混凝土中稻壳灰和一些废弃物三元混合物的结构与性能综述

C. Fapohunda, O. E. Osanyinlokun, A. O. Abioye
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摘要

近来,结构工程领域开始从传统的分析和设计扩展到新型结构材料的开发。这是因为在结构工程的成型和框架中使用不可再生材料,引起了人们对材料可持续性的严重环境问题的关注,尤其是生产结构混凝土的水泥。研究发现,水泥是温室气体的主要排放源,对环境造成负面影响。工业和农业废弃物因其所具有的胶凝特性,正逐渐成为在混凝土中部分替代水泥的材料来源。农基灰化材料包括稻壳灰(RHA)、锯末灰(SDA)和棕榈油燃料灰(POFA)等。为了进一步拓宽混凝土用灰浆材料的范围和资源基础,目前正在研究由农基灰浆组成的三元混合物。然而,这些研究工作似乎并不协调,因此有必要将这些工作并列在一起,以了解在此类三元混合物方面所做工作的程度,并介绍其相关结构特性。这样做的目的是帮助找出此类研究的不足之处,从而避免浪费研究精力。本文综述了一些用于结构混凝土的农基三元共混物的结构特性。 结论是需要加大研究力度,特别是在制定实用、可接受的准则方面,以帮助它们在混凝土中的应用,从而实现结构混凝土的可持续生产。
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A Review of Structures and Performance of Ternary Blends of Rice Husk Ash and Some Wastes in Concrete
The field of structural engineering has in recent times begun to widen its scope from the traditional analysis and design, into the development of new structural materials. This is because the use of non-renewable materials in forming and framing structural projects are raising serious environmental concerns bothering on sustainability of materials, especially cement, to produce structural concrete. Cement has been found to be a major contributor to greenhouse gases which affect the environment negatively. Waste from both the industrial and agricultural industries are gradually becoming sources of material to partly replace cement in concrete because of their pozzolanic properties. The agro-based pozzolanic materials include Rice husk Ash (RHA), Saw dust ash (SDA), Palm oil fuel ash (POFA) amongst others. To further widen the scope and resource base of pozzolanic materials for concreting, ternary blends consisting of agro-based pozzolans are being researched into. These research efforts however appear to be uncoordinated, and thus there is a need to juxtapose these efforts together to see the extent of work done on such ternary blends and present their relevant structural properties. This is with a view to helping identify gaps in such research as a means of preventing wastage of research energies. This paper presents a review of structural properties of some agro-based ternary blends used in structural concrete.  It is concluded that more research effort is needed, especially in the development of practical and acceptable guidelines that will aid their application in concrete, for sustainable production of structural concrete.
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