MICP技术提升水泥基材料抗硫酸盐侵蚀能力研究OA
Study on Enhancing the Resistance of Cementitious Materials to Sulfate Erosion by MICP Technology
硫酸盐侵蚀对水泥基材料的长期耐久性构成严重威胁,因此为探究微生物诱导碳酸钙沉淀(microbially induced car-bonate precipitation,MICP)技术对提升水泥基材料抗硫酸盐侵蚀能力的作用机制,以具有高碱性适应性的枯草芽孢杆菌(BS)作为矿化微生物,制备了标准养护试件(BY、BBY)和碳化养护试件(TY、BTY),并系统开展了不同硫酸盐侵蚀龄期下试件的碳化深度、宏观力学性能(抗压强度、膨胀率)以及微观结构与产物组成的测试与分析.研究结果表明,BS的添加有效提升了水泥胶砂试件的早期性能.在标准养护条件下,添加 BS的试件(BBY)初始抗压强度较对照组试件(BY)提升了约4.2%;而在碳化养护条件下,添加 BS的试件(BTY)初始抗压强度较对照组试件(TY)提升了约8.1%,表明碳化养护与BS的协同作用可进一步优化材料早期强度.长期硫酸盐侵蚀试验结果表明,BS能有效抑制水泥基材料的劣化进程.与侵蚀0d相比,经过180 d硫酸盐侵蚀后,添加BS的试件抗压强度损失较对照组试件减少了 15.4%~20.0%,体积膨胀率降低了 8.9%~10.0%.微观分析进一步证实,BS诱导生成的碳酸钙可有效填充水泥基体孔隙,侵蚀180 d后,BTY、BBY试件的孔隙率较对照组试件TY、BY降低了 2.2%~3.7%,并延缓了石膏与钙矾石等膨胀性产物的生成,抑制了有害孔的增长,从而维持了水泥基体的结构稳定.该研究成果验证了MICP技术的可行性,尤其是与碳化养护协同作用时,可显著增强水泥基材料的抗硫酸盐侵蚀能力.该技术为开发高耐久性胶凝材料提供了绿色、可靠的技术途径,具有重要的工程应用价值.
Sulfate corrosion imposes a serious threat to the long-term durability of cement-based materials,therefore to investigate the mechanism of microbial induced carbonate precipitation(MICP)technology in enhancing the resis-tance of cement-based materials to sulfate erosion,the standard curing specimens(BY,BBY)and carbonation cur-ing specimens(TY,BTY)were prepared by mineralized microorganisms of Bacillus subtilis(BS)with high alka-line adaptability.The test and analysis of carbonation depth of specimen,macroscopic mechanical properties(com-pressive strength,expansion rate),microstructure,and products composition of the specimens were systematically conducted at different sulfate attack ages.The research results indicate that the addition of BS effectively improves the early performance of cement mortar specimens.Under the standard curing conditions,the initial compressive strength of specimens with added BS(BBY)increased by about 4.2%compared to the control group specimen(BY);Under carbonation curing conditions,the initial compressive strength of BTY with added BS increased by about 8.1%compared to the control group specimen(TY),indicating that the synergistic effect of carbonation curing and BS can further optimize the early strength of the material.The results of long term sulfate erosion tests have shown that BS can effectively inhibit the deterioration process of cement-based materials.Compared with the 0 day erosion,after 180 days of sulfate erosion,the compressive strength loss of the BS with added specimens decreased by 15.4%to 20.0%compared to the control group specimens,and the volume expansion rate decreased by 8.9%to 10.0%.Mi-croscopic analysis further confirms that the calcium carbonate induced by BS can effectively fill the pores of the ce-ment matrix,after 180 days of erosion,reducing the porosity of BTY and BBY specimens by 2.2%to 3.7%compared to the control group specimens TY and BY.It also delays the formation of expansive products such as gypsum and et-tringite,inhibits the growth of harmful pores,and maintains the structural stability of the cement matrix.This re-search result validates the feasibility of MICP technology,especially combined with carbonation curing,can signifi-cantly enhance the sulfate resistance of cement-based materials.This technology provides a green and reliable ap-proach for developing high durability cementitious materials with important engineering application value.
庞海峰
辽宁省交通运输事业发展中心,辽宁沈阳 110005
建筑与水利
MICP技术水泥基材料硫酸盐侵蚀生物矿化碳化养护
microbially induced carbonate precipitation(MICP)technologycement-based materialssulfate erosionbiomineralizationcarbonation curing
《市政技术》 2026 (3)
255-262,8
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