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水淬对生活垃圾焚烧灰渣及其混凝土性能的影响OA

Effects of water quenching on properties of municipal solid waste incineration bottom ash and its concrete

中文摘要英文摘要

为改善生活垃圾焚烧灰渣(以下简称灰渣)的骨料性能及灰渣细骨料混凝土强度,文中采用水淬处理工艺对灰渣进行处理,并分析了水淬处理对灰渣骨料性能、矿物组成及水硬性的影响.通过设计灰渣及水淬灰渣混凝土的试验,采用3种水胶比(0.2,0.4,0.6)和3种代砂率(0%,50%,100%),系统研究了灰渣与水淬灰渣混凝土的基本力学性能,并建立了水淬灰渣细骨料混凝土力学性能的定量关系公式.结果表明:水淬处理后,水淬灰渣的堆积密度与表观密度均有所提升,吸水率及压碎指标值均显著降低;水淬处理显著降低了灰渣的结晶度并改善其潜在水硬性;从水淬灰渣中浸出的有毒物质符合国家标准限值要求;在相同配合比条件下,水淬灰渣混凝土的抗压强度与劈裂抗拉强度均高于灰渣细骨料混凝土,但略低于天然砂混凝土;由于水淬灰渣具有潜在的水硬性,其作为代砂材料制备的混凝土在长龄期(90~180 d)的强度增长率高于灰渣细骨料混凝土和普通天然砂混凝土;采用Poly2D函数建立的水淬灰渣细骨料混凝土定量关系公式具有较高的相关系数.

To improve the aggregate properties of municipal solid waste incineration bottom ash(bottom ash)and the strength of bottom ash concrete,a water quenching process was adopted to treat the bottom ash,the influence of water quenching treatment on the properties,mineral composition,and hydraulic properties of bottom ash aggregate was analyzed.Experimental tests were designed for bottom ash and water-quenched bottom ash concrete with three water-to-binder ratios(0.2,0.4,0.6)and three sand replacement rates(0%,50%,100%).The basic mechanical properties of bottom ash and water-quenched bottom ash concrete were studied,and a quantitative relationship formula for the mechanical properties of water-quenched bottom ash fine aggregate concrete was established.The results reveal that after water quenching treatment,the bulk density and apparent density of the water-quenched bottom ash increases to some extent,and the water absorption and crushing index values de-crease significantly.The water quenching treatment significantly reduces the crystallinity of bottom ash and improves its potential hydraulic properties.The toxic substance leaching from the water-quenched bottom ash meets the limits specified in the national standard.The compressive strength and splitting tensile strength of water-quenched bottom ash concrete are higher than those of bottom ash fine aggre-gate concrete but slightly lower than those of natural sand concrete under the same mixing conditions.Due to the potential hydraulic properties of water-quenched bottom ash,the long-term(90-180 d)strength growth rate of its concrete is higher than that of bottom ash fine aggregate concrete and ordinary natural sand concrete.The quantitative relationship formula established using the Poly 2D func-tion for water-quenched bottom ash fine aggregate concrete has a high correlation coefficient.

石东升;赵世杰;任东东;邢震;马政

内蒙古工业大学土木工程学院,内蒙古呼和浩特 010051||内蒙古自治区土木工程绿色建造与智能运维重点实验室,内蒙古呼和浩特 010051内蒙古工业大学土木工程学院,内蒙古呼和浩特 010051内蒙古工业大学土木工程学院,内蒙古呼和浩特 010051内蒙古工业大学土木工程学院,内蒙古呼和浩特 010051||兴泰建设集团有限公司,内蒙古鄂尔多斯 017000内蒙古工业大学土木工程学院,内蒙古呼和浩特 010051||兴泰建设集团有限公司,内蒙古鄂尔多斯 017000

建筑与水利

生活垃圾焚烧灰渣水淬处理混凝土水硬性力学性能

municipal solid waste incineration bottom ashwater quenching treatmentconcretehydraulic propertiesmechanical properties

《排灌机械工程学报》 2026 (6)

603-611,9

国家自然科学基金资助项目(52068058)内蒙古自治区重点研发和成果转化计划项目(2023YFHH0116)鄂尔多斯市重点研发计划项目(YF20232329)

10.3969/j.issn.1674-8530.24.0212

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