EN 40-4:2005
(Main)Lighting columns - Part 4: Requirements for reinforced and prestressed concrete lighting columns
Lighting columns - Part 4: Requirements for reinforced and prestressed concrete lighting columns
This European Standard specifies requirements for reinforced and prestressed concrete 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 European Standard 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.
Lichtmaste - Teil 4: Anforderungen an Lichtmaste aus Stahl- und Spannbeton
Dieses Dokument legt Anforderungen an Lichtmaste aus Stahl und Spannbeton fest. Es gilt für gerade Maste für Aufsatzleuchten, die eine Höhe von 20 m nicht überschreiten, und für Auslegermaste mit Ansatzleuchten, die eine Höhe von 18 m nicht überschreiten.
In diesem Dokument werden festgelegt:
a) das Verhalten in Bezug auf die grundlegende Anforderung an den Widerstand gegen horizontale (Wind )Lasten, die nach EN 40 3 gemessen werden;
b) das Verhalten bei Fahrzeugaufprall (passive Sicherheit) bei Anwendung der grundlegenden Anforderung Nr 4 „Nutzungssicherheit“, die nach den entsprechenden, in diesem Dokument oder in gesonderten Europäischen Normen beschriebenen Prüfverfahren bestimmt wird.
Candélabres d'éclairage public - Partie 4: Prescriptions pour les candélabres d'éclairage public en béton armé et en béton précontraint
Le présent document spécifie les prescriptions relatives aux candélabres d'éclairage public en béton armé et
en béton précontraint. Il s'applique aux candélabres ne dépassant pas 20 m de haut, pour les luminaires
montés au sommet et aux candélabres à crosses ne dépassant pas 18 m de haut, pour les luminaires à
entrée latérale.
Le présent document spécifie :
a) les performances liées à l'exigence essentielle de résistance aux charges horizontales (dues au vent),
mesurées conformément à l'EN 40-3 ;
b) les performances en cas de choc d'un véhicule (sécurité passive) à l'appui de l'exigence essentielle n° 4,
Sécurité en service, mesurées conformément aux méthodes d'essai correspondantes comprises dans le
présent document ou disponibles dans d'autres Normes européennes.
Drogovi za razsvetljavo – 4. del: Zahteve za drogove za razsvetljavo iz armiranega in prednapetega betona
General Information
Relations
Standards Content (Sample)
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.
The manufacturer shall declare the test method used. NOTE A single test method will be adopted when the EN 40 series of product standards is revised. The number of impacts shall be five and shall be applied around the circumference at the mid height of the door. For circular columns these shall be equally spaced around the remaining circumference excluding the door. For octagonal columns these shall be on each of the adjacent faces excluding the door. After testing, no visible crack shall appear. The test shall validate those products with an outside diameter (or flat dimension) equal to or less than the diameter being tested, with the same wall thickness and material strength. For mechanical impact test, a type shall be defined by the shape, the dimensions and type of concrete/reinforcement of the section at mid door height. For sections other than circular or octagonal, the provisions defined above shall apply.
The manufacturer shall choose one of the three following methods. 12.2.2.2 Verification by calculation Verification by calculation shall be conducted in accordance with EN 13369:2004, 4.3.3.2 and EN 40-3-3 for each product family defined by the manufacturer.
The tested samples shall cover the range of design stress of the products’ sections for each product family defined by the manufacturer. When this calculation method is applied to other plants, with the same production conditions, complementary verification tests covering the stress range shall be performed on two sample columns of the yet untested production from each other plant. Type test result shall be considered positive when each individual test is positive. 12.2.2.4 Verification by testing Verification by testing shall be conducted in accordance with EN 13369:2004, 4.3.3.4 and EN 40.3.2. Two tests shall be performed (one on a product with approximately the maximum length, one with approximately the smallest length) for each product family defined by the manufacturer. Type test result shall be considered positive when each individual test is positive. 12.3 Sampling For random sampling the minimum number of articles from each lot to form the control sample shall conform to Table 1. A lot shall consist of columns with or without brackets of the same nominal height/projection, type and design strength. Table 1 — Control sample size related to lot size Number of articles in the lot Minimum number of articles in the control sample 1 to 3 1 4 to 500 3 501 to 1 200 5
12.4 Dimensional verification All dimensional parameters given in EN 40-2 and applicable to the lot shall be verified. These include: a) length/projection; b) cross-section – at each end and at all changes in cross-section; c) door opening; d) cable entry slot; e) planting depth; f) flange plate dimensions; g) base plate dimensions; h) lantern fixing diameter, length and angle. Tolerances shall be in accordance with EN 40-2:2004, Clause 5.
12.6 Material verification The material specification shall be verified by a manufacturer’s inspection in accordance with EN 10204. Records shall be in place to establish that the verified material(s) have been used in the articles in the lot.
12.7 Design verification Design shall be based on loads specified in accordance with EN 40-3-1, and shall be verified in accordance with Clause 6.
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