园林垃圾对工程弃土烧结砖性能的影响
作者:
作者单位:

1.同济大学 土木工程学院,上海 200092;2.许昌金科资源再生股份有限公司,河南 许昌 461000

作者简介:

高 琦(1983—),女,河南许昌人,同济大学博士生,许昌金科资源再生股份有限公司高级工程师.E-mail:22371434@qq.com

通讯作者:

肖建庄(1968—),男,山东沂南人,同济大学教授,博士生导师,博士.E-mail:jzx@tongji.edu.cn

中图分类号:

TU522.1;TU522.06

基金项目:

中韩国际合作重点项目(2022TFE0198300)


Effects of Garden Waste on the Properties of Sintered Bricks Prepared with Construction Spoil
Author:
Affiliation:

1.College of Civil Engineering, Tongji University, Shanghai 200092,China;2.Xuchang Jinke Resources Recycling Co., Ltd., Xuchang 461000,China

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    摘要:

    采用破碎、碳化和腐熟3种方法预处理园林垃圾,并按质量分数0%、3%、6%、9%和12%掺入工程弃土中,制备得到工程弃土烧结砖,并对其进行基本性能研究.结果表明:掺入园林垃圾后混合物料的塑限和液限提高,烧结后的主要产物为钾长石、斜长石、赤铁矿和莫来石;烧结砖的孔隙率增加、微观结构变得松散、吸水率增大、表观密度降低、体积收缩先增大后减小、质量损失增大;碳化园林垃圾因其颗粒小、有机质含量少、对烧结砖微观结构影响小且烧结产物中含有莫来石等,对烧结砖的力学性能影响最小;以质量分数6%的碳化园林垃圾掺入工程弃土中所制备的烧结砖抗压强度有所提升.

    Abstract:

    Three methods of pulverizing, carbonizing and decomposing were used to pretreat the garden waste, and sintered bricks were prepared by mixing the construction spoil and treated garden waste. The sintered brick was prepared with the mass mixing ratios of 0%、3%, 6%, 9% and 12% of the treated garden waste and the basic properties of sintered construction spoil bricks were studied. The results show that the plastic limit and liquid limit of the construction spoil are increased after the addition of garden waste. The main products after sintering are potassium feldspar, plagioclase, hematite and mullite. With the increase of the mixing ratios, the micropores increase, the microstructure becomes looser, the water absorption increases, the density decreases, the volume shrinkage first increases and then decreases, and the mass loss increases. It is found that carbonized garden waste has the least influence on the mechanical properties of sintered brick because of its small particle size, less organic matter, little influence on the microstructure of sintered brick and mullite in sintered product, the compressive strength of sintered brick can be improved by adding 6% mass fraction of waste clay.

    表 1 GW的纤维素、半纤维素和木质素含量Table 1 Content of cellulose, hemicellulose and lignin in garden waste
    表 4 CS与GW-SCSB的矿物含量Table 4 Mineral content of CS and GW-SCSB
    表 2 CS与GW的化学组成Table 2 Chemical compositions of construction spoil and garden waste
    图1 CS与3种预处理GW的外观Fig.1 Appearance of construction spoil and three kinds of treated garden waste
    图2 CS与GS的颗粒级配曲线Fig.2 Particle gradation curves of construction spoil and garden waste
    图3 CS的矿物组成Fig.3 Mineral composition of construction spoil
    图4 GW-SCSB的制备流程Fig.4 Preparation process of GW-SCSB
    图5 混合物料的界限含水率、塑性指数Fig.5 Limit moisture content and plasticity index of mixed materials
    图6 GW-SCSB的物理性能试验结果Fig.6 Physical performance test results of GW-SCSB
    图7 GW-SCSB的抗压强度和抗折强度曲线Fig.7 Compressive strength and flexural strength curves of GW-SCSB
    图8 未掺GW和掺12%GW烧结砖的XRD图谱Fig.8 XRD patterns of SCSB without and with 12% GW
    图9 未掺GW和掺12%GW烧结砖断面的SEM照片Fig.9 SEM images of cross section of SCSB without and with 12% GW
    表 3 GW-SCSB试件的编号和配方Table 3 Number and formula of GW-SCSB specimens
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引用本文

高琦,肖建庄,沈剑羽.园林垃圾对工程弃土烧结砖性能的影响[J].建筑材料学报,2022,25(11):1195-1202

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  • 收稿日期:2022-05-14
  • 最后修改日期:2022-07-20
  • 在线发布日期: 2022-11-30
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