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ISO 14713

铁和钢结构中的防腐蚀——锌和铝涂层——指南

ISO 14713

Protection against corrosion of iron and steel in structures — Zinc and aluminium coatings — Guidelines

版本年份 1999 文件语言 英语 全文 6 页 格式 PDF
ISO 14713 铁和钢结构中的防腐蚀——锌和铝涂层——指南封面

标准信息

STANDARD INFORMATION
标准编号
ISO 14713
所属分类
ISO 国际标准
发布机构
ISO
版本年份
1999
文件语言
英语
文件格式
PDF
文件页数
6 页
文件大小
768.93 KB

中文名称为参考译名,文件语言以原文为准。

· 更新:

标准简介

OVERVIEW

中文简介

该标准提供了关于使用锌或铝涂层保护铁和钢结构免受腐蚀的一般建议。它涵盖了热浸镀和热喷涂等工艺的设计考虑、不同环境下的腐蚀行为以及涂层系统的选择。

English summary

This standard provides general recommendations for the corrosion protection of iron and steel structures using zinc or aluminium coatings. It covers design considerations, selection of coating systems, and corrosion behavior in various environments, with a focus on hot dip coating and thermal spraying.

以上为根据文件整理的内容简介。

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ISO 14713:1999(E)

3.2 elevated temperatures

temperatures between +60 °C and +150 °C

3.3 exceptional exposure

special cases; exposure that substantially intensifies the corrosion exposure and/or places increased demands on the corrosion protection system

3.4 life to first maintenance

the time interval that can elapse after initial coating before coating deterioration reaches the point that maintenance is necessary to restore protection of the basis metal.

4 Materials

4.1 Iron and steel substrates

Steel can be hot-rolled or cold-formed. Hot rolling is used to produce the familiar angle, 'T', 'H' and other structural sections. Some smaller structural sections, e.g. lattice trusses and cladding rails, and also cladding panels, are cold-formed.

Steel is basically an alloy of iron and carbon with other elements added depending on the required performance and processing method. The metallurgical and chemical nature of the steel is irrelevant to protection by thermally sprayed coatings. In hot dip galvanizing, the reactivity of the steel is modified by its chemical composition, particularly by the silicon plus phosphorus contents (see ISO 1461:1999, annex C).

Cast and wrought irons are of various metallurgical and chemical compositions. This is irrelevant to protection by thermally sprayed coatings but special comment is needed regarding the cast-irons most suitable for hot dip galvanizing as follows.

  • Grey iron castings: grey iron has a carbon content of greater than 2%, the majority of which is graphite in flake form.
  • Spheroidal graphite (SG) castings: similar to grey iron in many aspects of composition but with carbon present primarily as graphite in spheroidal form initiated by additions of magnesium or cerium.
  • Malleable iron castings: blackheart, whiteheart and pearlitic. Toughness and workability are derived from annealing processes and no primary graphite is permissible.

Conventional hydrochloric acid pickling does not remove mould-sand deposits, graphite or temper carbon from the surface of cast-iron. Grit-blasting is necessary to remove these contaminants. Surface cleaning of complex shapes can be undertaken by specialist galvanizing companies using hydrofluoric acid.

Care needs to be exercised in the design of cast-iron sections. Small castings of simple shape and solid cross-section do not present problems for galvanizing provided that the material and surface condition are suitable. Larger castings should have a balanced design with uniform section thicknesses to avoid distortion and cracking due to thermal stress. Large fillet radii and pattern numbers should be used and sharp corners and deep recesses avoided.

The rough surface finish which castings tend to possess may result in thicker galvanized coatings than on rolled components.

4.2 Non-ferrous metals as coatings

Metal coating is an effective method of retarding or preventing corrosion of ferrous materials. Zinc and aluminium, or their alloys with each other and with iron, are the most commonly used, usually as hot dip or thermally sprayed metallic coatings, because they protect iron and steel both by barrier action and by galvanic action.

Corrosion of zinc, aluminium and their alloys is affected by the time for which they are exposed to wetness and contamination of the surface, but the corrosion rates are much slower than for steel and often decrease with time; the relative importance of different contaminants also changes.

These non-ferrous coatings may be left unmaintained if the total corrosion of the coating and the underlying iron or steel is insufficient to affect the performance of the structure in its designed period of use. If a longer life in total is required, maintenance of the coating should be by painting either initially or at least while some original coating remains.

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