EN 612-2005 en Eaves gutters with bead stiffened fronts and rainwater pipes with seamed joints made of metal sheet《带凸缘加固前端的檐沟和金属薄板制接缝雨水管》.pdf

《EN 612-2005 en Eaves gutters with bead stiffened fronts and rainwater pipes with seamed joints made of metal sheet《带凸缘加固前端的檐沟和金属薄板制接缝雨水管》.pdf》由会员分享，可在线阅读，更多相关《EN 612-2005 en Eaves gutters with bead stiffened fronts and rainwater pipes with seamed joints made of metal sheet《带凸缘加固前端的檐沟和金属薄板制接缝雨水管》.pdf（18页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARDBS EN 612:2005Incorporating Corrigendum No. 1Eaves gutters with bead stiffened fronts and rainwater pipes with seamed joints made of metal sheetThe European Standard EN 612:2005 has the status of a British StandardICS 91.060.20g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37

2、g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 612:2005This British Standard, was published under the authority of the Standards Policy and Strategy Committee on 21 February 2005 BSI 23 January 2006

3、ISBN 0 580 45509 2National forewordThis British Standard is the official English language version of EN 612:2005. It supersedes BS EN 612:1996 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/542, Roofing and cladding products for discontinuous laying

4、, to Subcommittee B/542/8, Light transmitting plastics sheeting for roofing and cladding, which has the responsibility to:A list of organizations represented on this committee can be obtained on request to its secretary.Product certification. Users of this British Standard are advised to consider th

5、e desirability of third-party certification of product conformity. Enquiries regarding the availability of third-party certification schemes are forwarded by BSI to the Association of Certifiction Bodies. If a third-part certification scheme does not already exist, users should consider approaching

6、an appropriate body from the list of Association members.NOTE This British Standard does not represent gutters and rainwater pipes of the type referred to in BS 2997:1958 and BS 1091:1980 (currently declared obsolescent) or BS 460:2002.Cross-referencesThe British Standards which implement internatio

7、nal or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.This publication does not purport to

8、 include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any e

9、nquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK.Summary of pagesThis document comprises a front cover, an inside front cover, the EN title page, pages 2 to 15 and a back

10、 cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendments issued since publicationAmd. No. Date Comments16137 Corrigendum No. 123 January 2006 Revision of national forewordEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 612 February 2005 I

11、CS 91.060.20 Supersedes EN 612:1996 English version Eaves gutters with bead stiffened fronts and rainwater pipes with seamed joints made of metal sheet Gouttires pendantes ourlet et descentes deaux pluviales en mtal lamin Hngedachrinnen mit Aussteifung der Rinnenvorderseite und Regenrohre aus Metall

12、blech mit Nahtverbindungen This European Standard was approved by CEN on 13 January 2005. 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 li

13、sts and bibliographical references concerning such national standards 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 translation under the resp

14、onsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Irel

15、and, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-10

16、50 Brussels 2005 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 612:2005: EEN 612:2005 (E) 2 Contents Page Foreword3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 Shapes 6 4.1 Gutters 6 4.1.1 Comp

17、onents.6 4.1.2 General requirements on the main parts 7 4.2 Down-pipes.8 5 Classification9 5.1 Gutters 9 5.2 Down-pipes.10 6 Material requirements .10 6.1 Aluminium sheet11 6.2 Copper sheet11 6.3 Hot-dip metal coated steel sheet11 6.4 Metal plus organic coated steel sheet.11 6.5 Stainless steel shee

18、t .11 6.6 Zinc sheet .11 7 Dimensional requirements12 7.1 Gutters 12 7.1.1 Material thickness12 7.1.2 Tolerances 12 7.2 Down-pipes.13 7.2.1 Material thickness13 7.2.2 Tolerances 13 7.2.3 Joints 14 7.3 Accessories14 8 Factory production control.14 9 Designation 14 10 Marking .15 11 Labelling .15 EN 6

19、12:2005 (E) 3 Foreword This document (EN 612:2005) has been prepared by Technical Committee CEN/TC 128 “Roof covering products for discontinuous laying and products for wall cladding”, the secretariat of which is held by IBN. This European Standard shall be given the status of a national standard, e

