硅酸盐学报

对硅酸盐水泥体积稳定性与力学性能的影响

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裴天蕊 ¹ , 齐冬有 ² , 邹德麟 ³ , 赵卫丽 ⁴ , 汪智勇 ² , 郝禄禄 ³ , 王亚丽 ¹ , 张钰 ² , 刘洪印 ³

硅酸盐学报 | 研究论文 2024,52(5): 1520-1531

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硅酸盐学报 |研究论文 2024 , 52 (5) : 1520 -1531

对硅酸盐水泥体积稳定性与力学性能的影响

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裴天蕊¹, 齐冬有², 邹德麟³, 赵卫丽⁴, 汪智勇², 郝禄禄³, 王亚丽¹, 张钰², 刘洪印³

作者信息

^1．北京工业大学材料科学与工程学院，北京 100124

^2．建筑材料工业技术监督研究中心，北京 100024

^3．中核国电漳州能源有限公司，福建漳州 363300

^4．国家建筑材料展贸中心，北京 100080

通讯作者:

王亚丽（1978—），女，博士，教授。

作者简介:

裴天蕊（1997—），女，博士研究生。

Effect of

on Volumetric Stability and Mechanical Properties of Portland Cement

Tianrui PEI¹, Dongyou QI², Delin ZOU³, Weili Zhao⁴, Zhiyong WANG², Lulu HAO³, Yali WANG¹, Yu ZHANG², Hongyin LIU³

Affiliations

^1.College of Materials Science and Engineering, Beijing University of Technology, Beijing 100124, China

^2.Technicalsupervision & Research Center for China Building Materials, Beijing 100124, China

^3.Cnnp Guodian Zhangzhou Energy Co., Ltd., Zhangzhou 353300, Fujian, China

^4.China National Building Materials Exhibition & Trade Center, Beijing 100080, China

Corresponding Author:

WANG Yali (1978-), female, Ph.D., Professor. E-mail: wangyali1978@bjut.edu.cn

PEI Tianrui (1997-), female, Doctoral candidate. E-mail: 15731322092@163.com

出版时间: 2024-05-20 doi: 10.14062/j.issn.0454-5648.20230676

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摘要

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针对预制构件存在早期强度发展不足，后期体积稳定性差的缺点，以无水硫铝酸钙（）和硬石膏（）作为调控胶凝材料，针对对硅酸盐水泥体积稳定性和力学性能的影响机理进行了探讨，对制备体积稳定的早强硅酸盐水泥基胶凝材料具有一定的指导意义。先用自由膨胀率与抗压强度分析了水泥浆体的体积及力学性能变化规律，再用X射线衍射仪、热分析仪、压汞仪和扫描电镜探究了该体系膨胀及水化机理。结果表明：能改善硅酸盐水泥的体积稳定性，提高其早期强度，加速水泥的水化进程。当含量为10%、摩尔比为11时，12 h钙矾石（AFt）含量可达5.61%，28 d含量为8.51%。和的水化作用会消耗硅酸盐矿物水化产生的Ca（OH）₂。细针棒状的AFt生长在水泥硬化浆体的表面及孔隙中，与水化硅酸钙（C-S-H）凝胶在水泥浆体中相互胶结，使得孔径明显细化，最可几孔径减小至12 nm，水泥浆体的28 d总孔隙率下降至17.24%，结构更加致密，利于硅酸盐水泥体积稳定性发展。

关键词

硅酸盐水泥 / 无水硫铝酸钙 / 硬石膏 / 水化 / 体积稳定性

Abstract

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Introduction

With the rapid development of assembled buildings, the low-carbon and high-efficient production of precast concrete components becomes a hotspot for the industry. Portland cement (PC), as one of the most important cementitious materials for the preparation of precast components, has the disadvantages of insufficient early strength development and late volumetric shrinkage. To realize the volume stability of non-steam-cured precast components, expansion agents are often introduced into Portland cement. Sulphoaluminate cement (CSA) with a large amount of Ye'elimite and gypsum is often used to improve the early strength and volumetric stability of PC. Different types of CSA have different expansion capacities due to the different contents of Ye'elimite and gypsum, affecting the composition of the hydration products with the saturation of ettringite. In this paper, the mechanical properties and volumetric stability of the specimens were investigated via varying the relative contents of and in Portland cement (i.e., molar ratio and content). The hydration process, phases composition, and the microstructure of system were characterized to analyze the effect of on the hydration of Portland cement.

