Upcycling of molybdenum tailings, coal gangue and slag into sustainable repaired composites by geopolymerization technology: Workability, embodied carbon and mechanical-microstructural development

IF 5.5 2区 化学 Q2 CHEMISTRY, MULTIDISCIPLINARY
Jun Li , Shuang Cao , Qian Su , Hesong Jin , Chang Cai , Lingkun Chen , Jianxing Liu , Tuan Ngo
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Firstly, the fresh and harden properties of geopolymer repaired composites was systematically studied including water bleeding rate, fluidity, setting time, unconfined compressive strength and bonding strength. The micro performance of geopolymer repaired composites was analyzed via scanning electron microscopy, thermogravimetry-derivative thermogravimetry, X-ray diffraction and fourier transform infrared spectroscopy to give some new viewpoints for revealing the coupled geopolymerization mechanism of molybdenum tailings/coal gangue/ground granulated blast-furnace slag in geopolymer repaired composites. Meanwhile, the gray level of concrete contact surface is calculated. The results show that the properties of geopolymer repaired composites with 5% NaOH designed by 1:3 binder/sand, 0.5 w/c and 1:3 molybdenum tailings/ground granulated blast-furnace slag were optimal properties with 1.73% water bleeding rate, 192 mm fluidity, 58 min and 178 min the initial and final setting time, respectively, 21.443 MPa 28-d unconfined compressive strength and 2.642 MPa bonding strength. Excessive NaOH amount would inhibit the unconfined compressive strength and bonding strength of geopolymer repaired composites, while the increase of ground granulated blast-furnace slag would improve unconfined compressive strength and bonding strength. The primary hydration products of geopolymer repaired composites were C–S–H and C-A-S-H gels. Molybdenum tailings, coal gangue, and ground granulated blast-furnace slag showed an important synergistic effect, improving its geopolymerization reaction and strength. Besides, bonding strength of geopolymer repaired composites was highly correlated with unconfined compressive strength and fractal dimension of surface roughness. The relation coefficients are 0.92005 and 0.94006, respectively. With the higher the unconfined compressive strength of geopolymer repaired composites and the larger fractal dimension of the concrete contact surface, the bonding strength of geopolymer repaired composites is higher and the bond between geopolymer repaired composites and concrete is denser. The increase in the amount of NaOH and the increase in ground granulated blast-furnace slag have an increasing and decreasing trend on the carbon emissions of geopolymer repaired composites, respectively. The most obvious increasing and decreasing trends are that the carbon emissions of GRC increase from 66.41 kg CO<sub>2</sub>-e/m<sup>3</sup> to 96.28 kg CO<sub>2</sub>-e/m<sup>3</sup> and decrease from 79.81 kg CO<sub>2</sub>-e/m<sup>3</sup> to 76.37 kg CO<sub>2</sub>-e/m<sup>3</sup>. The increase in the amount of NaOH is the main reason for the increase in the carbon emissions of geopolymer repaired composites, while the increase in ground granulated blast-furnace slag helps to reduce the carbon emissions of geopolymer repaired composites. The carbon emission of geopolymer repaired composites was reduced by 75.08%–83.4% compared with traditional mortar. The 28-day per unit unconfined compressive strength carbon emission of the geopolymer repaired composites with the optimal mix is 46.63% lower than that of the traditional mortar. Overall, this study can provide new viewpoints and novel channels for converting solid waste, including molybdenum tailings and coal gangue, into green recycled construction materials, provide highly promising insight for designing green construction products and new ideas in the development of low-carbon remediation materials for environmental sustainability, contribute an important force to environmental protection, and promote the growth of economic benefits in the process.</div></div>","PeriodicalId":22138,"journal":{"name":"Sustainable Chemistry and Pharmacy","volume":"42 ","pages":"Article 101836"},"PeriodicalIF":5.5000,"publicationDate":"2024-11-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Sustainable Chemistry and Pharmacy","FirstCategoryId":"92","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S235255412400411X","RegionNum":2,"RegionCategory":"化学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CHEMISTRY, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

