DIN12944-2 钢结构腐蚀保护
ISO12944在钢结构防腐方面的应用

Jotun Protective Coatings
C5 – I 石化厂
Jotun Protective Coatings
C5-M 海洋平台,钢管桩
海上平台的涂料系统制订:ISO 20340
Jotun Protective Coatings
第2步:决定涂层系统的设计寿命 (耐久性)
5.2 底漆的类型
• 富锌底漆, 不挥发分中锌粉含量不低于80% (m/m).
• 其它类型:
–包括磷酸锌底漆等; –铬酸锌,红丹,铅酸钙等对人体健康有害
Jotun Protective Coatings
ISO 12944-5:2007 附表A.4
• 表格 A.1: 涂料系统总结腐蚀分类C2, C3, C4,C5-I,C5-M • 表格 A.2: 涂料系统之腐蚀分类 C2 • 表格 A.3: 涂料系统之腐蚀分类 C3 • 表格 A.4: 涂料系统之腐蚀分类 C4 • 表格 A.5: 涂料系统腐蚀分类 C5-I 和 C5-M • 表格 A.6: 涂料系统之浸泡环境Im1, Im2, Im3 • 表格 A.7: 涂料系统之腐蚀分类 C2 到 C5-I 和 C5-M
•High durability 高
> 15 年
•Medium durability 中
5-15年
•Low durability 低
< 5年
C3
C4
等级 C2
C5-I
其它 Zn Zn 其它
C5-M
其它
Zn
低等级 80 120 - 160 200 200
-
-
中等级 120 160 - 200 高等级 160 200 160 240
解析ISO12944标准(二、腐蚀环境分类)

解析ISO12944标准(⼆、腐蚀环境分类)参看解析ISO 12944标准(⼀、标准介绍)1.范围1.1 ISO 12944 这⼀部分研究钢结构所处的主要腐蚀环境的等级分类和这些环境的腐蚀性。
包括:—基于标准样本的质量损失和厚度损耗,定义了⼤⽓环境腐蚀性级别,也描述了钢结构所处的典型⾃然⼤⽓环境,对腐蚀性评估给出了建议。
—描述了钢结构浸泡在⽔中和埋于⼟壤中的不同腐蚀性级别。
—给出了⼀些会导致腐蚀加重的特殊腐蚀应⼒或空间的相关信息,这种情况下对防护涂料体系的性能要求更⾼。
特殊环境或特种腐蚀性类别下的腐蚀应⼒情况,是调整防护涂料体系选择的必要参数。
1.2这⼀部分的ISO 12944并不包含那些含有特殊⽓体(例如:化学品⼯⼚或冶炼⼚的周围)的⼤⽓环境分类。
2.参考的标准规范下列标准通过本标准的引⽤⽽成为标准不可缺少的⽂件。
在本标准出版时,这些引⽤的标准版本都是有效。
但所有的标准都会被修订,⿎励各⽅讨论这些标准的最新版本在ISO 12944继续引⽤的可能性。
IEC和ISO的成员对⽬前有效的国际标准保持着登记。
ISO 9223:1992,⾦属与合⾦腐蚀—⼤⽓腐蚀性—分类ISO 9226:1992,⾦属与合⾦腐蚀—⼤⽓腐蚀性—为了腐蚀性评价⽽进⾏的标准样本的腐蚀速率的测定ISO 12944-1:1998,⾊漆与清漆—防护涂料体系对钢结构的防腐蚀防护—第1部分:总则EN 12501-1:—⾦属材料的防腐蚀保护—⼟壤中的腐蚀可能性—第⼀部分:总则3.术语和定义在ISO 12944这部分中,除了ISO 12944-1已给出的⼀些,以下术语被应⽤。
注意:有些定义是取之于ISO 8044:1989,⾦属和合⾦腐蚀—词汇中的说明。
3.1 腐蚀性(corrosivity):在某个腐蚀体系中,环境造成腐蚀的能⼒[ISO 8044]。
3.2 腐蚀应⼒(corrosionstresses):促进腐蚀的环境因素。
3.3 腐蚀体系(corrosionsystem):由⼀种或多种⾦属和所有影响腐蚀的环境各部分因素组成的体系[ISO 8044]。
ISO12944在钢结构防腐方面的应用

涂层
产品名称
体积固 颜色 体份%
底漆
Barrier 77 CN 环氧富锌底漆
灰色 53
中间漆
面漆 干膜 总厚度
Penguard Express 快干环氧
Hardtop XP 脂肪族聚氨酯面漆
灰色 74 待定 63
干膜厚度 m 60 120 60
240
ISO 12944-2 C5-I,C5-M
• 盐份很大的大气环境或者污染十分严重的工业大气环境; • 盐雾腐蚀严重的沿海、海上环境等; • 注:海上平台不适用于C5-M的方案,请参考ISO 20340的要求 • ISO 20340中规定的干膜厚度低于ISO 12944的推荐厚度
•醇酸漆 •氯化橡胶,聚乙烯,丙烯酸漆 •环氧,聚氨酯漆 •富锌底漆 (NDFT 60微米)
–环氧富锌 –无机富锌
•其它底漆(NDFT 80微米) •聚氨酯面漆 •环氧面漆
ISO 12944-5:2007 C4腐蚀环境
•醇酸漆系统:中等耐久性 •氯化橡胶,聚乙烯,丙烯酸漆系统:中等耐久性 •环氧,聚氨酯漆 •富锌底漆 (NDFT 60微米)
机场内部
C3 Environment
城市体育馆
C4 Environment 火力发电厂
C5 – I 石化厂
C5-M 海洋平台,钢管桩
•海上平台的涂料系统制订:ISO 20340
第2步:决定涂层系统的设计寿命 (耐久性)
•High durability 高
> 15 年
•Medium durability 中
厚度损失 m
质量损失 g/m2
厚度损失 m
10
1.3
0.7
0.1
C2 低
iso12944-2

iso12944-2经译者同意,转载并做部分详细说明,相对来说我也是学材料化学的,方向是催化剂和高分子,毕业时候并没有好的去处,等到现在吗需求多了又要相关工作经验,将错就错,对船舶涂装,只能爱之深、恨之切,坐等风起时,坐着的时候别光顾着磕瓜子了,来我们一起学涂装。
译者作为涂料行业内的一员,深感该标准的实用有效。
遗憾的是,目前中国并没有类似完整全面的防腐蚀标准,也没有该标准的中文版发行。
而中国作为制造业大国,在涉外钢结构、设备制造上不可避免地会被要求遵循该标准进行防腐蚀设计和涂装。
一些同行朋友也希望学习和了解该标准。
因此,译者花了一些业余时间,逐步将该标准各部分译成中文,仅供业内人士交流之用,并没有任何商业目的。
译者简介:张斌:毕业于湖北工业大学高分子材料与工程专业(本科),从事防腐蚀涂料相关工作11 年,先后从事涂料产品开发、技术服务及产品推广等工作。
2008年7月译Definitions定义corrosivity: Ability of an environment to cause corrosion ina given corrosion system.腐蚀性:在某个腐蚀体系中,环境造成腐蚀的能力corrosion stresses: The environmentalfactors which promote corrosion. 腐蚀应力:促进腐蚀的环境因素。
corrosion system: System consisting ofone or more metals and all parts of the environment which influence corrosion.[ISO 8044]腐蚀体系:由一种或多种金属和所有影响腐蚀的环境各部分因素组成的体系[ISO 8044]。
