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稳定化/固化电厂在单烧和混烧条件下产生的底灰和循环灰,并生产混凝土。

Stabilization/solidification of fly ashes and concrete production from bottom and circulating ashes produced in a power plant working under mono and co-combustion conditions.

机构信息

Faculdade de Ciências e Tecnologia, Departamento de Ciências e Tecnologia da Biomassa, Unidade de Biotecnologia Ambiental, Universidade Nova de Lisboa, Caparica, Portugal.

出版信息

Waste Manag. 2011 Sep-Oct;31(9-10):2009-19. doi: 10.1016/j.wasman.2011.04.020. Epub 2011 May 24.

Abstract

Two combustion tests were performed in a fluidized bed combustor of a thermo-electric power plant: (1) combustion of coal; (2) co-combustion of coal (68.7% w/w), sewage sludge (9.2% w/w) and meat and bone meal (MBM) (22.1% w/w). Three samples of ashes (bottom, circulating and fly ashes) were collected in each combustion test. The ashes were submitted to the following assays: (a) evaluation of the leaching behaviour; (b) stabilization/solidification of fly ashes and evaluation of the leaching behaviour of the stabilized/solidified (s/s) materials; (c) production of concrete from bottom and circulating ashes. The eluates of all materials were submitted to chemical and ecotoxicological characterizations. The crude ashes have shown similar chemical and ecotoxicological properties. The s/s materials have presented compressive strengths between 25 and 40 MPa, low emission levels of metals through leaching and were classified as non-hazardous materials. The formulations of concrete have presented compressive strengths between 12 and 24 MPa. According to the Dutch Building Materials Decree, some concrete formulations can be used in both scenarios of limited moistening and without insulation, and with permanent moistening and with insulation.

摘要

在一家热电厂的流化床燃烧器中进行了两次燃烧测试

(1)燃烧煤炭;(2)煤(68.7%w/w)、污水污泥(9.2%w/w)和肉骨粉(MBM)(22.1%w/w)的共燃烧。在每次燃烧测试中收集了三个底灰、循环灰和飞灰的样本。对灰烬进行了以下分析:(a)浸出行为评估;(b)飞灰稳定/固化和稳定/固化(s/s)材料浸出行为的评估;(c)来自底灰和循环灰的混凝土生产。所有材料的浸出液均进行了化学和生态毒理学特性分析。原始灰烬表现出相似的化学和生态毒性特性。s/s 材料具有 25 至 40 MPa 的抗压强度,通过浸出排放的金属量较低,并被归类为非危险材料。混凝土配方的抗压强度在 12 至 24 MPa 之间。根据荷兰建筑材料法令,一些混凝土配方可用于有限湿润且无隔热的情况,以及永久湿润且有隔热的情况。

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