| 22 | 0 | 31 |
| 下载次数 | 被引频次 | 阅读次数 |
[目的]矿渣基地质聚合物具有良好的耐化学侵蚀性能,但在实际应用过程中存在局限性。掺入低活性偏高岭土可改善其施工性能,提高其抗侵蚀性能。[方法]以矿渣和偏高岭土为原料,水玻璃为激发剂,制备了矿渣/偏高岭土地质聚合物,考察了海水侵蚀条件下其力学性能、氯离子含量和产物组成,并进行了热重分析。[结果]加入适量的偏高岭土可以增加矿渣基地质聚合物遭海水侵蚀后的力学性能。当偏高岭土掺量为10%时,180 d海水侵蚀后矿渣基地质聚合物的抗折强度和抗压强度分别提升了13.5%和5.9%。而且与纯矿渣基地质聚合物相比,其总氯离子含量、自由氯离子含量及结合氯离子含量都更低。海水侵蚀后,地质聚合物样品5 mm深度以内的表层生成了Mg(OH)2沉淀,导致致密性提高,令其与海水中侵蚀性离子的相互作用减少。[结论]结合矿渣地质聚合物自身在侵蚀环境中的稳定性,偏高岭土的掺入使得地质聚合物具有更好的耐海水侵蚀能力。
Abstract:[Objective] Slag-based geopolymers exhibit good resistance to chemical erosion, but they have limitations in practical applications. Incorporating low-reactivity metakaolin can improve their workability and enhance their erosion resistance. [Method] Slag/metakaolin geopolymers were prepared with water glass as an activator. Their mechanical properties, chloride ion content, and product composition under seawater erosion conditions were studied, accompanied by thermogravimetric analysis(TGA). [Result] The addition of an appropriate amount of metakaolin increased the mechanical properties of slag-based geopolymers after seawater erosion. At a metakaolin content of 10%, the flexural strength and compressive strength of the slag-based geopolymer after 180 days of seawater exposure increased by 13.5% and 5.9%, respectively. Furthermore, compared to the metakaolin-free slag-based geopolymer, its total chloride ion content, free chloride ion content, and bound chloride ion content were all lower. After seawater erosion, Mg(OH)2 precipitate formed on the surface layer within 5 mm depth of the geopolymer samples, leading to increased compactness and reduced interaction with aggressive ions in seawater. [Conclusion] Combined with the inherent stability of slagbased geopolymer in erosive environments, the incorporation of metakaolin endows the geopolymer with superior resistance to seawater erosion.
[1]陈云,郑文博,付前旺.氯盐环境下钢筋混凝土腐蚀机理及防腐蚀技术研究进展[J].材料导报, 2025, 39(11):24040106.CHEN Y, ZHENG W B, FU Q W. Research progress on corrosion mechanism and corrosion prevention technology of reinforced concrete under chloride erosion environment[J]. Materials Reports, 2025, 39(11):24040106.
[2]倪静姁,陈晓雨,汤雁冰.海洋环境下涂层与硅烷对混凝土保护效果的对比[J].电镀与涂饰, 2022, 41(6):420-424.NI J X, CHEN X Y, TANG Y B. Comparative study on anticorrosion of concrete by coating and silane sealing under marine environment[J].Electroplating&Finishing, 2022, 41(6):420-424.
[3]许艳平,李传夫,李安,等.不同硅类混凝土涂层在海洋暴露环境下的性能[J].电镀与涂饰, 2021, 40(16):1272-1278.XU Y P, LI C F, LI A, et al. Properties of different silicone concrete coatings under marine exposure[J]. Electroplating&Finishing, 2021,40(16):1272-1278.
[4]郝慧敏,刘思乐,陶洋.混凝土表面有机氟改性纳米二氧化硅/环氧超疏水防护涂层的制备及性能[J].电镀与涂饰, 2025, 44(6):87-95.HAO H M, LIU S L, TAO Y. Preparation and properties of organofluorine-modified nano-silica/epoxy superhydrophobic and protective coating on concrete surface[J]. Electroplating&Finishing,2025, 44(6):87-95.
[5]罗文彬,许晔,李中林,等. Ca/Si对复合胶凝材料力学性能的影响及复合凝胶材料的水化机理[J].有色金属(冶炼部分), 2025(1):141-152.LUO W B, XU Y, LI Z L, et al. Effect of Ca/Si on mechanical properties and hydration mechanism of composite cementitious materials[J].Nonferrous Metals(Extractive Metallurgy), 2025(1):141-152.
[6]CHI M, HUANG R. Binding mechanism and properties of alkaliactivated fly ash/slag mortars[J]. Construction and Building Materials,2013, 40:291-298.