climate: The weather prevailingat a given location or in a given area, as established statistically by meteorologicalparameters recorded over a prolonged period.气候:通过长时间的气象参数记录统计而确定的某个地区或区域的主要天气情况。
12944(CHN)-IP-培训资料

ISO 12944 –钢结构防腐蚀ISO标准什么是ISO 12944 ?•当用涂料为钢结构提供腐蚀防护时,为工程师、工程顾问、工程承包方以及涂层的供应商提供了全面的指导。
•ISO 12944 共分为8 个部分•定义了涂装系统的“防腐年限(Durability)”•定义了环境的“腐蚀等级(Corrosivity Categories)”•为选择涂装系统提供了指导–Interspec(PCSS)ISO 12944 第1 部分–防腐年限的范围•防腐年限-: 涂层第一次大修前的年限。
失效的判据由相关各方协定(基于ISO 4628-1 和ISO 4628-3), 例如Ri2 或Ri3•不是涂装系统的担保时间! –类似于工程中的“设计寿命”•表示为3 个年限低(l) 2 至5 年中(M) 5 至15 年高(H)大于15 年–ISO 12944 其余各部分摘要部分摘要2包括各种环境的腐蚀性及其定义。
这样不同的防腐涂层可被指定用于这些环境。
3从腐蚀防护的角度阐述了钢结构设计方面的一些好的设计方法。
4涵盖了钢结构表面处理方面的问题–参照ISO 8501, IS0 8502, IS08503, ISO 8504. 5对于给定的防腐年限和环境的腐蚀等级给出典型的涂装系统.6涂装系统的实验室测试方法, 特别针对那些没有足够实际工程使用记录的涂层系统。
7现场施工, 检测和后续工作.8描述了怎样为防腐准备配套以及其他事宜.第2 部分–环境的分类•大气环境-: 定义为金属试样(低碳钢和锌) 在一年时间内(不多也不少)的重量损失(g/m2) 或厚度的损失。
•显然,由于气候变化的关系这个方法测得的结果会有一些误差,但是它确实对环境腐蚀程度的量化有所帮助。
•水和土壤(浸泡/ 掩埋)第2 部分–环境的分类(大气环境)腐蚀等级重量损失/厚度损失举例-外部环境举例–内部环境多层涂层最大D.F.TC1, C2很低, 低<10-200 g/m2(1.3-25µm)乡村/ 干燥的区域, 低污染被加热/ 不被加热的建筑物/中性的大气环境75µm –200µmC3中200-400g/m2(25-50µm)城市和工业大气环境, 中等程度S02污染. 低盐度的海岸地区具有高湿度和轻度空气污染的车间。
ISO12944是规定钢结构的涂层防腐系统的标准

ISO12944是规定钢结构的涂层防腐系统的标准ISO 12944是规定钢结构的涂层防腐系统的标准(Corrosion protection of steel structures by protective paint systems),为工程师、工程顾问、工程承包方以及涂层的供应商提供了全面的有关涂层防腐的指导。
ISO 12944 共分为8 个部分定义了涂装系统的“防腐年限(Durability)”定义了环境的“腐蚀等级(Corrosion Categories)”为选择涂装系统提供了指导表示为 3 个年限低低(Low) 2 至 5 年中(Medium)5 至15 年高(High) 大于15 年C4 H表示腐蚀环境为高盐度的工业地区和中等盐度的海岸地区,比如化工厂,游泳池,海船和船厂等在这种环境下,仅靠电镀或静电喷涂是难以达到15年以上的防腐寿命的,根据ISO12944第 5 部分–防护涂装系统可以进行涂层系统的设计厚度/ 预期防腐年限类别 DFT 范围(μm) (含富锌底漆)最小dft (μm) 预期防腐年限C2 80 低(2-5 年)80 –120 中(5-15 年)160 –200 80 高(>15 年)C3120 –160 低(2-5 年)160 –200 80 中(5-15 年)200 –240 160 高(>15 年)C4 160 –200 160 低(2-5 年)200 –240 200 中(5-15 年)240 –320 240 高(>15 年)C5IC5M 200 低(2-5 年)160 –240 160 中(5-15 年)280 –400 280 高(>15 年)一般涂层系统由底漆,中层漆和面漆三道涂层组成,在此腐蚀环境下,通常选用的油漆有:富锌底漆,环氧中层漆盒聚氨酯面漆。
1. ScopeThis International Standard specifies requirements for thickness corrosion resistance and mechanical and physical properties of non-electrolytically applied zinc flake coatings steel fasteners with metric threads.If applies to both coating with of without chromate.If fasteners with metric thread with pitch below 0.8mm ( 〈 MS )or fasteners with small internal drives or cavities are to be coated. special agreement between supplier and purchaser is required.Coatings according to this international Standard may also be applied to steel screws which from their own mating threads sush as wood screw, self tapping screws,self drilling screw,thread cutting screws and thread rolling screws as well as to non-threaded steel parts sush as washers and pins.They may be similarly applied to steel fasteners with other types of thread.Coatings according to this international Standard can be supplied with integral lubricant and/ or with an externally added lubricant.2. Normative referencesThe following normative documents contain provisionswhich,through reference in thistest,constitute provisions of this international Standard. At the time of publication,the editions indicated were valid. All normative documents are subject to revision. and parties to