EN 40-5:2002

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Lighting columns - Part 5: Requirements for steel lighting columnsDrogovi za razsvetljavo - 5. del: Zahteve za jeklene drogove za razsvetljavoCandélabres d'éclairage public - Partie 5: Exigences pour les candélabres d'éclairage public en acierLichtmaste - Teil 5: Anforderungen für Lichtmaste aus StahlTa slovenski standard je istoveten z:EN 40-5:2002SIST EN 40-5:2002en93.080.4077.140.01ICS:SIST EN 40-5:20011DGRPHãþDSLOVENSKI
STANDARDSIST EN 40-5:200201-september-2002

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 40-5April 2002ICS 77.140.01; 93.080.40Supersedes EN 40-5:2000English versionLighting columns - Part 5: Requirements for steel lightingcolumnsCandélabres d'éclairage public - Partie 5: Exigences pourles candélabres d'éclairage public en acierLichtmaste - Teil 5: Anforderungen für Lichtmaste ausStahlThis European Standard was approved by CEN on 25 February 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 40-5:2002 E

(informative)
Corrosion protection measures for steel lighting columns17Annex B
(informative)
Recommendations for storage and installation19Annex C
(informative)
Bibliography20Annex D (normative)
Initial type tests21Annex ZA (informative)
Clauses of this European Standard addressing the provisions of theEU Construction Products Directive22

ScopeThis European Standard specifies requirements for steel lighting columns. It includes materialsand conformity control. It applies to post top columns not exceeding 20 m height for post toplanterns and to columns with brackets not exceeding 18 m height for side entry lanterns.This European Standard specifies performance related to the essential requirements of resistanceto horizontal (wind) loads and performance under vehicle impact (passive safety) in support ofthe Essential Requirement No 4 Safety in use measured according to the corresponding testmethods included in this European Standard or available in separate European Standards.It provides for the evaluation of conformity of the products to this European Standard.2
Normative referencesThis European Standard incorporates, by dated or undated reference, provisions from otherpublications. These normative references are cited at the appropriate places in the text, andthe publications are listed hereafter. For dated references, subsequent amendments to orrevisions of any of these publications apply to this European Standard only when incorporatedin it by amendment or revision. For undated references the latest edition of the publicationreferred to applies (including amendments).EN 40-1Lighting columns - Part 1: Definitions and terms.prEN 40-2:1999Lighting columns - Part 2: General requirements and dimensions.EN 40-3-1Lighting columns - Design and verification - Part 3-1: Specification forcharacteristic loads.EN 40-3-2Lighting columns - Design and verification - Part 3-2: Verification by testing.prEN 40-3-3Lighting columns - Design and verification - Part 3-3: Verification bycalculation.EN 288-1Specification and approval of welding procedures for metallic materials - Part1: General rules for fusion welding.EN 288-2Specification and approval of welding procedures for metallic materials - Part2: Welding procedure specification for arc welding.EN 288-3Specification and approval of welding procedures for metallic materials - Part3: Welding procedure tests for arc welding of steels.

metallic materials - Part 3: Arcwelding of stainless steels.EN 10025Hot rolled products of non-alloy structural steels - Technical deliveryconditions (includes amendment A1:1993).EN 10088Stainless steels.EN 10149-1Hot-rolled flat products made of high yield strength steels for cold forming -Part 1: General delivery conditions.EN 10149-2 Hot-rolled flat products made of high yield strength steels for cold forming -Part 2: Delivery conditions for thermomechanically rolled steels.EN 10204Metallic products - Types of inspection documents.EN 10210Hot finished structural hollow sections of non-alloy and fine grain structuralsteels.EN 10219Cold formed structural hollow section of non-alloy and fine grain steels.EN 12767Passive safety of support structures for road equipment – Requirements andtest methods.EN 50102Degrees of protection provided by enclosures for electrical equipment againstexternal mechanical impacts (IK code).EN ISO 1461Hot dip galvanized coatings on fabricated iron and steel articles -Specifications and test methods (ISO 1461:1999).ISO 2063Metallic and other inorganic coatings - Thermal spraying - Zinc, aluminiumand their alloys.ISO 8501-1Preparation of steel substances before application of paints and relatedproducts - Visual assessment of surface cleanliness - Part 1: Rust grades and

