1、June 2013 Translation by DIN-Sprachendienst.English price group 10No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 9
2、3.080.40!%0“2020413www.din.deDDIN EN 40-3-2Lighting columns Part 3-2: Design and verification Verification by testing;English version EN 40-3-2:2013,English translation of DIN EN 40-3-2:2013-06Lichtmaste Teil 3-2: Bemessung und Nachweis Nachweis durch Prfung;Englische Fassung EN 40-3-2:2013,Englisch
3、e bersetzung von DIN EN 40-3-2:2013-06Candlabres dclairage public Partie 3-2: Conception et vrification Vrification par essais;Version anglaise EN 40-3-2:2013,Traduction anglaise de DIN EN 40-3-2:2013-06SupersedesDIN EN 40-3-2:2002-10www.beuth.deDocument comprises 16 pagesIn case of doubt, the Germa
4、n-language original shall be considered authoritative.05.13 DIN EN 40-3-2:2013-06 2 A comma is used as the decimal marker. National foreword This document (EN 40-3-2:2013) has been prepared by Technical Committee CEN/TC 50 “Lighting columns and spigots” (Secretariat: AFNOR, France). The responsible
5、German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-10-29 AA Lichtmaste und Leuchtenansatzstutzen. Amendments This standard differs from DIN EN 40-3-2:2002-10 as follows: a) the foreword has been modi
6、fied, Part 7 has been included in the EN 40 standards series list; b) Clause 1 “Scope” has been extended and adjusted; c) Clause 2 “Normative references” has been updated; d) Clause 4 “Symbols” (including abbreviations) has been added; e) Clause 5 “Test loads” has been revised; f) Clause 6 “Acceptan
7、ce criteria” has been revised; g) the clauses have been renumbered; h) a Bibliography has been included; i) the standard has been editorially revised. Previous editions DIN EN 40-3-2: 2002-10 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 40-3-2 February 2013 ICS 93.080.40 Supersedes EN 40-3-2
8、:2000English Version Lighting columns - Part 3-2: Design and verification - Verification by testing Candlabres dclairage public - Partie 3-2: Conception et vrification - Vrification par essais Lichtmaste - Teil 3-2: Bemessung und Nachweis - Nachweis durch Prfung This European Standard was approved b
9、y CEN on 25 November 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national sta
10、ndards may be obtained on application to the CEN-CENELEC 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 translation under the responsibility of a CEN member into its own language and
11、notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary
12、, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management
13、Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 40-3-2:2013: EEN 40-3-2:2013 (E) 2 Contents Page Foreword . 3 1 Scope 4 2 Normative references . 4 3 Terms and definitions 4 4 Symbols 4
14、 5 Test loads . 5 6 Acceptance criteria 5 6.1 General . 5 6.2 Serviceability requirements . 5 6.3 Structural requirements . 5 6.4 Minimum ultimate requirement 5 6.5 Critical cross-sections . 6 6.6 Ultimate failure test (optional) . 7 7 Preparation for test 7 8 Application of forces 7 8.1 General . 7
15、 8.2 Serviceability requirements . 7 8.2.1 Vertical deflection 7 8.2.2 Horizontal deflection 7 8.3 Structural requirements . 8 8.4 Minimum ultimate load test . 8 8.5 Ultimate failure test (optional) . 8 9 Test report 8 10 Type test certificate 8 11 Permissible modifications to type tested columns 8
16、12 Fatigue requirements . 8 Annex A (normative) Lighting columns: Report on type testing as specified in EN 40-3-2:2013 9 Annex B (normative) Lighting columns: Certificate for the type test specified in EN 40-3-2:2013 . 12 Bibliography 14 DIN EN 40-3-2:2013-06 EN 40-3-2:2013 (E) 3 Foreword This docu
17、ment (EN 40-3-2:2013) has been prepared by Technical Committee CEN/TC 50 “Lighting columns and spigots”, the secretariat of which is held by AFNOR. 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
18、August 2013, and conflicting national standards shall be withdrawn at the latest by August 2013. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such pate
19、nt rights. This document supersedes EN 40-3-2:2000. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. There are seven parts to the series of standards EN 40 - Lighting columns, as follows: Part 1: Definitions and terms; P
20、art 2 : General requirements and dimensions; Part 3: Design and verification: Part 3-1: Specification for characteristic loads; Part 3-2: Verification by testing; Part 3-3: Verification by calculation; Part 4: Requirements for reinforced and prestressed concrete lighting columns, Part 5: Requirement
21、s for steel lighting columns; Part 6: Requirements for aluminium lighting columns; Part 7: Requirements for fibre reinforced polymer composite lighting columns. According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement t
22、his European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slova
23、kia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 40-3-2:2013-06 EN 40-3-2:2013 (E) 4 1 Scope This European Standard specifies the requirements for the verification of the design of steel, aluminium, concrete and fibre reinforced polymer composite lighting columns by t
24、esting. It gives type tests and so does not cover testing for quality control purposes. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m. Special structural designs to permit the attachment of signs, overhead wires, etc. are not covered by this European Sta
25、ndard. This European Standard includes a simplified method for testing steel and aluminium lighting columns. Refer to EN 40-4 for concrete lighting columns and to EN 40-7 for fibre reinforced polymer composite lighting columns. NOTE For a more detailed test procedure, refer to Annex D of EN 1990:200
26、2. The requirements for lighting columns made from materials other than concrete, steel, aluminium or fibre reinforced polymer composite (for example wood, plastic and cast iron) are not specifically covered in this European Standard. This European Standard includes performance requirements for hori
27、zontal loads due to wind. Passive safety and the behaviour of a lighting column under the impact of a vehicle are not addressed. Such lighting columns will have additional requirements (see EN 12767). 2 Normative references The following documents, in whole or in part, are normatively referenced in
28、this document and are indispensable for its application. 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 40-3-1:2013, Lighti
