1、 DEUTSCHE NORMJune 2006DIN EN 40-4 ICS 91.100.30; 93.080.40 See start of validity Lighting columns Part 4: Requirements for reinforced and prestressed concrete lighting columns English version of DIN EN 40-4:2006-06 Lichtmaste Teil 4: Anforderungen an Lichtmaste aus Stahl- und Spannbeton Englische F
2、assung DIN EN 40-4:2006-06 Document comprises 30 pages No part of this standard may be reproduced without prior permission of DIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany, has the exclusive right of sale for German Standards (DIN-Normen). English price gr
3、oup 12 www.din.de www.beuth.de !,o-H“11.06 9761037DIN EN 40-4:2006-06 2 Start of validity This standard is presumably valid from 1 September 2006. It should be noted that, in Germany, CE conformity marking of construction products will be permitted once this standard has been listed in the Bundesanz
4、eiger (German Federal Law Gazette). National foreword This standard has been prepared by CEN/TC 50 Lighting columns and spigots (Secretariat: United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee)
5、, Technical Committee NA 005-08-28 AA Lichtmaste und Leuchten-ansatzstutzen. This standard supersedes EN 40-4:1982. It should, however, be noted that the specifications of EN 40-4:1982 are covered by Parts 5 and 6 of the EN 40 series. It is currently being checked by CEN whether EN 40-9 should also
6、be superseded by this standard and withdrawn. EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 40-4December 2005ICS 93.080.40 Supersedes EN 40-4:1982 English VersionLighting columns - Part 4: Requirements for reinforced andprestressed concrete lighting columnsCandlabres dclairage public - Partie 4:
7、 Prescriptionspour les candlabres dclairage public en bton arm eten bton prcontraintLichtmaste - 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 s
8、tipulate 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 e
9、xists 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 bod
10、ies 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 S
11、TANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2005 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 40-4:2005: EEN 40-4:2005 (E) 2 Contents Page Forewo
12、rd. 3 1 Scope 5 2 Normative references . 5 3 Terms and definitions. 5 4 Materials. 6 5 Geometrical properties. 6 6 Design and design verification 6 7 Construction and properties 7 8 Protection against mechanical impact . 8 9 Apertures and cable ways 9 10 Marking and labelling . 9 11 Technical docume
13、ntation. 9 12 Conformity control 10 Table 1 Control sample size related to lot size 11 Figure 1 Steel gauge for verifying straightness. 12 13 Test parameters 13 14 Performance under vehicle impact passive safety 13 Annex A (normative) Concrete cover 14 Table A.1 Minimum concrete cover . 14 Annex B (
14、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 Constr
15、uction 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 M
16、ethod 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 EN 40-4:2005 (E) 3 Foreword This document (EN 40-4:2005) has
17、 been prepared by Technical Committee CEN/TC 50 “Lighting columns and spigots”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2006, and conflicting
18、national standards shall be withdrawn at the latest by August 2007. This document supersedes EN 40-4:1982. This document has been prepared under Mandate M/111 “Circulation fixtures” given to CEN by the European Commission and the European Free Trade Association and supports essential requirements of
19、 the EU Directive 89/106/EEC. For relationship with EU Directive 89/106/EEC see informative Annex ZA, which is an integral part of this document. For common aspects reference is made to EN 13369:2004, Common rules for precast products, from which also the relevant requirements of the EN 206-1:2000,
20、Concrete Part 1: Specification, performances, production and conformity are taken. The references to EN 13369:2004 by precast concrete product standards are intended to make them homogeneous and to avoid repetitions of similar requirements. This document defines in Annex ZA the application methods o
21、f CE marking to products designed using the relevant Eurocodes (normally EN 1992-1-1:2004 and EN 1992-1-2). Where, in default of applicability conditions of Eurocodes to the works of destination, design provisions other than Eurocodes are used for mechanical strength and/or fire resistance, the cond
22、itions to affix CE marking to the product are described in ZA.3.5. This document is the fourth in a series relating to specifications for “Lighting columns”. At present the Parts of this standard are as follows: Part 1: Definitions and terms Part 2: General requirements and dimensions Part 3: Design
23、 and verification 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
24、: Requirements for fibre reinforced polymer composite lighting columns EN 40-4:2005 (E) 4 According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmar
25、k, 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. EN 40-4:2005 (E) 5 1 Scope This document specifies requirements for reinforc
26、ed 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 document specifies: a) performance related to the essential requirement of resistance to horizontal (w
27、ind) 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 Norma
28、tive 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 Pa
29、rt 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,
30、 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
31、 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 (I
32、K 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) EN 40-4:2005 (E) 6 3.