agreements based on this international Standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references, the latest edition of the normative document referred to applies. Members of ISO and IEC maintain registers of currently valid International Standard.ISO 898-1 :1989Mechanical properties of fastener . Bolts, screws and studs ISO 1502 :1978ISO general purpose metric screw thread-GaugingISO 1463 :1982Metallic and oxide coatings-Measurement of coating thickness-Microscopical methodISO 6988 : 1085Metallic and other non-organic coatings-Sulfur dioxide test with general condensation of moisture ISO 8991 : 1986 Designation system for fastenersISO 9227 : 1990Corrosion tests in artificial atmospheres-salt spray testISO/DIS 15330 : 1997Fasteners-Preloading test for the detection of hydrogen embitterment-Parallel bearing surface method3. DefinitionNon -electrolytically applied zinc flake coating( with or without integral lubricant)A coating which is produced by applying on the surface of a fastener a zinc flakedispersion,possibly with addition of aluminum flakes .in a suitable medium which under influence of heat(curing)generates a bonding of the flakes and between flakes and the substrate thus forming a sufficiently electrically conduction inorganic surface coating to ensure cathode protection. The coating may or may not contain chromate.4. GeneralIt is a characteristic df this type of coating that no hydrogen which could be absorbed by the parts is generated during the coating process. Therefore, by using pretreatment cleaning methods which do not generate nascent hydrogen (for example blast cleaning),there is not risk of hydrogen embitterment form the surface preparation procedure.If cleaning methods are applied which could lead to hydrogen absorption (such as cleaning).then for fasteners which 8 hardness above 365 Hv in process control shall be conducted to ensure that the process with regard to hydrogen embroilment is under control. This can be done by a preload test according to ISO 15330However it should be noted that a non electrolytically applied zinc flake coating has a high permeability for hydrogen which during the curing process, allows effusion of hydrogen which may have been absorbed before the coating process.5.Dimensional requirements and testingThe applicability of coating to ISO metric threads is limited by the fundamental deviation of the threads concerned as given in table 1 and, hence, by the pitch and tolerance positions. The coating shall not cause the zero line(basic size)to be exceeded in the case of external threads, nor shall it fall below in the case of internal threads. this means that for an internal thread oftolerances position H, a measurable coating thickness can only be applied to the thread if the tolerance zone is not taken up to the zero line(basic size).After coating, ISO metric screw threads shall be gauged according to ISO 1502 with a GO-gauge of tolerance position h for external threads and H for internal threads. When gauging the coated thread a maximum torque of 0,001 d3. (N.m)is acceptable, where d is the nominal thread diameter in min.Other product