Methods

Portland cement clinker (Tangshan Jidong Cement Sanyou Co., Ltd., China), and anhydrite (Tangshan Polar Bear Building Materials Co., China) were used as raw materials. CaCO₃, Al₂O₃, and CaSO₄-2H₂O mixed in a molar ratio of 3∶3∶1 were heat-treated in a high-temperature muffle furnace for 2 h to obtain the mineral. Four different molar ratios of M, 2, 5, 8 and 11 were designed, while five content levels of 5%, 10%, 15%, 20% and 25% were set up in a total of 20 sets of crossover experiments. The 10%-M2 represents the content of this sample of in Portland cement clinker is 10% at the molar ratio M of 2.

The water-cement ratio was 0.35, and the paste was molded as a net paste test block with the sizes of 20 mm×20 mm×20 mm. The compressive strength at the corresponding age was determined. The phase compositions of the hydration products were analyzed by a model D/Max-RB X-ray diffractometer and a model STA 449F3 thermal analyzer. The pore structure of the specimens was characterized by a model AutoPore IV 9500 V1.09 instrument.

Results and discussion

has an effect on the free expansion rate of Portland cement, and it can significantly increase the early compressive strength of Portland cement clinker. When the content of ≤15% in the sample, the free expansion rate is small, the volumetric stability is better. When hydration time is 14 d, the free expansion rate remains stabilized, and the expansion rate of the specimen does not change at 28 d. The free expansion rate of the sample is lower than that of the sample with . The effect of on the expansion properties of Portland cement belongs to the ettringite-type expansion. The key reason of the volume stability and early strength development of the system is affected by the amount of ettringte. Ettringite growth in the molding paste is limited as the crystal grows, the pressure of ettringite on the surrounding paste environment gradually increases, reaching a certain threshold that makes the specimen gradually collapse. As a result, the amount of ettringite generation is strictly controlled. At ettringite content of less than 8.51%, the compressive strength increases with the increase of ettringite content. Ettringite plays a role of dense pore. However, at the ettringite content of more than 8.51%, the expansion increases with increasing ettringite content, and the mechanical properties of the cement begin to decrease.

The most available pore sizes of the specimens 10%-M11 were smaller than those of the specimens 5%-M11, while the specimens 10%-M11 have a narrower distribution of pore sizes and smaller total porosity, which can account for the maximum mechanical properties. The location and the crystallization situation of hydration products both have an influence on the expansion properties of Portland cement. Ettringite fills the pores of the paste, and the C-S-H gel can adhere other hydration products such as ettringite to enhance the performance of the cement, and avoid the ettringite abnormal growth.

Conclusions

The 10% content of appropriately increased the expansion deformation of Portland cement, limited its late volumetric deformation and stablized the expansion rate. The content of also improved the early mechanical properties of Portland cement, having a positive effect on the development of mechanical properties. Under the condition of 10% and the molar ratio of of 11, the compressive strength of Portland cement at 12 h was increased by 102%, and the free expansion rate at 28 d was 0.279%. There were three main reasons of high early strength in the system, i.e., hydration of , hydration of C₃A with , and rapid hydration of C₃S. The increased content of facilitated the formation of ettringite, and hydration consumed Ca(OH)₂ in the hydration product to generate ettringite to cause the expansion, accelerating the hydration rate of the silicate phase and improving the cement hydration degree. The ettringite generated by the hydration of could compensate for the self-shrinkage of Portland cement, and the short and fine needle-like ettringite grew on the surface of the hardened cement paste and in the pores, and the staggered lapping filled the pores, reducing the total porosity of the cement and the most available pores. An appropriate amount of could optimize the distribution of ettringite in the system, and avoid the expansion caused by the abnormal growth of ettringite crystal size.

Key words

Portland cement / Ye'elimite / anhydrite / hydration / volumetric stability

引用本文

裴天蕊, 齐冬有, 邹德麟, 赵卫丽, 汪智勇, 郝禄禄, 王亚丽, 张钰, 刘洪印.

对硅酸盐水泥体积稳定性与力学性能的影响. 硅酸盐学报, 2024 , 52 (5) : 1520 -1531 . DOI: 10.14062/j.issn.0454-5648.20230676

Tianrui PEI, Dongyou QI, Delin ZOU, Weili Zhao, Zhiyong WANG, Lulu HAO, Yali WANG, Yu ZHANG, Hongyin LIU. Effect of

on Volumetric Stability and Mechanical Properties of Portland Cement[J]. Journal of the Chinese Ceramic Society, 2024 , 52 (5) : 1520 -1531 . DOI: 10.14062/j.issn.0454-5648.20230676

基金

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北京市科技计划项目(Z221100007522002)

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2024年第52卷第5期

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文章信息

doi: 10.14062/j.issn.0454-5648.20230676

接收时间：2023-09-01
首发时间：2026-10-22
出版时间：2024-05-20

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