Ultrafine grinding of sugar cane bagasse ash for application as pozzolanic admixture in concrete

被引:269
作者
Cordeiro, Guilherme Chagas [2 ]
Toledo Filho, Romildo Dias [3 ]
Tavares, Luis Marcelo [1 ]
Rego Fairbairn, Eduardo de Moraes [3 ]
机构
[1] Univ Fed Rio de Janeiro, COPPE, Dept Met & Mat Engn, BR-21945 Rio De Janeiro, Brazil
[2] Univ Estadual Norte Fluminense, Civil Engn Lab, Campos Dos Goytacazes, RJ, Brazil
[3] Univ Fed Rio de Janeiro, COPPE, Dept Civil Engn, BR-21945 Rio De Janeiro, Brazil
关键词
Sugar cane bagasse ash; Pozzolan; Grinding; Particle size distribution; High-performance concrete; HIGH-PERFORMANCE CONCRETE; PORTLAND-CEMENT; HYDRATION; MORTARS;
D O I
10.1016/j.cemconres.2008.11.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sugar cane bagasse ash, a byproduct of sugar and alcohol production, is a potential pozzolanic material. However, its effective application in mortar and concrete requires first the controlled use of grinding and classification processes to allow it to achieve the fineness and homogeneity that are required to meet industry standards. The present paper investigates the role of mill type and grinding circuit configuration in grinding in laboratory- and pilot plant-scale on the particle size. specific surface area and pozzolanic activity of the produced ashes. It was observed that, although different size distributions were produced by the different mills and milling configurations, the pozzolanic activity of the ground ash was directly correlated to its fineness, characterized by its 80% passing size or Blaine specific surface area. From a low pozzolanic activity of less than 50% of the as-received ash, values above 100% could be reached after prolonged grinding times. Electric power requirements to reach the minimum pozzolanic activity were estimated to be in the order of 42 kWh/t in an industrial ball mill. Incorporation of an ultrafinely-ground ash in a high-performance concrete in partial replacement of Portland cement (10, 15 and 20% by mass) resulted in no measurable change in mechanical behavior, but improved rheology and resistance to penetration of chloride ions. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:110 / 115
页数:6
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