33、2 product family number of lighting columns, for the purposes of testing and/or calculation (including ITT and FPC testing), where the manufacturer can demonstrate that the results for a characteristic from any one product in the family are representative for all other lighting columns within that s
34、ame family. A product may be in different families for different characteristics. NOTE At the plenary meeting of CEN/TC 50 on 5thOctober 2004 the above definition of product family was agreed. It was also agreed that it should be added to EN 40-1 on next revision. As it is not in the current version
35、 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 toler
36、ances 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 spe
37、cified 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
38、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 purchasers specific design It may be assumed by t
39、he manufacturer that where he is requested to produce the lighting column following the provisions of the clients specific design details supplied by the purchaser, such provisions are compliant with requirements for regulatory marking in the place of intended destination. EN 40-4:2005 (E) 7 7 Const
40、ruction and properties 7.1 Concrete The production of concrete shall conform to EN 13369:2004, 4.2. The concrete used for reinforced concrete columns must conform to compressive strength class C 30/37 or higher in accordance with EN 206-1. The concrete used for prestressed concrete lighting columns
41、shall conform to compressive strength class C 35/45 or higher. 7.2 Surface characteristics When determined in accordance with 13.2.1, the surface of the column shall be free from damage that may adversely affect its structural integrity or reduce its durability. In the absence of regulatory requirem
42、ents or specifications to the contrary, blemishes or surface irregularities are admissible, but shall be limited to: a) diameter 25 mm; b) depth 5 mm providing the cover is not reduced below the minimum values specified in 7.3. The maximum crack width caused by shrinkage or temperature in the cement
43、 rich layer shall not exceed 0,2 mm. The finishing of the surface shall be considered acceptable providing that the requirements of this document are not adversely affected. 7.3 Durability and cover to reinforcement The requirements for durability shall be in accordance with EN 13369:2004, 4.3.7. Fo
44、r products with a design working life not exceeding 30 years, Annex A shall apply. 7.4 Dangerous substances Materials used in products shall not release any dangerous substances in excess of the maximum permitted levels specified in a relevant European Standard for the material. NOTE Attention is dr
45、awn to the maximum permitted levels of dangerous substances as governed by national regulations of the Member State of destination. 7.5 Detailing 7.5.1 Spacing of bars Where verified by testing in accordance with EN 40-3-2, the minimum space between individual bars and/or external parts of bundles o
46、f reinforcing material shall be at least: a) with respect to casting: the maximum aggregate size; b) with respect to anchoring and bonding: 1) 2/3 of the relevant equivalent diameter of reinforcing material (for reinforcing material); EN 40-4:2005 (E) 8 2) the nominal diameter of tendons with a mini
47、mum of 8 mm (for prestressing material). The above rules shall not apply to splices. 7.5.2 Transverse reinforcement 7.5.2.1 Reinforced concrete columns (for spun concrete see 7.5.2.3) The maximum pitch of spirals or spacing of link shall result either from the design or from type tests. In particula
48、r, when load-bearing capacity of the column is verified by testing in accordance with EN 40-3-2, the maximum distance between transverse reinforcements units shall be according to the results, with a maximum of 1,50 m. 7.5.2.2 Prestressed concrete columns (for spun concrete see 7.5.2.3) Where verifi
49、ed by tests defined in EN 40-3-2, transverse reinforcement shall not be necessary. 7.5.2.3 Reinforced or prestressed spun concrete columns The minimum transverse reinforcement ratio shall be: a) for column diameters at the foot equal to or greater than 800 mm, 0,15 % of the longitudinal concrete section; b) for column diameters at the foot less than 400 mm, 0,05 % of the longitudinal concrete section; c) for column diameters at the foot equal to or less than 800 mm and greater than 400 mm by linear in