29、ng columns Part 3-1: Design and verification Specification for characteristic loads EN 40-3-3:2013, Lighting columns Part 3-3: Design and verification Verification by calculation EN 40-4, Lighting columns Part 4: Requirements for reinforced and prestressed concrete lighting columns EN 40-7, Lighting
30、 columns Part 7: Requirements for fibre reinforced polymer composite lighting columns 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 40-1:1991 apply. 4 Symbols The following symbols are used in this European Standard. The definitions are abbreviated,
31、 the full definitions being given in the text. a Overall door opening length b Overall door opening width c Dimension from ground level to bottom of door opening fyCharacteristic strength of material for design fyTActual strength of test sample material as tested DIN EN 40-3-2:2013-06 EN 40-3-2:2013
32、 (E) 5 h Nominal height of column w Bracket projection I Design value of second moment of area ITActual second moment of area of test sample as measured fPartial safety factor for loads from EN 40-3-3:2013, Table1 tTest factor given in 6.4 as equal to fuMinimum ultimate load factor given in 6.4 5 Te
33、st loads The serviceability and structural test loads for the verification test are the characteristic dead and wind loads specified in EN 40-3-1:2013, Clauses 5 and 6. 6 Acceptance criteria 6.1 General If the following serviceability and structural requirements (see 6.2 and 6.3) are satisfied, the
34、lighting column shall be deemed to have successfully passed the test and the design for that type of lighting column shall be verified. 6.2 Serviceability requirements Serviceability requirements are as follows: a) The vertical deflection of the luminaire connection caused by the vertical forces cor
35、responding to the test load shall not exceed the value of 0,025 w (see EN 40-3-3:2013, 6.5.1). b) The temporary horizontal deflection of the luminaire connection caused during the load test by the incremental load due to the horizontal forces corresponding to the test load shall not exceed the value
36、 given in EN 40-3-3:2013, Table 4. 6.3 Structural requirements Structural requirements are as follows: a) For steel and aluminium lighting columns the residual deflection after removal of the test load shall be no greater than 10 % of the deflection caused by the test load. b) For concrete lighting
37、columns the residual deflection after removal of the test load shall be no greater than 20 % of the deflection caused by the test load. c) For fibre reinforced polymer composite lighting columns the residual deflection after removal of the test load shall be no greater than 5 % of the deflection cau
38、sed by the test load. 6.4 Minimum ultimate requirement The minimum ultimate load achieved shall be not less than the test load multiplied by the factor uand shall be the greatest value obtained for the cross-sections listed in 6.5. The factor ushall be obtained from the following formula: DIN EN 40-
39、3-2:2013-06 EN 40-3-2:2013 (E) 6 IIffTyyTt.u = (1) where fy is the characteristic strength of the material fyTis the actual strength of material in the lighting column I is the specified inertia ITis the inertia of the test lighting column tis the test factor, equal tofpartial safety factor for wind
40、 loads given in EN 40-3-3:2013, 5.4 and Table 1. The ratios shall not be included if less than 1. Where more than one material, or batch of material, is used in construction of the test lighting column, the highest ratio shall be adopted. For metal lighting columns fyTshall be taken as either the yi
41、eld stress or if a yield phenomenon is not present, the 0,2 % proof stress non proportional extension shall be used. For concrete lighting columns fyTshall be as defined in EN 40-4 and shall be determined from test pieces cast at the same time and from the same batch as the test lighting column. For
42、 fibre reinforced polymer composite lighting columns fyTshall be as defined in EN 40-7 and shall be determined from appropriate testing of a significant batch of columns. 6.5 Critical cross-sections The adequacy of the strength of the lighting column under test shall be checked at the following cros
43、s sections: a) the point at which the lighting column is fixed (normally at ground level); b) the lower edge of the door opening. If the positions of the door and brackets can be changed relative to each other and are not specified, the lower edge of the door opening should be calculated about its w
44、eakest axis. If two or more door openings are provided, the strength at each opening shall be verified; c) in addition to b) for tapered columns the top of the door opening. If two or more door openings are provided the strength at each opening shall be verified; d) the point at which the bracket be
45、gins if the lighting column and bracket are in one piece, or the point at which the bracket is attached if the bracket is detachable and check the junction between the bracket arm and the column; e) transition from one diameter to another or change in material thickness; f) anti-rotation device betw
46、een the column and bracket arm, if such a device is present and intended to transfer torsional forces between the bracket arm and the column; g) any other critical position. DIN EN 40-3-2:2013-06 EN 40-3-2:2013 (E) 7 6.6 Ultimate failure test (optional) After completion of the minimum ultimate load
47、test in 6.4 the lighting column may, at the discretion of the manufacturer, be taken to ultimate failure. Where this is done, the result shall be recorded. 7 Preparation for test The lighting column tested shall be representative of the production batch being assessed. The lighting column shall be t
48、ested in either a horizontal or vertical position. When tested in the horizontal position, the dead loads resulting from testing in this position shall be taken into account, or be compensated for by appropriate supports. During the test, the lighting column shall be rigidly secured over its plantin
49、g depth. The upper support point shall coincide with the intended ground level. Lighting columns with flange plates shall be bolted to a rigid plate using bolts of the same size as specified for use in final erection of the lighting column. The position of the door relative to the direction of the horizontal loading shall be in the most onerous position allowed in design and the position shall be stated. Where a bracket is used, the position of the bracket projection relative to the position of the door shall be state
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