dimensions apply only before coating.NOTE Care should be exercised where relatively thick coatings may affect dimensions with small tolerances such as internal drives or small nuts, in these cases agreements shall be made between the supplier and the purchaser.Table 1 - Theoretical upper limits of coating thickness for ISO metric threadsIf a minimum coating thickness( t min)is required in order to achieve a specified corrosion resistance (see clause 6)the range of the coating thickness has to be taken into consideration which is approximately the same as the minimum coating itself. Therefore the maximum coating thickness to be expected is twiceas much as the required minimum coating thickness see table 2. The minimum fundamental deviation required for a specified minimum coating thickness which is 4 t max (or 8 t min )is also given in table 2.Table 2 -Coating thickness and required fundamental deviationIf for a given pitch the fundamental deviation as given in table 1 is not sufficient to allow for the required minimum coating thickness then.--either the tolerance position of the thread has to be changed ( e.g.f instead of g )--or the tolerance within the given tolerance field has to be restricted such that the threadhas to be manufactured at the upper limit for the internal thread or at the lower limit external thread of the respective tolerance.Required minimum local coating thickness to achieve specified corrosion resistance are given in table 3.If the minimum local coating thickness is specified (see table3) it may be measured by magnetic or X ray techniques. In the case of dispute the referee test shall be the microscopical method as described in ISO 1463. The surfaced to be used for thickness measurements are those given in figure1 Measuring areaFigure 1 --Measuring area for coating thickness measurement on threaded fasteners6 Testing of corrosion protectionThe neutral salt spray test according to ISO9227 is used to evaluate the quality of the coating. The test is applied to coated parts which are in the as delivered condition. Performance in the test cannot be related to corrosion protection behavior in particular service environments.NOTE In normal cases the coating shall be defined by specifying the test duration for neutral salt spray test according to table 3. see example 1 in clause 9.After the neutral salt spray test with a test duration according to table 3 there shall be no visible ferrous(red) corrosion attack on the base metal.Table 3 -- Test duration ( Neutral salt spray test )7. Mechanical and physical properties and testing7.1GeneralThe coating process shall not adversely influence the mechanical and physical properties of fasteners as specified in the relevant ISO Standards.Consideration shall be given by the manufacturer supported by testing if necessary. to determine whether the curing temperature and duration as specified by the coater are suitable foe the particular type of fastener to be coated.7.2 AppearanceThe colour of the coating is silver grey. The coated fastener shall be free from blisters, localized excess coating and uncoated areas which may have adverse effects on