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火山灰-硅灰-水泥复合胶凝材料的协同水化特性分析
易絲雨, 杨震东, 王俊, 唐兵, 聂思航, 何清慧, 刘数华
长江科学院院报 ›› 2026, Vol. 43 ›› Issue (4) : 201-209.
PDF(1947 KB)
PDF(1947 KB)
火山灰-硅灰-水泥复合胶凝材料的协同水化特性分析
Synergistic Hydration Characteristics of Volcanic Ash-Silica Fume-Cement Composite Cementitious Material
天然火山灰作为潜在的矿物掺合料,具备降低水泥用量、减少碳排放的环保优势,但因其活性较低,单掺常导致水泥基材料早期性能下降。为提升其工程适用性,以川藏地区低活性火山灰为基础,复掺少量硅灰,构建复合胶凝体系,系统研究其水化行为与微观结构演变。采用XRD、SEM、TG-DTG和压汞法等手段,结合力学性能试验,对不同龄期试件的水化产物、孔隙结构及强度发展规律进行表征与分析。结果表明:单掺火山灰体系早期水化反应迟缓,活性指数与强度较低;硅灰的引入显著促进C-S-H凝胶生成,细化孔径分布,提高结构致密性,有效提升早期和后期强度。28 d龄期下,复掺27%火山灰与3%硅灰的胶凝体系的抗压强度较单掺试件增长了64%,较纯水泥基准试件增长了15%,活性指数提升明显。
[Objective] Natural volcanic ash has environmental advantages in reducing cement consumption and lowering carbon emissions. However, due to its low reactivity, the use of volcanic ash alone often leads to reduced early-age performance of cement-based materials. This study aims to develop a volcanic ash-silica fume composite cementitious system based on low-reactivity volcanic ash from the Sichuan-Xizang region, and to systematically investigate its hydration behavior, microstructural evolution, and mechanical properties, thereby providing theoretical and technical support for the engineering application of volcanic ash. [Methods] Multiple characterization methods were used to systematically analyze the hydration characteristics and microstructure of the composite cementitious system. First, X-ray diffraction (XRD) and scanning electron microscopy (SEM) were used to qualitatively and quantitatively analyze hydration products at different curing ages to investigate the formation of C-S-H gel and its microstructural characteristics in the volcanic ash-silica fume composite system. Second, thermogravimetric and derivative thermogravimetric analysis (TG-DTG) was conducted to examine the thermal decomposition behavior of the materials, thereby revealing the composite effect of volcanic ash and silica fume from a thermodynamic perspective. To further evaluate the influence of pore structure on strength, mercury intrusion porosimetry (MIP) was used to analyze the pore size distribution of samples at different curing ages. Meanwhile, mechanical performance tests, such as compressive strength tests, were conducted to evaluate the mechanical properties of systems with different mix proportions. [Results] The single volcanic ash-blended system exhibited relatively sluggish early hydration, resulting in a lower strength activity index and mechanical strength. In contrast, the incorporation of silica fume significantly promoted the formation of C-S-H gel, refined the pore size distribution, enhanced the densification of cement-based materials, and consequently improved both the early- and late-age strength of the composite system. At 28 days, the composite system containing 27% volcanic ash and 3% silica fume showed a significant advantage, with its compressive strength approximately 28% higher than that of the single volcanic ash-blended system, and with a markedly increased strength activity index. Microstructural analysis further indicated that the C-S-H gel in the composite system was dense and uniformly distributed, and the pore structure was effectively optimized. [Conclusion] The combined use of low-reactivity volcanic ash and silica fume significantly enhances hydration activity and mechanical performance, particularly strength. The novelty of this study lies in optimizing the combined dosage of volcanic ash and silica fume, which not only improves mechanical performance but also optimizes the microstructure, resulting in a denser structural system. Therefore, the volcanic ash-silica fume composite cementitious system shows strong engineering applicability and provides an important reference for the development of low-carbon and environmentally friendly cement replacement materials.
硅灰 / 低活性火山灰 / 复合胶凝材料 / 矿物掺合料 / X射线荧光光谱分析(XRD) / 扫描电镜(SEM) / 抗压强度
silica fume / low-reactivity volcanic ash / composite cementitious material / mineral admixture / X-Ray diffraction (XRD) / scanning electron microscopy (SEM) / compressive strength
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In order to study the influence of gypsum and silica fume on the early compressive strength of portland cementing material, we test the compressive strength of cement with different content of gypsum and silica fume at 4 h, 1 d and 28 d respectively. The microstructure characteristics of hydration products were analyzed by X-ray diffraction and scanning electron microscope. In a certain range, research shows that the compressive strength of cementing material increases with the content of gypsum increases, the compressive strength reaches peak when the content is 0. 75%, and compressive strength reached 5. 8 MPa and 63. 4 MPa at 4 h and 1 d. Silica fume increased from 0% to 15%, the compressive strength of cementing material increased by the content went up. The microstructure characteristics of the hardened cement paste shows that in, a certain range of gypsum to brought the amount of AFt in the system increased, the silica made the C-S-H get increased in the system,and unhydrated silica filled the pore of system.
