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化学激发淤泥焚烧灰制备生态透水砖性能研究

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通过CaO、NaOH、NaAlO2和Na2SiO3激发淤泥焚烧灰化学活性后与水泥复合作为胶凝材料制备生态透水砖,通过正交试验研究了不同化学激发剂对水泥净浆抗压强度的影响,探究了骨胶比对淤泥焚烧灰制备的生态透水砖劈裂抗拉强度、渗透性、抗冻性及保水性的影响.结果表明:复合化学激发剂可以改善淤泥焚烧灰制备的生态透水砖的力学性能,但将降低淤泥焚烧灰制备的生态透水砖的透水性、保水性.骨胶比与透水砖的透水系数呈正相关,当骨胶比从3.0增大到3.4时,未掺淤泥焚烧灰的对照组透水系数增大了153%,掺淤泥焚烧灰的试验组透水系数增大了184%.为满足工程要求,淤泥焚烧灰的掺量不宜超过30%.
Performance of ecological permeable bricks prepared from chemically activated sludge incineration ash
Ecological permeable bricks were prepared by using CaO,NaOH,NaAlO2,and Na2SiO3 to stimulate the chemical ac-tivity of sludge incineration ash and then compounded with cement as a cementitious material.The influence of different chemical activators on the compressive strength of cement paste was studied through orthogonal experiments,and the influence of aggregate cement ratio on the splitting tensile strength,permeability,frost resistance,and water retention of ecological permeable bricks pre-pared from sludge incineration ash was explored.The results show that composite chemical activators can improve the mechanical properties of ecological permeable bricks prepared from sludge incineration ash,but will reduce its permeability and water retention.The aggregate cement ratio is positively correlated with the permeability coefficient of permeable bricks.When the aggregate ce-ment ratio increases from 3.0 to 3.4,the permeability coefficient of the control group without added sludge incineration ash in-creases by 153%,and the permeability coefficient of the experimental group with added sludge incineration ash increases by 184%.To meet the engineering requirements,the dosage of sludge incineration ash should not exceed 30%.

sludge incineration ashecological permeable brickchemical stimulationpermeabilitywater retention

傅林峰、李旭东、张凯凯、倪彤元、马文斌、杨杨

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浙江工业大学工程设计集团有限公司,浙江杭州 310014

浙江浙工大检测技术有限公司,浙江杭州 310014

杭州地铁开发有限公司,浙江杭州 310016

浙江工业大学土木工程学院,浙江杭州 310023

浙江省工程结构与防灾减灾技术研究重点实验室,浙江杭州 310023

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淤泥焚烧灰 生态透水砖 化学激发 透水性 保水性

浙江省"尖兵领雁"研发攻关项目

2023C04042

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(1)
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