corrosion protection and fitness for use.Special techniques may be necessary to avoid excess coating or uncoated areas with parts such as washers. nuts and recess drive screw.7.3 Temperature resistanceAfter heating the coated fasteners for 3 hours at 150℃(part temperature) the corrosion resistance requirements as specified in clause 6 shall still be met.7.4 DuctilityAfter loading the coated fastener with the proof load specified in ISO 898-1 the corrosion resistance as specified in clause 6 shall still be met in areas other than where thread engagement has occurred. This requirement applies to bolts. screws and studs with metric thread only.7.5 Adhesion/ cohesionIf an adhesive tape with an a dhesive strength of (7 N ± 1 N) per 25 mm width is pressed by hand on the surface and is subsequently pulled off jerkily and perpendicularly to the surface.the coating shall not be peeled off the base metal. Small amounts of the coating material sticking on the tape are acceptable.7.6 Cathodic protectionThe cathodic protection capability of the coating can be tested by making the salt spray test according to be clause with a specimen which is scratched to the base metal, the scratch having a width of max.0.5 mm. After the salt spray rest of 72 h there shall be no red rust in the scratched area.7.7 Torque/tension relationship for coatings with integral lubricant or externally added lubricant The requirements for torque/tension shall be agreed between the manufacturer and purchaser.8. Applicability of tests8.1 GeneralAll requirements given in the clause 5, 6 and 7 apply as far as they are general characteristics of the coating or are separately specified by the customer. The tests included in clause 8.2 shall be carried out for each lot of fasteners. The tests included in clause 8.3 are not intended to be applied for each fastener lot, but are used for in process control.8.2 Tests mandatory for each lot--Gauging of threads ( 5 )--Appearance ( 7.2 )--Adhesion/cohesion ( 7.5 )8.3 Tests to be made for in process control--Neutral salt spray test (6)--Temperature resistance ( 7.3 )--Ductility ( 7.4 )--Cathodic protection ( 7.6 )8.4 Tests which are only to be made when specified by the customer-- Coating thickness ( 5 )--Torque/tension relationship for coating with integral lubricant ( 7.7 )9. DesignationThe designation of the coating shall be added to the product designation in accordance with the designation system specified in ISO 8991 using the symbol flZn for non-electrolytically applied zinc flake coating, a figure for the required duration of salt spray test in hours and, if necessary,the specification for a coating with chromate(yc) or without chromate (nc).EXAMPLE 1 Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 with a non-electrolytically applied zinc flake coating(flZc), with a required duration of salt spray test of 480 h:Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 - flZn - 480h if a coating with integral lubricant is required,the letter L shall be added to the designation after the symbol for the zinc flake coating:Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 - flZnL - 480h if