Abstract

The major disadvantage of reinforced concrete structure was multi cracks under loading, seriously affecting its normal performance, but using traditional repaired materials to strengthen reinforced concrete structures can bring some side-effects, such as higher carbon oxide and cost. Herein, this study successfully designed an eco-friendly geopolymer repaired composites developed by molybdenum tailings, ground granulated blast-furnace slag and coal gangue. Firstly, the fresh and harden properties of geopolymer repaired composites was systematically studied including water bleeding rate, fluidity, setting time, unconfined compressive strength and bonding strength. The micro performance of geopolymer repaired composites was analyzed via scanning electron microscopy, thermogravimetry-derivative thermogravimetry, X-ray diffraction and fourier transform infrared spectroscopy to give some new viewpoints for revealing the coupled geopolymerization mechanism of molybdenum tailings/coal gangue/ground granulated blast-furnace slag in geopolymer repaired composites. Meanwhile, the gray level of concrete contact surface is calculated. The results show that the properties of geopolymer repaired composites with 5% NaOH designed by 1:3 binder/sand, 0.5 w/c and 1:3 molybdenum tailings/ground granulated blast-furnace slag were optimal properties with 1.73% water bleeding rate, 192 mm fluidity, 58 min and 178 min the initial and final setting time, respectively, 21.443 MPa 28-d unconfined compressive strength and 2.642 MPa bonding strength. Excessive NaOH amount would inhibit the unconfined compressive strength and bonding strength of geopolymer repaired composites, while the increase of ground granulated blast-furnace slag would improve unconfined compressive strength and bonding strength. The primary hydration products of geopolymer repaired composites were C–S–H and C-A-S-H gels. Molybdenum tailings, coal gangue, and ground granulated blast-furnace slag showed an important synergistic effect, improving its geopolymerization reaction and strength. Besides, bonding strength of geopolymer repaired composites was highly correlated with unconfined compressive strength and fractal dimension of surface roughness. The relation coefficients are 0.92005 and 0.94006, respectively. With the higher the unconfined compressive strength of geopolymer repaired composites and the larger fractal dimension of the concrete contact surface, the bonding strength of geopolymer repaired composites is higher and the bond between geopolymer repaired composites and concrete is denser. The increase in the amount of NaOH and the increase in ground granulated blast-furnace slag have an increasing and decreasing trend on the carbon emissions of geopolymer repaired composites, respectively. The most obvious increasing and decreasing trends are that the carbon emissions of GRC increase from 66.41 kg CO2-e/m3 to 96.28 kg CO2-e/m3 and decrease from 79.81 kg CO2-e/m3 to 76.37 kg CO2-e/m3. The increase in the amount of NaOH is the main reason for the increase in the carbon emissions of geopolymer repaired composites, while the increase in ground granulated blast-furnace slag helps to reduce the carbon emissions of geopolymer repaired composites. The carbon emission of geopolymer repaired composites was reduced by 75.08%–83.4% compared with traditional mortar. The 28-day per unit unconfined compressive strength carbon emission of the geopolymer repaired composites with the optimal mix is 46.63% lower than that of the traditional mortar. Overall, this study can provide new viewpoints and novel channels for converting solid waste, including molybdenum tailings and coal gangue, into green recycled construction materials, provide highly promising insight for designing green construction products and new ideas in the development of low-carbon remediation materials for environmental sustainability, contribute an important force to environmental protection, and promote the growth of economic benefits in the process.

