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ISO 12944 P3

涂料和清漆 - 保护性涂料系统对钢结构防腐 - 第3部分:设计考虑

ISO 12944 P3

Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 3: Design considerations

版本年份 1998 文件语言 英语 全文 6 页 格式 PDF
ISO 12944 P3 涂料和清漆 - 保护性涂料系统对钢结构防腐 - 第3部分:设计考虑封面

标准信息

STANDARD INFORMATION
标准编号
ISO 12944 P3
所属分类
ISO 国际标准
发布机构
ISO
版本年份
1998
文件语言
英语
文件格式
PDF
文件页数
6 页
文件大小
276.15 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

该标准规定了采用保护性涂料系统进行防腐的钢结构的基本设计准则。其目的是避免涂层或结构的过早腐蚀和退化,并提供适当与不适当设计的示例。标准还涵盖了便于钢结构处理、运输和施工的设计措施。

English summary

This standard specifies basic design criteria for steel structures to be coated by protective paint systems to avoid premature corrosion and degradation. It provides examples of appropriate and inappropriate designs to facilitate application, inspection, and maintenance. It also addresses design measures that ease the handling and transport of steel structures.

以上为根据文件整理的内容简介。

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4 GENERAL

The objective of designing a structure is to ensure that the structure is suitable for its function, has adequate stability, strength and durability, is constructed at an acceptable cost and is aesthetically pleasing.

The overall design shall be planned to facilitate surface preparation, painting, inspection and maintenance.

The shape of a structure can influence its susceptibility to corrosion. Therefore structures should be designed such that corrosion cannot easily establish a foothold (a corrosion trap) from which it can spread. It is therefore strongly recommended that the designer consults a corrosion protection expert at a very early stage in the design process. Ideally, the corrosion protection system should be selected at that time, with due consideration to the type of service of the structure, its service life and maintenance requirements.

The shapes of the structural elements and the methods used to join them should be such that fabrication, joining and any subsequent treatment will not promote corrosion. Similarly, consideration should be given to the shape of the structure and its elements with respect to the category of its environment (see ISO 12944-2) when specifying a protective paint system.

Designs should be simple and excessive complexity should be avoided. Where steel components are in contact, embedded or enclosed in other building materials, e.g. brickwork, they are no longer accessible, therefore, the corrosion protection measures shall be effective throughout the service life of the structure.

Steelwork to be hot-dip galvanized shall be designed in accordance with the requirements of ISO 1461 and ISO 14713.

5 BASIC DESIGN CRITERIA FOR CORROSION PROTECTION PURPOSES

The surfaces of steel structures exposed to corrosion stresses should be small in extent. The structure should have the smallest possible number of irregularities (e.g. overlaps, corners, edges). Joints should have preferably been made by welding, rather than bolting or rivetting, to achieve a smoother overall surface. Discontinuous welds and spot welds should only be used where the corrosion risk is negligible.

5.1 Accessibility

Steel components should be designed to be accessible for the purpose of applying, inspecting and maintaining the protective paint system. This can be facilitated, for example, by the provision of fixed walkways, powered platforms or other auxiliary equipment. The accessories which will be required for carrying out maintenance work safely (e.g. hooks, lugs and anchorages for scaffolding, guide rails for blast-cleaning and paint application vehicles) should be provided at the design stage.

Providing access for maintenance at a later date is difficult and if not included in the design the designer should indicate clearly how it can be provided in the future.

All surfaces of the structure which have to be coated should be visible and within reach of the operator by a safe method. Personnel involved in surface preparation, painting and inspection should be able to move safely and easily on all parts of the structure in conditions of good lighting. Surfaces which are to be treated should be sufficiently accessible to allow the operator adequate space to work in (see annex A).

Special attention should be paid to ensure access to openings in box members and tanks. The openings shall be of sufficient size to allow safe access for operators and their equipment, including safety equipment (see annex B). In addition, supplementary ventilation holes should be at a location and of a size which permits the application of the protective paint system.

Narrow spaces between elements should be avoided whenever possible. Where it is not possible to avoid narrow spaces for structural and practical reasons, the advice given in annex C should be followed.

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