20、ither by publication of an identical text or by endorsement, at the latest by August 2005, and conflicting national standards shall be withdrawn at the latest by August 2005. This document supersedes EN 612:1995. According to the CEN/CENELEC Internal Regulations, the national standards organizations

21、 of the following countries are bound to implement this European Standard: 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,

22、Spain, Sweden, Switzerland and United Kingdom. EN 612:2005 (E) 4 Introduction This document specifies product requirements, derived from performance requirements established for various applications and is supported by separate standards for specific and common test methods in the framework of respe

23、ctive material standards. The performance of a gutter and drainage system made with these products depends not only on the properties of the products as they are defined by this document. The design, construction and behaviour of the relevant parts of the building also have an effect on the performa

24、nce of the system. EN 612:2005 (E) 5 1 Scope This document specifies requirements for eaves gutters and rainwater down-pipes made from metal sheet. It establishes the general characteristics, designation system, classification, marking and quality requirements for the products. The document applies

25、to eaves gutters and external rainwater down-pipes that are supported by metal brackets and used to drain away rainwater. The shape and dimensions of a gutter are defined by the quantity of water to be drained away from the roof to the down-pipes and by architectural design requirements. The documen

26、t specifies the requirements for gutters and rainwater down-pipes which enable these products to meet all usual service conditions such as catching and draining away rainwater, melted snow or ice water from a building to a drainage system or a sewer outside the building. Requirements for fixings, su

27、pporting construction, flashings or the method of making joints between the different components are not included in this document. This document does not specify requirements for eaves gutters handmade on site. 2 Normative references The following referenced documents are indispensable for the appl

28、ication 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 988, Zinc and zinc alloys - Specification for rolled flat products for building EN 1172, Copper and copper allo

29、ys Sheet and strip for building purposes EN 1396, Aluminium and aluminium alloys - Coil coated sheet and strip for general applications - Specifications. EN 10088-1, Stainless steels - Part 1: List of stainless steels EN 10327, Continuously hot-dip coated strip and sheet of low carbon steels for col

30、d forming - Technical delivery conditions ENV 10169-2, Continuously organic coated (coil coated) steel flat products - Part 2: Products for building exterior applications EN 10326, Continuously hot-dip coated strip and sheet of structural steels - Technical delivery conditions EN 10327, Continuously

31、 hot-dip coated strip and sheet of low carbon steels for cold forming - Technical delivery conditions 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 eaves gutter gutter situated outside the building and supported by brackets EN 612:2005 (E)

32、6 3.2 down-pipe pipe fitted to a gutter to lead rainwater from the gutter to the drainage system or sewer 3.3 bead profile of partly circular or rectangular shape at the top of the front of a gutter 3.4 front part of the gutter fitted away from the building (see Figure 1) 3.5 bottom (sole) lower par

33、t of the gutter profile (see Figure 1) 3.6 back part of the gutter fitted adjacent to the building (see Figure 1) 3.7 water check small inward bend at the top edge of the back of a gutter 3.8 developed width original width of the piece of metal sheet from which the gutter or down-pipe is produced 3.

34、9 commercial length length of a gutter or a down-pipe which was produced in a factory 3.10 accessories all parts besides the gutter and the down-pipe which are necessary for the construction of a rainwater drainage 3.11 seam overlap overlap of material when a rainwater down-pipe is formed from a fla

35、t metal sheet (see Figure 3) 4 Shapes 4.1 Gutters 4.1.1 Components A gutter, formed from one piece of metal sheet, shall consist of the following four main parts: bead; front; bottom and back. EN 612:2005 (E) 7 Together, these parts form a trough-shape with an opening at the top to admit rainwater.