a coating with a subsequent lubrication(external lubricant) is required, the letter L shall be added at the of the designation: Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 - flZn - 480h - LEXAMPLE 2 Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 with a non-electrolytically applied zinc flake coating without chromate flZnnc, with a required duration of salt spray test of 480 h:Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 - flZnnc - 480hEXAMPLE 3 Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 with a non-electrolytically applied zinc flake coating with chromate flZnyc, with a required duration of salt spray test of 480 h:Hexagon head bolt ISO 4014 - M12 X 80 - 10.9 - flZnyc - 480h10. Ordering requirementsWhen ordering threaded parts to be coated according to this International Standard, the flowing information shall be supplied to the coater:a) THe reference to this International standard and the coating designation(see clause 9).b) The matrial of the part and its. condition, e.g. heat treatment, hardness ororder properties, which may be influenced by the coating process..c) Thread tolerances if different from the product standardd) Performance(torque/tension, coefficient of friction, sealing) and the testmethods for integrally lubricated or supplementary lubricated coating shallbe agreed between the manufacturer and purchaser.e) Tests to be carried out, if any(see clause 8)f) Sampling。
ISO-12944-6(1998)油漆保护系统对钢结构的防腐蚀保护-实验室性能试验方法

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EN ISO 12944-6: 1998
最好在样本上喷漆。应根据油漆制造商的规格使用油漆。每层油漆的厚度应该均 匀,外观应该相似。不应出现溢漆、凹陷、漏刷、针孔、起皱、总体变化、收缩、 颗粒吸入、干化不粘附于表面的喷涂以及起泡现象。跟据 ISO2808,测量的干化 薄膜的厚度不应超过规定值的 20%。 除非另有规定,否则必须在试验前,按照 ISO 554 的定义,将已涂漆的试验样本 的条件定为:持续三周标准大气(23±2)oC/(50±5)%相对湿度或(20±2)oC/(65±5)% 相对湿度。 如果将要进行喷盐试验(见表 1),喷盐起点线的深度应该达到油漆涂层的底层 (见附件 A)。 试验样本的边和背面应进行适当的保护。 5.5 参考系统 如果油漆系统在现场已成功应用多年,且性能按照实验室所做试验的说明非常 好,建议将这一油漆系统作为一个参考系统。此系统在成份、类型和厚度方面应 该与进行试验的油漆系统尽可能相似。合适的油漆系统实例在 12944-5 中给出。 5.6 试验程序 试验程序应按照表 1 和表 2 的规定。 如果测试符合 ISO 2812-1, 应使用下列质量经验证分析的化学物品: a)NaOH, 10%(m/m) 水溶液; b)H2SO4 ,10%(m/m) 水成份; c) 矿物油精,18%芳香族; 评估针对 ISO 12944-2 表 2 定义的各种类型浸在水中和埋藏在土壤中的油漆适用 性,可使用下列文件: 对于 lm1:使用 ISO 2812-2 定义的水; 对于 lm2 和 lm3:使用氯化钠,5%(m/m)水溶液(代替水)。
ISO 12944-4:1998 油漆和清漆-保护漆作用的钢结构防腐蚀保护-第 4 部分:表 面和表面预处理类型
iso12944 sa2标准

iso12944sa2标准
ISO12944是涂覆金属结构防腐保护的标准,而"Sa2"则是其中一个表面处理的等级。
具体而言,ISO12944标准定义了在不同环境下(如海洋、工业或城市环境)使用的不同等级的防腐涂层系统。
"Sa2"是标准中表面处理的等级之一,它描述了表面准备的程度。
具体来说,Sa2表示对金属表面进行了“近乎完全清理”的处理。
在这个等级下,可能还存在一些轻微的污染或残留,但它们不会影响涂层的附着力。
简而言之,ISO12944中的"Sa2"等级指的是表面处理的程度,表示金属表面经过近乎完全的清理,以确保涂覆涂层能够更好地附着并提供更长久的防腐保护。
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Paints and varnishes
Corrosion protection of steel structures by protective paint systems
Part 2: Classification of environments (ISO 12944-2 : 1998)
Peintures et vernis – Anticorrosion des structures en acier par systèmes de peinture – Partie 2: Classification des environnements (ISO 12944-2 : 1998)
CEN members are the national standards bodies of Austria, Belgium, the Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, the Netherlands, Norway, Portugal, Spain, Sweden, Switzerland, and the United Kingdom.