[7]PRUSTY J K, PRADHAN B. Evaluation of durability and microstructure evolution of chloride added fly ash and fly ash–GGBS based geopolymer concrete[J]. Construction and Building Materials,2023, 401:132925.
[8]YE H L, HUANG L, CHEN Z J. Influence of activator composition on the chloride binding capacity of alkali-activated slag[J]. Cement and Concrete Composites, 2019, 104:103368.
[9]崔潮,彭晖,刘扬,等.矿渣掺量及激发剂模数对偏高岭土基地聚物常温固化的影响[J].建筑材料学报, 2017, 20(4):535-542.CUI C, PENG H, LIU Y, et al. Influence of GGBFS content and activator modulus on curing of metakaolin based geopolymer at ambient temperature[J]. Journal of Building Materials, 2017, 20(4):535-542.
[10]CHEN Z J, YE H L. Improving sulphuric acid resistance of slag-based binders by magnesium-modified activator and metakaolin substitution[J]. Cement and Concrete Composites, 2022, 131:104605.
[11]YIP C K, LUKEY G C, VAN DEVENTER J S J. The coexistence of geopolymeric gel and calcium silicate hydrate at the early stage of alkaline activation[J]. Cement and Concrete Research, 2005, 35(9):1688-1697.
[12]PARK S, POUR-GHAZ M. What is the role of water in the geopolymerization of metakaolin?[J]. Construction and Building Materials, 2018, 182:360-370.
[13]于丽波,蒋林华,储洪强,等.混凝土中结合氯离子研究综述[J].科学技术与工程, 2020, 20(9):3387-3393.YU L B, JIANG L H, CHU H Q, et al. Review of researches on binding chloride ions in concrete[J]. Science Technology and Engineering,2020, 20(9):3387-3393.
[14]KUANG L H, LI G H, XING J C, et al. Effect of seawater on the properties and microstructure of metakaolin/slag-based geopolymers[J]. Construction and Building Materials, 2023, 397:132418.
[15]LIU K Z, SHUI Z H, SUN T, et al. Effects of combined expansive agents and supplementary cementitious materials on the mechanical properties, shrinkage and chloride penetration of self-compacting concrete[J]. Construction and Building Materials, 2019, 211:120-129.
[16]DE WEERDT K, JUSTNES H, GEIKER M R. Changes in the phase assemblage of concrete exposed to sea water[J]. Cement&Concrete Composites, 2014, 47:53-63.
[17]ZHANG Z H, WANG H, PROVIS J L, et al. Quantitative kinetic and structural analysis of geopolymers. Part 1. The activation of metakaolin with sodium hydroxide[J]. Thermochimica Acta, 2012, 539:23-33.
[18]LI N, FARZADNIA N, SHI C J. Microstructural changes in alkaliactivated slag mortars induced by accelerated carbonation[J]. Cement and Concrete Research, 2017, 100:214-226.
[19]SHI Z G, SHI C J, WAN S, et al. Effect of alkali dosage and silicate modulus on carbonation of alkali-activated slag mortars[J]. Cement and Concrete Research, 2018, 113:55-64.
[20]LODEIRO I G, MACPHEE D E, PALOMO A. et al. Effect of alkalis on fresh C-S-H gels. FTIR analysis[J]. Cement and Concrete Research,2009, 39(3):147-153.
[21]BEN HAHA M, LOTHENBACH B, LE SAOUT G, et al. Influence of slag chemistry on the hydration of alkali-activated blast-furnace slag—Part I:effect of MgO[J]. Cement and Concrete Research, 2011, 41(9):955-963.
[22]THIERY M, VILLAIN G, DANGLA P, et al. Investigation of the carbonation front shape on cementitious materials:effects of the chemical kinetics[J]. Cement and Concrete Research, 2007, 37(7):1047-1058.
[23]LUO X, LI Y, LIN H, et al. Effect of curing regimes on strength of magnesium silicate hydrate cement[J]. Journal of Materials Research and Technology, 2023, 26:7534-7546.
基本信息:
DOI:10.19289/j.1004-227x.2026.02.001
中图分类号:TU528;TQ177
引用信息:
[1]杨井飞,陈思远,王时泽,等.地质聚合物修复材料在海水中的性能演化[J].电镀与涂饰,2026,45(02):1-9.DOI:10.19289/j.1004-227x.2026.02.001.
基金信息:
河南省科学院科研启动经费(241818087,241818058);河南省科学院基本科研业务费(240618049); 国家自然科学基金面上项目(52271355); 河南省自然科学基金青年科学基金(242300420555); 河南省科技研发计划联合基金(235200810110)