补充胶结材料:在澳大利亚规范中的接受

D. Baweja, P. Nelson
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引用次数: 4

摘要

在澳大利亚放置的大部分混凝土含有一种或多种补充胶凝材料(SCM;可选粉煤灰、磨粒高炉渣或硅灰)。尽管如此,技术先进项目的规范往往限制了它们的使用,尽管澳大利亚的研究数据证明它们的应用可以追溯到20世纪60年代初的粉煤灰和炉渣,以及70年代初的硅粉。世界范围内对具体供应链管理的研究可以追溯到更早以前。研究人员和技术营销人员的任务是将这些知识有效地传递给说明者。在大多数情况下,指定人要么是土木或结构顾问,要么是大型公共机构或承包公司内的设计团队。规范者越来越需要在具体技术方面寻求最新的知识,这一任务在强加的时间限制下变得更加困难。本研究描绘了研究和开发数据付诸实践的过程。一个三阶段的过程被用来调查这个问题。首先,技术转移过程的测量是通过对具体规范者的有针对性的调查获得的,目的是确定他们对供应链管理的态度和知识。其次,审查了最近澳大利亚SCM混凝土的规范,包括标准,操作规范和选定的项目规范。第三,对产生的数据进行检查,以突出目前澳大利亚技术转让过程中的缺点,特别是与SCM的使用有关。结论是,从供应商、指定方和设施所有者的角度来看,许多关于在混凝土中使用SCM的项目规范可以得到显著改进。这可以通过改进技术转让来促进。本文讨论的重点是如何提高将研究成果转化为现场应用的效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Supplementary Cementing Materials: Their Acceptance in Australian Specifications
A large proportion of concrete placed in Australia contains one or more supplementary cementing materials (SCM's; either fly ash, ground granulated blast-furnace slag or silica fume). Despite this, specifications for technically advanced projects often restrict their use even though Australian research data justifying their application dates back to the early 1960's for fly ash and slag, and the early 1970's for silica fume. World-wide research on SCM's in concrete dates back even longer. It is the task of the researcher together with the technical marketer to provide effective transfer of this knowledge to the specifier. In most cases, the specifier is either a civil or structural consultant, or a design team within a major public authority or contracting firm. The specifier increasingly needs to seek up-to-date knowledge in concrete technology, a task that is ever more difficult with imposed time constraints. This study maps the processes whereby research and development data are put into practice. A three-stage process is used to investigate this. First, measurements of the technology transfer process are obtained through targeted surveys of concrete specifiers with the objective of determining their attitudes and knowledge regarding SCM's. Second, recent Australian specifications for SCM concrete comprising Standards, Codes of Practice and selected project specifications are reviewed. Third, the data generated is examined to highlight present shortcomings in the technology transfer process in Australia, specifically relating to the use of SCM's. It is concluded that many project specifications with respect to the use of SCM's in concrete can be significantly improved from the standpoint of the supplier, the specifier and the facility owner. This can be facilitated through improved technology transfer. Discussion in the paper focuses on increasing the efficiency of the process for taking research into field application.
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