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煤基固废-调控剂复合改性超细水泥性能优化OA

Performance optimization of superfine cement through composite modification using coal-based solid waste and modifiers

中文摘要英文摘要

[目的]为改善超细水泥基灌浆材料析水率高、流变稳定性差、强度倒缩等问题,可通过掺入调控剂,提升复合超细水泥注浆材料性能的同时实现煤基固废资源化利用.[方法]以超细水泥为基础材料,粉煤灰(fly ash,FA)、矿粉(mineral fines,MF)为主要掺合料,改性膨润土、甲基纤维素醚、U型膨胀剂(U-type expansive agent for concrete,UEA)及氧化镁(MgO)为调控剂,开展不同配比方案下的浆液旋转黏度测试、抗压强度试验、可灌性测试等宏观性能分析,结合SEM电镜扫描微观分析,系统研究不同方案对于复合浆液流动性、稳定性、水化温度峰值及力学强度等影响规律.[结果和结论]掺合料类型及其复配方式对浆体析水率与稳定性呈现显著的非线性叠加效应;甲基纤维素醚能提高稳定性但会抑制流动性;煤基固废掺合料能有效降低水化温度峰值,最大降幅达48.6%,UEA与甲基纤维素醚可延缓温度峰值出现时间1~4h;力学性能方面,膨润土改性体系的28d抗压强度优于甲基纤维素醚体系,UEA膨胀剂在补偿收缩与增强后期强度方面优于MgO,并能缓解纯水泥体系的强度倒缩现象;灌浆试验表明,采用70%超细水泥、20%粉煤灰、10%矿粉,并复合10%UEA及5%膨润土的配比方案,具备最优的扩散性、黏结性能和成本效益.研究成果可为改性水泥基材料性能提升、煤基固废高值化利用提供参考.

[Objective]Superfine cement-based grouting materials generally suffer from limitations including high bleed-ing rates,unfavourable rheological properties,poor stability,and strength retrogression.These issues can be mitigated by incorporating modifiers,which allows for the reutilization of coal-based solid waste while enhancing the performance of composite,superfine cement-based grouting materials.[Methods]Superfine cement-based grouting materials with dif-ferent mixing ratios were prepared by using superfine cement as the basic material,fly ash(FA)and mineral fines(MFs)as primary admixtures,and modified bentonite,methyl cellulose ether(MCE),U-type expansive agent(UEA),and mag-nesium oxide(MgO)as modifiers.These grouting materials and pure superfine cement were examined using macroscop-ic performance analyses,including tests of grout rotational viscosity,compressive strength experiments,and groutability tests.In ccombination with microscopic analysis through scanning electron microscopy(SEM),this study systematically investigated the laws of impacts of different mixing schemes on the fluidity,stability,peak hydration temperature,and mechanical strength of composite grout.[Results and Conclusions]Various admixtures and their ratios exhibited signi-ficant nonlinear superimposition effects on the bleeding rate and stability of grout.Specifically,MCE enhanced the sta-bility of grout but inhibited its mobility.The coal-based solid waste admixtures effectively reduced the peak hydration temperature of grout,with a maximum decrease of 48.6%.UEA and MCE delayed the onset of peak hydration temperat-ure by 1-4 hours.In terms of mechanical properties,the bentonite-modified systems yielded superior 28-day compress-ive strength compared to MCE-modified systems.UEA outperformed MgO in shrinkage compensation and late-stage strength enhancement,while also mitigating the strength retrogression observed in the pure cement system.Grouting tests demonstrate that the mixing ratio scheme comprising 70%superfine cement,20%FA,and 10%MFs,combined with 10%UEA and 5%bentonite,exhibited the optimal diffusion performance,bonding property,and cost efficiency.The results of this study can provide a reference for enhancing the performance of modified cement-based materials and promoting the high-value utilization of coal-based solid waste.

康志鹏;罗勇;肖殿才;任帅;蔡志良;高翔;张坤哲

淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001淮南矿业(集团)有限责任公司深部煤炭安全开采与环境保护全国重点实验室,安徽淮南 232001||淮河能源控股集团有限责任公司深部煤炭开采耦合灾害防控国家矿山安全监察局重点实验室,安徽淮南 232001||平安煤炭开采工程技术研究院有限责任公司,安徽淮南 232001

资源环境

煤基固废超细水泥可灌性分析微观结构复合改性控制变量法

coal-based solid wastesuperfine cementgroutability analysismicrostructurecomposite modificationcontrolled variable method

《煤田地质与勘探》 2026 (4)

178-189,12

国家科技重大专项课题(2024ZD1004108)安徽省重点研究和开发计划项目(201904a07020011)

10.12363/issn.1001-1986.25.12.0901

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