Terms and definitionsFor the purposes of this European Standard, the terms and definitions given in EN 40-1 apply.4
Materials4.1
SteelThe steel used shall comply with one of the following standards, and be suitable for hot-dipgalvanizing when such surface protection is required. Rimming steel shall not be used.Steel sheet and plate:EN 10025 except grade S185EN 10149-1 and EN 10149-2Hot-finished steel tube:EN 10210Cold-formed steel tube:EN 10219Stainless steels:EN 100884.2
Foundation boltsThe minimum mechanical properties of the steel used for foundation bolts shall comply with therequirements of EN 10025 grade S 235 JR5
DimensionsDimensions shall be in accordance with prEN 40-2.6
Design and design verificationThe column shall be designed to sustain safely the dead loads and the wind loads specified inEN 40-3-1.The structural design of a lighting column shall be verified either by calculation in accordancewith prEN 40-3-3 or by testing in accordance with EN 40-3-2.

Welding7.1 Welding processArc welding of ferritic steels shall be in accordance with EN 1011-1 and EN 1011-2.Arc welding of stainless steels shall be in accordance with EN 1011-1 and EN 1011-3.7.2 Welding proceduresWelding procedures shall comply with EN 288-1 and EN 288-2.Written procedures shall be provided for the main structural joints which shall include whererelevant, the flange plate joint, the base compartment to shaft joint, the door reinforcement, anyintermediate column joint, the column to bracket joint and the column seam weld when this iscarried out at the time of column manufacture.Welding procedures shall be approved in accordance with EN 288-8. Pre-production test piecesshall represent the main assembly types.Welding procedures shall be verified by testing to the requirements in accordance with EN 288-3. The welding consumables and procedures used shall be such that the mechanical properties ofthe as-deposited weld metal will not be less than the respective minimum values required by thedesigner's specification for the parent metal being welded. Verification shall be by a weldingcoordinator.Procedures shall be reviewed and reapproved where necessary after a period of seven years.7.3 Welding personnelWelders shall be tested for each approved procedure to which they shall be required to work(see 7.2). Test pieces shall be used as in the original procedure tests. The approval range shall bein accordance with that for the original procedure.8
Joints8.1
GeneralAll joints shall be designed to the requirements specified in clause 6.NOTE
Design of joint details should avoid moisture retention and corrosion.

Friction jointsWhen joints are made by drawing parts together to form a friction joint the additional stresses inthe connection shall be included in the design.8.3
Welded jointsWelded joints shall comply with the requirements of clause 7.9
Protection against mechanical impactA type test shall be carried out on each type of column base, or part, provided that each end ofthe part extends at least 0,3 m above and below the door opening. The test shall comply with animpact protection category of IK08 as specified in EN 50102 with the door fitted.The test equipment shall be either impact pendulum hammer or vertical free fall hammer.The number of impacts shall be five and shall be applied around the circumference at the midheight of the door. For circular columns these shall be equi-spaced around the remainingcircumference excluding the door. For octagonal columns these shall be on each of the adjacentfaces excluding the door.After testing there shall be no indentation greater than 3 mm in depth when measured with aprofile gauge. The test validates those products of which the outside diameter (or flatdimension) is equal to or less than the diameter being tested, with the same wall thickness andmaterial strength.NOTE 1
A type is defined by the shape, the dimensions and thickness and material of the section atmid door height.NOTE 2
For sections other than circular or octagonal the provisions defined above apply.10
Internal finish and sharp edges10.1
CablewaysCableways shall conform with the requirements of prEN 40-2.10.2
Access pointsAll access points used for the installation and fitting of electrical equipment shall be free fromrough edges and burrs.

Corrosion protection11.1
Areas of the column for consideration of corrosion protectionFor corrosion protection purposes the column is divided into the following areas:Area A : The exterior surface of the column from the top to a minimum of 0,2 m aboveground level or the whole exterior for a column with flange plate.NOTE 1
The minimum of 0,2 m allows a protection overlap.Area B : The exterior surface of the ground section including a minimum length of0,25 m above ground level.Area C : The interior surface of the column.NOTE 2
The minimum values in A and B can be increased in countries where snow can causecorrosion problems.11.2
Corrosion protection measuresUnless otherwise specified the corrosion protection measures given in annex A arerecommended.NOTE
Additional measures for corrosion protection at the erection site, do not fall within the scope ofthis standard.12
MarkingAll columns and brackets shall be clearly and durably marked with: a)
the name or symbol of the manufacturer; b)
the year of manufacture; c)
a reference to this standard; d)
a unique product code.The marking shall be formed either in the material or by painting, hard stamping or by asecurely fixed label.NOTE
For CE marking and labelling see ZA.3.
...