36、The most commonly used shapes are shown in Figure 1. The shape of the gutter is described by bead dimensions; height of the front; outside width of the bottom; height of the back; upper opening width and developed width. 4.1.2 General requirements on the main parts 4.1.2.1 Bead The bead has to fulfi

37、l two functions, a) to give stiffness to the gutter in both the horizontal and the vertical direction, b) to form a fixing point for the gutter brackets. The shape of the bead shall meet an agreed drawing within the tolerances given in 7.1.2. Three of the most widely used shapes of bead are shown in

38、 Figure 2. The diameter of the bead, dimension d in Figure 2, shall be not smaller than the corresponding value in Table 1. The load bearing capacity and stiffness of other beads shall be not less than that of a bead of a circular type, Figure 2, shape I, of the same material in both the horizontal

39、and the vertical direction. This shall be proved by calculation of the modulus of section. 4.1.2.2 Front The shape and dimensions of the front shall meet an agreed drawing within the tolerances given in 7.1.2. The vertical height of the front, dimension a in Figure 1, or the sum of bead diameter plu

40、s vertical height if the front, dimensions a + d in Figure 1 or Figure 2b, shall be not less than the corresponding value given in Table 1. 4.1.2.3 Bottom The shape and dimensions of the bottom are dependent upon the type of gutter. The shape and dimensions of the bottom, together with those of the

41、front and the back, control the upper opening width, dimension e of Figure 1. If the outside width of the bottom, dimension b of Figure 1, is defined, the tolerances given in 7.1.2 apply. 4.1.2.4 Back The shape and dimensions of the back shall meet an agreed drawing within the tolerances given in 7.

42、1.2. The vertical height of the back, dimension c of Figure 1, shall be greater than the vertical height of the front by not less than 6 mm when a water check is formed on the back, or 15 mm when there is no water check. EN 612:2005 (E) 8 4.2 Down-pipes The shape and dimensions of down-pipes are def

43、ined by the quantity of rainwater to be drained away and by architectural design requirements. Preferred shapes are circular and square. Other shapes shall be in accordance with an agreed drawing supplied by the purchaser. Key a front height b bottom width c back height d bead dimension (diameter or

44、 width) e upper opening width Figure 1 Examples of gutter types EN 612:2005 (E) 9 Key 2a) shape I circular f = max. 3 mm 2b) shape II circular with bead stiffener g 2c) shape III rectangularaaFor calculation purposes d can be taken equal d, with a maximum of 1/3 of the front height. For any other sh

45、apes, the provisions of defining the section for calculation given for shape I are to be applied accordingly. Figure 2 Shapes of bead Key 3a) overlap of soldered or brazed seam 3b) overlap of locked seam Figure 3 Examples of seam overlap 5 Classification 5.1 Gutters Gutters are classified as class X

46、 or class Y according to their bead diameter or equivalent modulus (see Table 1). If a product is identified as class X it will also comply with the requirements of class Y. EN 612:2005 (E) 10 Table 1 Gutters, bead dimension and front height Dimensions in millimetres bead dimension d front height su

47、m of bead diameter and front height class X class Y dimension a according toFigure 1 dimension a + d according to Figures 1 and 2 developed width w min. min. min. min. w 200 16 14 40 70 200 100 0,7 0,7 0,7 0,7 0,6 0,5 0,7 side of square or longer side of rectangle side 100 0,7 0,6 0,6 0,6 0,5 0,4 0,

48、65100 side 120 0,7 0,7 0,7 0,7 0,5 0,4 0,7 120 side 0,7 0,7 0,7 0,7 0,6 0,5 0,8 a Aluminium sheet according to 6.1. b Copper sheet according to 6.2. c Metal coated steel sheet according to 6.3 and metal plus organic coated steel sheet according to 6.4. d Stainless steel sheet according to 6.5. e Zin

49、c sheet according to 6.6. 7.2.2 Tolerances For the dimensions of the shape, the following tolerances apply: internal dimensions of the cross-section (diameter, side of square or longer side of rectangle): 1 mm. EN 612:2005 (E) 14 straightness: 2,5 mm/m maximum deviation, measured as the deviation from the centre line, commercial length: 100+mm. 7.2.3 Joints Each commercial length of down-pipe shall be so constructed that either the larger end (socket) shall be of sufficient size to accommodate the smaller end (spigot) of the a