although the MCL of M0 exceedes that of P0 in both the internal and external layers after leaching, the growth of silicate chain is still lower than that of P0. However, M30 experiences the lowest compressive strength reduction rate, suggesting that microstructural changes from soluble substance leaching may show greater impact on declining mechanical properties than silica gel formation due to C-(A)-S-H decalcification. During the leaching, the stability of AlVI is greater than AlIV.

Conclusions

The main conclusions are summarized as follows: Compared to OPC pastes, MHC pastes experience a slower leaching depth development, leading to enhanced residual compressive strength, decreased pore degradation, mitigated declines in compressive strength and changes in C-(A)-S-H gel structure. Before leaching, OPC pastes has the highest Ca(OH)₂ content, MHC pastes the middle and MHC-FA pastes the lowest. Leaching leads to a significant increase in the MCL of C-(A)-S-H in the paste. After leaching, both the internal and external layers MHC-FA pastes exhibit the largest increase in MCL, accompanied by the production of silica-alumina gel. The average increase of silicate chain length is observed greater in C-(A)-S-H of OPC pastes than that of MHC pastes. During leaching, the stability of AlVI exceeds that of AlIV.

Key words

moderate heat Portland cement / fly ash / leaching / structure and composition / calcium silicate aluminate hydrate gel

引用本文

马跃峰, 金鸣, 汤金辉, 李文伟, 刘加平. 溶蚀作用下中热硅酸盐水泥净浆劣化机理. 硅酸盐学报, 2024 , 52 (11) : 3351 -3360 . DOI: 10.14062/j.issn.0454-5648.20240410

Yuefeng MA, Ming JIN, Jinhui TANG, Wenwei LI, Jiaping LIU. Deterioration Mechanism of Moderate Heat Portland Cement Pastes Under Leaching[J]. Journal of the Chinese Ceramic Society, 2024 , 52 (11) : 3351 -3360 . DOI: 10.14062/j.issn.0454-5648.20240410

基金

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国家自然科学基金(52293430; U2040222; 52379118)

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2024年第52卷第11期

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文章信息

doi: 10.14062/j.issn.0454-5648.20240410

接收时间：2024-06-19
首发时间：2026-10-22
出版时间：2024-11-20

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收稿日期：2024-06-19
修回日期：2024-07-02

基金

国家自然科学基金(52293430; U2040222; 52379118)

作者信息

^1．重庆大学材料科学与工程学院，重庆 400045

^2．东南大学材料科学与工程学院，南京 211189

^3．中国长江三峡集团有限公司水工混凝土工程技术研究室，北京 100038

通讯作者:

刘加平（1967—），男，博士，教授。

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2种不同金属材料的力学参数

科 Family	属数 Number of genus	种数 Number of species	占总种数比例 Percentage of total species (%)	属 Genus	种数 Number of species	占总种数比例 Percentage of total species (%)
鹅膏菌科Amanitaceae	2	11	5.26	鹅膏菌属 Amanita	10	4.78
小菇科 Mycenaceae	2	12	5.74	丝盖伞属 Inocybe	5	2.39
多孔菌科 Polyporaceae	8	14	6.70	蜡蘑属 Laccaria	5	2.39
红菇科 Russulaceae	3	23	11.00	小皮伞属 Marasmius	6	2.87
				小菇属 Mycena	11	5.26
				光柄菇属 Pluteus	5	2.39
				红菇属 Russula	17	8.13
				栓菌属 Trametes	5	2.39

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