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The addition of suitable amount of coal gangue to cement mortar may increase cement mortar strength. When the content of coal gangue is 9%, the compressive strengths at 3 and 28 d increased 1.0 MPa and 2.0 MPa, respectively. The analysis by XRD, TGA-DTA and SEM showed that the addition of coal gangue prompted the hydration reaction at early stage of 7 days. The hydration products are AFt, C-S-H, AFm and Ca(OH)_2. These hydration products and crystal structures are different. After modification, hydration products increased and the hydration speed was quickened. As a result, the cement mortar strength increased.
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以锑尾矿微粉作为主要原料,辅以水泥熟料、活化剂和促凝剂制备锑尾矿粉基复合胶凝材料,并从力学性能及微观结构等方面对复合胶凝材料的水化特性进行探究。结果表明,试件浆体的抗压强度随着锑尾矿微粉掺量的增加而减小,质量掺量为70%时仍满足尾矿固化筑坝要求。不同活化剂对复合胶凝材料强度的影响显著不同,当掺入磷石膏和生石灰且其质量比例为2∶1时,试件活化效果最好,7 d抗压强度达到10.42 MPa。试件浆体的最终水化产物主要为C-S-H凝胶和氢氧化钙,此外还有少量钙矾石生成。选择铝酸盐水泥作为促凝剂且质量掺量为3%时,能有效缩短试件凝结时间,满足快速固化的要求。同时利用锑尾矿粉基复合胶凝材料可以实现细粒锑尾矿的快速原位固化。
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Antimony tailings fine powder was used as the main raw material, supplemented with cement clinker, activator and accelerator to prepare antimony tailings powder-based composite cementitious material. Hydration characteristics of composite cementitious materials in terms of mechanical properties and microstructure were investigated. The results show that compressive strength of specimen slurry decreases with the increase of the amount of antimony tailings fine powder. When the mass fraction of admixture is 70%, it still meets the requirements of tailings solidification and damming. Effects of different activators on the strength of composite cementitious materials are significantly different. When phosphogypsum and quicklime are mixed and the mass ratio is 2∶1, the activition effect of specimen is the best, and compressive strength reaches 10.42 MPa in 7 d. The final hydration products of specimen slurry are mainly C-S-H gel, calcium hydroxide, and a small amount of ettringite. When aluminate cement is selected as the accelerator and the mass fraction is 3%, it effectively shortens the setting time of specimen and meets the requirements of rapid solidification. The use of antimony tailings powder-based composite cementitious material achieves rapid in-situ solidification of fine-grain antimony tailings.
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为了提高低标号水泥基材料的力学性能和耐久性,基于纳米粉体的特殊性能与效应,采用超细硅灰对水泥基材料进行改性.除进行宏观力学性能和耐久性测试之外,运用XRD、TGA-DTA、SEM等方法,研究了超细硅灰改性水泥基材料的相组成、显微结构及微观形貌.结果表明:水泥基复合材料最佳配比为水泥∶粉煤灰∶超细硅灰∶早强减水剂为1∶1∶0.025∶0.015,此时超细硅灰能够很好地促进水泥水化,使水化产物增多,水泥石基体相的显微结构致密,C-S-H凝胶交织成致密的网状结构,结构缺陷显著降低,导致强度明显增大、耐久性显著提高.
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为了提高低标号水泥基材料的力学性能和耐久性,基于纳米粉体的特殊性能与效应,采用超细硅灰对水泥基材料进行改性.除进行宏观力学性能和耐久性测试之外,运用XRD、TGA-DTA、SEM等方法,研究了超细硅灰改性水泥基材料的相组成、显微结构及微观形貌.结果表明:水泥基复合材料最佳配比为水泥∶粉煤灰∶超细硅灰∶早强减水剂为1∶1∶0.025∶0.015,此时超细硅灰能够很好地促进水泥水化,使水化产物增多,水泥石基体相的显微结构致密,C-S-H凝胶交织成致密的网状结构,结构缺陷显著降低,导致强度明显增大、耐久性显著提高.
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