HPC桥架元件指南规范

HPC Bridge Views Pub Date : 2005-06-01 DOI:10.14359/14513
P. Taylor, S. Bhide
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引用次数: 1

摘要

本文描述了波特兰水泥协会(Portland Cement Association)与混凝土行业联合制定了《桥梁构件高性能混凝土指南规范》(Guide Specification for High Performance concrete for Bridge Elements),以帮助规范者选择桥梁高性能混凝土的重要标准。本文档提供了指定人员可以剪切和粘贴到项目规范中的强制性语言。它还包括在给定情况下指定的特性的指导,以及确保给定元件或环境的满意性能所需的性能限制。在两个性能标准冲突的情况下,注释会建议用户如何平衡这些冲突的需求。使用指南,说明符应该能够选择其结构所需的所有标准,然后使用注释为每个元素应用适当的性能限制。为了达到“高性能混凝土”的目的,规范者经常试图为每个参数选择最高等级。这种做法是不可取的,在某些情况下,会产生相互不兼容的需求,并可能导致不必要的过度成本。例如,低渗透率通常是通过使用高胶凝材料含量和低水胶凝材料比来实现的。然而,这将增加弹性模量和水化热,从而增加热致开裂的风险。因此,不建议在不暴露于侵蚀性环境的大块元素中指定极低渗透性的混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Guide Specification for HPC Bridge Elements
This paper describes how, in order to assist specifiers in selecting important criteria for HPC in bridges, the Portland Cement Association, in conjunction with the concrete industry, has developed a Guide Specification for High Performance Concrete for Bridge Elements. This document provides mandatory language that the specifier can cut and paste into project specifications. It also includes guidance on the characteristics to be specified in a given case and the performance limits needed to ensure satisfactory performance for a given element or environment. In cases where two performance criteria are in conflict, the commentary advises the user how to balance these conflicting requirements. Using the guide, specifiers should be able to select all criteria necessary for their structures, and then, using the commentary apply appropriate performance limits for each element. Specifiers are often tempted to select the highest grade for every parameter with the intention of achieving "high performance concrete." This practice is undesirable and, in some cases, produces mutually incompatible requirements and can lead to unnecessarily excessive costs. For instance, low permeability is normally achieved by using a high cementitious materials content and low water-cementitious materials ratio. This, however, will increase the modulus of elasticity and heat of hydration and thus increase the risk of thermally induced cracking. It is, therefore, not advisable to specify extremely low permeability for concrete in a massive element that is not exposed to an aggressive environment.
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