EN 40-4:2005

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Lighting columns - Part 4: Requirements for reinforced and prestressed concrete lighting columnsDrogovi za razsvetljavo – 4. del: Zahteve za drogove za razsvetljavo iz armiranega in prednapetega betonaCandélabres d'éclairage public - Partie 4: Prescriptions pour les candélabres d'éclairage public en béton armé et en béton précontraintLichtmaste - Teil 4: Anforderungen an Lichtmaste aus Stahl- und SpannbetonTa slovenski standard je istoveten z:EN 40-4:2005SIST EN 40-4:2006en93.080.4091.100.30ICS:SLOVENSKI
STANDARDSIST EN 40-4:200601-maj-2006

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 40-4December 2005ICS 93.080.40Supersedes EN 40-4:1982
English VersionLighting columns - Part 4: Requirements for reinforced andprestressed concrete lighting columnsCandélabres d'éclairage public - Partie 4: Prescriptionspour les candélabres d'éclairage public en béton armé eten béton précontraintLichtmaste - Teil 4: Anforderungen an Lichtmaste ausStahl- und SpannbetonThis European Standard was approved by CEN on 27 October 2005.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 Central Secretariat 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 Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2005 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 40-4:2005: E

Concrete cover.14 Table A.1 — Minimum concrete cover.14 Annex B (normative)
Inspection scheme.15 Table B.1 — Finished product inspection.15 Annex C (normative)
Initial type tests.16 Annex Y (informative)
Choice of CE marking method.16 Annex ZA (informative)
Clauses of this European Standard addressing essential requirements or other provisions of the EU Construction Products Directive.18 Table ZA.1 — Relevant clauses.19 Table ZA.2 — System of attestation of conformity.20 Table ZA.3 — Assignment of evaluation of conformity tasks for concrete lighting columns under system 1.20 Figure ZA.1 — Example of simplified label.23 Figure ZA.2 — Example of CE marking with Method 1.24 Figure ZA.3 — Example of CE marking with Method 2 (verification by calculation).25 Figure ZA.4 — Example of CE marking with Method 2 (verification by testing).26 Figure ZA.5 — Example of CE marking with Method 3.27 Bibliography.28

3-1: Specification for characteristic loads
3-2: Verification by testing
3-3: Verification by calculation Part 4: Requirements for reinforced and prestressed concrete lighting Part 5: Requirements for steel lighting columns Part 6: Requirements for aluminium lighting columns Part 7: Requirements for fibre reinforced polymer composite lighting columns

It applies to columns not exceeding 20 m height for post top lanterns and columns with brackets not exceeding 18 m height for side entry lanterns. This document specifies: a) performance related to the essential requirement of resistance to horizontal (wind) loads, measured in accordance with EN 40-3; b) performance under vehicle impact (passive safety) in support of the Essential Requirement No. 4 Safety in use, measured in accordance with the corresponding test methods included in this document or available in separate European Standards. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 40-1:1991, Lighting columns — Part 1: Definitions and terms EN 40-2:2004, Lighting columns — Part 2: General requirements and dimensions EN 40-3-1, Lighting columns — Part 3-1: Design and verification — Specification for characteristic loads EN 40-3-2, Lighting columns — Part 3-2: Design and verification — Verification by testing EN 40-3-3, Lighting columns — Part 3-3: Design and verification — Verification by calculation EN 1992-1-1:2004, Eurocode 2: Design of concrete structures — Part 1-1: General rules and rules for buildings
EN 10204, Metallic products — Types of inspection documents EN 12390-5, Testing hardened concrete — Part 5: Flexural strength of test specimens EN 12767, Passive safety of support structures for road equipment — Requirements and test methods EN 13369:2004, Common rules for precast concrete products EN 62262, Degrees of protection provided by enclosures for electrical equipment against external mechanical impacts (IK code) 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 40-1:1991, EN 1992-1-1:2004, EN 13369:2004 and the following apply. 3.1 spun concrete concrete compacted by pressure and vibration using a rotating mould (centrifugal force)

As it is not in the current version of EN 40-1, it is repeated above. 4 Materials Materials shall conform to EN 13369:2004, 4.1. 5 Geometrical properties 5.1 General Product dimensions shall conform to EN 40-2 and where applicable defined on the basis of the specific design and calculations. 5.2 Production tolerances Production tolerances shall conform to EN 40-2, the total length being measured from ground level. Dimensions shall be measured in accordance with 13.2.2. The tolerance on column mass shall be ± 10 %. 6 Design and design verification The column shall be designed to safely sustain the dead loads and the wind loads specified in EN 40-3-1, and shall be verified in accordance with one of the following methods: a) Clauses 7.1 and 12.2.2
b) Compliance with 7.1 and EN 13369 (for common rules), and the following: • geometrical data (main dimensions and main cross sections, including tolerances) of the lighting column as Clause 5 and 7.5; and
• properties of the materials and constituents products used that are needed to determine, according to the national provisions valid in the place of use, or possible use, the resistance to horizontal loads.
c) Compliance with the purchaser's specific design It may be assumed by the manufacturer that where he is requested to produce the lighting column following the provisions of the client’s specific design details supplied by the purchaser, such provisions are compliant with requirements for regulatory marking in the place of intended destination.
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