Wolfgang Kunther , Barbara Lothenbach , Jørgen Skibsted
{"title":"C-S-H相Ca/Si比对与硫酸盐离子相互作用的影响及其对钙矾石结晶压力的影响","authors":"Wolfgang Kunther , Barbara Lothenbach , Jørgen Skibsted","doi":"10.1016/j.cemconres.2014.12.002","DOIUrl":null,"url":null,"abstract":"<div><p>The effect of the Ca/Si ratio of the calcium–silicate–hydrate (C–S–H) phase on the interaction with sulfate ions is investigated for C–S–H phases (Ca/Si<!--> <!-->=<!--> <span><span>0.83, 1.25, 1.50) and mortar samples of blended Portland cements. It is shown that leaching of calcium from C–S–H and </span>portlandite<span><span> affects the composition of the pore solution<span> and contributes to the developing crystallization pressure of ettringite. Sulfate profiles show that sulfate binding before cracking is similar for different Ca/Si ratios whereas the highest expansion rates are observed for the mortars with the highest Ca/Si ratios. After leaching in </span></span>sulfate solutions, the C–S–H samples have been characterized by </span></span><sup>29</sup><span>Si MAS NMR, thermogravimetric analysis<span><span>, and elemental solution analysis. Generally, the exposure to sulfate solutions results in decalcification of the C–S–H, which increases with decreasing Ca/Si ratio. The data are in good agreement with thermodynamic modeling, indicating that equilibrium is almost achieved in the leached systems. Finally, the expansion of mortar samples exposed to sulfate solutions was much less at lower Ca/Si ratios of the cement blends. This reduced expansion can be related to the decrease of the </span>supersaturation of the pore solution with respect to ettringite at lower Ca/Si ratios of the C–S–H and in the absence of portlandite.</span></span></p></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"69 ","pages":"Pages 37-49"},"PeriodicalIF":13.1000,"publicationDate":"2015-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.cemconres.2014.12.002","citationCount":"137","resultStr":"{\"title\":\"Influence of the Ca/Si ratio of the C–S–H phase on the interaction with sulfate ions and its impact on the ettringite crystallization pressure\",\"authors\":\"Wolfgang Kunther , Barbara Lothenbach , Jørgen Skibsted\",\"doi\":\"10.1016/j.cemconres.2014.12.002\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The effect of the Ca/Si ratio of the calcium–silicate–hydrate (C–S–H) phase on the interaction with sulfate ions is investigated for C–S–H phases (Ca/Si<!--> <!-->=<!--> <span><span>0.83, 1.25, 1.50) and mortar samples of blended Portland cements. It is shown that leaching of calcium from C–S–H and </span>portlandite<span><span> affects the composition of the pore solution<span> and contributes to the developing crystallization pressure of ettringite. Sulfate profiles show that sulfate binding before cracking is similar for different Ca/Si ratios whereas the highest expansion rates are observed for the mortars with the highest Ca/Si ratios. After leaching in </span></span>sulfate solutions, the C–S–H samples have been characterized by </span></span><sup>29</sup><span>Si MAS NMR, thermogravimetric analysis<span><span>, and elemental solution analysis. Generally, the exposure to sulfate solutions results in decalcification of the C–S–H, which increases with decreasing Ca/Si ratio. The data are in good agreement with thermodynamic modeling, indicating that equilibrium is almost achieved in the leached systems. Finally, the expansion of mortar samples exposed to sulfate solutions was much less at lower Ca/Si ratios of the cement blends. This reduced expansion can be related to the decrease of the </span>supersaturation of the pore solution with respect to ettringite at lower Ca/Si ratios of the C–S–H and in the absence of portlandite.</span></span></p></div>\",\"PeriodicalId\":266,\"journal\":{\"name\":\"Cement and Concrete Research\",\"volume\":\"69 \",\"pages\":\"Pages 37-49\"},\"PeriodicalIF\":13.1000,\"publicationDate\":\"2015-03-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/j.cemconres.2014.12.002\",\"citationCount\":\"137\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Cement and Concrete Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0008884614002440\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Cement and Concrete Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0008884614002440","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 137
摘要
研究了C-S-H相(Ca/Si = 0.83, 1.25, 1.50)和混合硅酸盐水泥砂浆样品的Ca/Si比对硅酸盐水合钙(C-S-H)相与硫酸盐离子相互作用的影响。结果表明,钙从钙镁钙和钾长石中浸出,影响了孔隙溶液的组成,增加了钙长石的结晶压力。硫酸盐剖面表明,不同Ca/Si比的砂浆在开裂前的硫酸盐结合是相似的,而Ca/Si比最高的砂浆膨胀率最高。在硫酸盐溶液中浸出后,用29Si MAS NMR、热重分析和元素溶液分析对C-S-H样品进行了表征。一般情况下,暴露于硫酸盐溶液中会导致C-S-H脱钙,并随着Ca/Si比的降低而增加。所得数据与热力学模型吻合良好,表明浸出系统几乎达到了平衡。最后,在钙硅比较低的水泥混合物中,砂浆试样暴露于硫酸盐溶液中的膨胀要小得多。这种减小的膨胀可能与钙矾石相对于钙矾石的过饱和度的降低有关,当钙矾石与钙矾石的钙硅比较低时,并且在不含钾矾的情况下。
Influence of the Ca/Si ratio of the C–S–H phase on the interaction with sulfate ions and its impact on the ettringite crystallization pressure
The effect of the Ca/Si ratio of the calcium–silicate–hydrate (C–S–H) phase on the interaction with sulfate ions is investigated for C–S–H phases (Ca/Si = 0.83, 1.25, 1.50) and mortar samples of blended Portland cements. It is shown that leaching of calcium from C–S–H and portlandite affects the composition of the pore solution and contributes to the developing crystallization pressure of ettringite. Sulfate profiles show that sulfate binding before cracking is similar for different Ca/Si ratios whereas the highest expansion rates are observed for the mortars with the highest Ca/Si ratios. After leaching in sulfate solutions, the C–S–H samples have been characterized by 29Si MAS NMR, thermogravimetric analysis, and elemental solution analysis. Generally, the exposure to sulfate solutions results in decalcification of the C–S–H, which increases with decreasing Ca/Si ratio. The data are in good agreement with thermodynamic modeling, indicating that equilibrium is almost achieved in the leached systems. Finally, the expansion of mortar samples exposed to sulfate solutions was much less at lower Ca/Si ratios of the cement blends. This reduced expansion can be related to the decrease of the supersaturation of the pore solution with respect to ettringite at lower Ca/Si ratios of the C–S–H and in the absence of portlandite.
期刊介绍:
Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.