Abstract Image

利用地层聚合技术将钼尾矿、煤矸石和矿渣升级再循环为可持续修复复合材料:可加工性、含碳量和机械微结构发展
钢筋混凝土结构的主要缺点是在荷载作用下出现多条裂缝,严重影响其正常性能,但使用传统的修复材料来加固钢筋混凝土结构会带来一些副作用,如较高的碳氧化物和成本。为此,本研究成功设计了一种由钼尾矿、磨细高炉矿渣和煤矸石开发的环保型土工聚合物修复复合材料。首先,系统研究了土工聚合物修复复合材料的新鲜和硬化性能,包括渗水率、流动性、凝结时间、无侧限抗压强度和粘结强度。通过扫描电子显微镜、热重-衍生热重、X 射线衍射和傅里叶变换红外光谱分析了土工聚合物修复复合材料的微观性能,为揭示钼尾矿/煤矸石/磨细高炉矿渣在土工聚合物修复复合材料中的耦合土工聚合机理提供了新的视角。同时,计算了混凝土接触面的灰度。结果表明,采用 1:3 粘结剂/砂、0.5 w/c 和 1:3 钼尾矿/粒化高炉矿渣设计的含 5%NaOH的土工聚合物修复复合材料的性能最佳,泌水率为 1.73%,流动度为 192 mm,初凝时间和终凝时间分别为 58 min 和 178 min,28 d 抗压强度为 21.443 MPa,粘结强度为 2.642 MPa。过量的 NaOH 会抑制土工聚合物修复复合材料的无侧限抗压强度和粘结强度,而增加磨细高炉矿渣的用量则会提高无侧限抗压强度和粘结强度。土工聚合物修复复合材料的主要水化产物是 C-S-H 和 C-A-S-H 凝胶。钼尾矿、煤矸石和磨细粒状高炉矿渣具有重要的协同作用,可改善其土工聚合反应和强度。此外,土工聚合物修补复合材料的粘结强度与无侧限抗压强度和表面粗糙度的分形维数高度相关。相关系数分别为 0.92005 和 0.94006。土工聚合物修复复合材料的无侧限抗压强度越高,混凝土接触面的分形尺寸越大,土工聚合物修复复合材料的粘结强度就越高,与混凝土之间的粘结就越致密。NaOH用量的增加和磨细高炉矿渣用量的增加对土工聚合物修复复合材料的碳排放量分别有增加和减少的趋势。最明显的增减趋势是土工合成材料的碳排放量从 66.41 kg CO2-e/m3 增加到 96.28 kg CO2-e/m3,从 79.81 kg CO2-e/m3 减少到 76.37 kg CO2-e/m3。NaOH用量的增加是土工聚合物修复复合材料碳排放量增加的主要原因,而磨细高炉矿渣用量的增加则有助于降低土工聚合物修复复合材料的碳排放量。与传统砂浆相比,土工聚合物修复复合材料的碳排放量减少了 75.08%-83.4%。与传统砂浆相比,采用最佳混合物的土工聚合物修复复合材料的 28 天单位无侧限抗压强度碳排放量降低了 46.63%。总之,该研究为将钼尾矿、煤矸石等固体废弃物转化为绿色再生建筑材料提供了新观点和新途径,为设计绿色建筑产品提供了极具前景的见解,为开发环境可持续发展的低碳修复材料提供了新思路,为环境保护贡献了重要力量,并在此过程中促进了经济效益的增长。
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来源期刊
Sustainable Chemistry and Pharmacy
Sustainable Chemistry and Pharmacy Environmental Science-Pollution
CiteScore
8.20
自引率
6.70%
发文量
274
审稿时长
37 days
期刊介绍: Sustainable Chemistry and Pharmacy publishes research that is related to chemistry, pharmacy and sustainability science in a forward oriented manner. It provides a unique forum for the publication of innovative research on the intersection and overlap of chemistry and pharmacy on the one hand and sustainability on the other hand. This includes contributions related to increasing sustainability of chemistry and pharmaceutical science and industries itself as well as their products in relation to the contribution of these to sustainability itself. As an interdisciplinary and transdisciplinary journal it addresses all sustainability related issues along the life cycle of chemical and pharmaceutical products form resource related topics until the end of life of products. This includes not only natural science based approaches and issues but also from humanities, social science and economics as far as they are dealing with sustainability related to chemistry and pharmacy. Sustainable Chemistry and Pharmacy aims at bridging between disciplines as well as developing and developed countries.
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