© 1998. CEN – All rights of exploitation in any form and by any means reserved worldwide for CEN national members.
Ref. No. EN ISO 12944-2 : 1998 E
Page 2 EN ISO 12944-2 : 1998
12.98
EN ISO 12944-2
May 1998
ICS 87.020 Descriptors: Paint coatings, corrosion protection, structural steelwork, classification, environments.
English version
A comma is used as the decimal marker.
National foreword
This standard has been published in accordance with a decision taken by CEN/TC 139 to adopt, without alteration, International Standard ISO 12944-2 as a European Standard. The responsible German body involved in its preparation was the Normenausschuß Anstrichstoffe und ähnliche Beschichtungsstoffe (Paints and Varnishes Standards Committee), Technical Committee Korrosionsschutz von Stahlbauten. DIN EN ISO 12944-1 is the standard corresponding to International Standard ISO 12944-1 referred to in clause 2 of the EN.
introduction (ISO 12944-1 : 1998)
EN comprises 12 pages.
© No part of this standard may be reproduced without the prior permission of
Ref. No. DIN EN ISO 12944-2 : 1998-07
ÈÉË
European Committee for Standardization Comité Européen de Normalisation Europäisches Komitee für Normung
Central Secretariat: rue de Stassart 36, B-1050 Brussels
DEUTSCHE NORM
Corrosion protection of steel structures by protective paint systems
Part 2: Classification of environments (ISO 12944-2 : 1998) English version of DIN EN ISO 12944-2
The European Standards exist in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions.
Previous editions DIN 55928: 1956-11, 1959-06x; DIN 55928-1: 1976-11, 1991-05.
National Annex NA Standard referred to
(and not included in Normative references and Annex ZA) DIN EN ISO 12944-1 Corrosion protection of steel structures by protective paint systems – Part 1: General
July 1998
{ EN ISO 12944-2
ICS 87.020; 91.080.10
Descriptors: Paint coatings, corrosion protection, structural steelwork, classification, environments.
Beschichtungsstoffe – Korrosionsschutz von Stahlbauten durch Beschichtungssysteme – Teil 2: Einteilung der Umgebungsbedingungen (ISO 12944-2 : 1998)
Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN mestitut für Normung e. V., Berlin.
English price group 09 Sales No. 1109
Beuth Verlag GmbH, D-10772 Berlin, has the exclusive right of sale for German Standards (DIN-Normen).
Foreword
International Standard ISO 12944-2 : 1998 Paints and varnishes – Corrosion protection of steel structures by protective paint sys-
tems – Part 2: Classification of environments, which was prepared by ISO/TC 35 ‘Paints and varnishes’ of the International Organization for Standardization, has been adopted by Technical Committee CEN/TC 139 ‘Paints and varnishes’, the Secretariat of which is held by DIN, as a European Standard. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, and conflicting national standards withdrawn, by November 1998 at the latest. In accordance with the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, the Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, the Netherlands, Norway, Portugal, Spain, Sweden, Switzerland, and the United Kingdom.