1、ICS 77.140.70Wellbleche und Pfannenbleche, oberflchenveredelt Mae, Masse, statische WerteIn keeping with current practice in standards published by the International Organization for Standardization(ISO), a comma has been used throughout as the decimal marker.Ref. No. DIN 59231 : 2003-11English pric
2、e group 06 Sales No. 010606.04DEUTSCHE NORM November 2003 No part of this translation may be reproduced without the 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).Translatio
3、n by DIN-Sprachendienst.In case of doubt, the German-language original should be consulted as the authoritative text.Hot-dip metal coated corrugated and profiledsteel sheetsDimensions, mass and static parametersContinued on pages 2 to 5.SupersedesApril 1953 edition.59231ForewordThis standard has bee
4、n prepared by Technical Committee Manormen fr Flacherzeugnisse KaltewalzteFlacherzeugnisse of the Normenausschuss Eisen und Stahl (Steel and Iron Standards Committee).AmendmentsThis standard differs from the April 1953 edition in that specifications for material have been harmonized withthose of DIN
5、 EN 10326 and DIN EN 10327, and ENV 10169-2, those for tolerances have been harmonizedwith the specifications of DIN EN 10143, and the standard has been editorially revised.Previous editionDIN 59231: 1953-04.All dimensions are in millimetres.1 ScopeThis standard specifies dimensions and materials fo
6、r hot-dip metal coated corrugated sheets and profiledsheets for roof covering and decking, made from steel as specified in clause 5.Sheets as covered in this standard serve as wall cladding, for roller shutters, roof covering and for vault roofs.2 Normative referencesThis standard incorporates, by d
7、ated or undated reference, provisions from other publications. Thesenormative references are cited at the appropriate places in the text and the titles of the publications are listedbelow. For dated references, subsequent amendments to or revisions of any of these publications apply tothis standard
8、only when incorporated in it by amendment or revision. For undated references, the latestedition of the publication referred to applies.DIN EN 10143 Continuously hot-dip metal coated steel sheet and strip Tolerances on dimensions andshapeENV 10169-2 Continuously organic coated (coil coated) steel fl
9、at products Part 2: Products for buildingexterior applicationsDIN EN 10326 Continuously hot-dip coated structural steel strip and sheet Technical delivery condi-tions*)DIN EN 10327 Continuously hot-dip coated structural strip and sheet of low carbon steels for cold forming Technical delivery conditi
10、ons*)*) Currently at draft stage.Page 2DIN 59231 : 2003-113 Designation3.1 Corrugated sheetCorrugated sheets made from steel of grade S260GD (material number 1.0244), with a zinc coating mass of275 g/m2, normal finish (N), as-coated surface (A), chemically passivated (C), as specified in DIN EN 1032
11、6, witha thickness (including coating), s, of 0,63 mm, a sheet length, l, of 2 500 mm, a depth of corrugations, h, of18 mm and a pitch, b1, of 76 mm, shall be designated:Corrugated sheet DIN 59231 18 76 0,63 2 500Steel DIN EN 10326 S280GD + Z275-N-A-CorCorrugated sheet DIN 59231 18 76 0,63 2 500Stee
12、l DIN EN 10326 1.0244 + Z275-N-A-COverall width, b2Figure 1: Corrugated sheet (notation)3.2 Profiled sheetProfiled sheets made from steel of grade S260GD (material number 1.0244), with a zinc coating mass of275 g/m, normal finish (N), as-coated surface (A), chemically passivated (C), as specified in
13、 DIN EN 10326, witha thickness (including coating), s, of 0,63 mm, a sheet length, l, of 1 500 mm, shall be designated:Profiled sheet DIN 59231 0,63 1 500Steel DIN EN 10326 S280GD + Z275-N-A-CorProfiled sheet DIN 59231 0,63 1 500Steel DIN EN 10326 1.0244 + Z275-N-A-CFigure 2: Profiled sheet (notatio
14、n)4 Dimensions, tolerances, mass and static parameters4.1 Corrugated sheets4.1.1 Corrugated sheets shall have the dimensions, mass and static parameters specified in table 1.Overall width: 850 t 17Page 3DIN 59231 : 2003-11Table 1: Dimensions, tolerances, mass and static parameters for corrugated she
15、ets1,0 1,5 2,0 2,5 3,0 3,5 4,015 t 2 30 0,44 2000 630 7,0 1,26 7 6,95 2,05 1,93 0,85 0,48 0,30 0,22 0,16 0,120,50 2000 8 7,94 2,32 2,19 0,97 0,55 0,35 0,25 0,18 0,140,56 2500 9 8,75 2,59 2,44 1,09 0,61 0,39 0,27 0,20 0,150,63 10 9,92 2,90 2,73 1,22 0,69 0,44 0,30 0,23 0,170,75 12 11,8 3,43 3,23 1,43
16、 0,80 0,52 0,36 0,26 0,210,88 14 13,9 4,00 3,77 1,68 0,94 0,60 0,42 0,30 0,2420 t 2 40 0,50 2000 640 9,5 1,28 8 7,80 3,29 3,10 1,37 0,77 0,50 0,34 0,26 0,200,56 2500 9 8,78 3,67 3,45 1,54 0,86 0,55 0,38 0,28 0,220,63 10 9,76 4,12 3,88 1,73 0,97 0,62 0,43 0,31 0,250,75 12 11,7 4,88 4,59 2,04 1,15 0,7
17、4 0,51 0,37 0,280,88 14 13,7 5,69 5,36 2,38 1,34 0,85 0,60 0,44 0,3318 t 2 76 0,56 2000 836 23 1,67 9 6,70 2,68 2,52 1,12 0,63 0,40 0,28 0,21 0,160,63 2500 10 7,54 2,99 2,82 1,26 0,71 0,45 0,31 0,23 0,180,75 12 8,98 3,57 3,36 1,49 0,84 0,54 0,37 0,27 0,210,88 14 10,5 4,14 3,89 1,74 0,97 0,63 0,43 0,
18、31 0,251,00 2000 16 11,9 4,71 4,43 1,97 1,11 0,71 0,49 0,36 0,271,13 2500 18 13,5 5,25 4,94 2,20 1,24 0,79 0,55 0,40 0,301,25 3000 20 15,0 5,80 5,46 2,42 1,36 0,87 0,61 0,44 0,341,50 3500 24 18,0 6,93 6,52 2,90 1,63 1,04 0,73 0,53 0,4127 t 2 100 0,56 2000 800 27 1,60 9 7,00 4,18 3,93 1,75 0,98 0,63
19、0,44 0,32 0,250,63 2500 10 7,80 4,65 4,38 1,94 1,10 0,70 0,49 0,35 0,270,75 12 9,37 5,53 5,21 2,32 1,30 0,83 0,58 0,42 0,320,88 14 10,8 6,46 6,08 2,71 1,52 0,97 0,68 0,50 0,381,00 2000 16 12,5 7,35 6,93 3,08 1,73 1,11 0,77 0,57 0,431,13 2500 18 14,1 8,23 7,75 3,44 1,94 1,24 0,86 0,63 0,481,25 3000 2
20、0 15,6 9,07 8,54 3,80 2,14 1,36 0,95 0,70 0,531,50 3500 24 18,7 10,8 10,20 4,52 2,54 1,63 1,13 0,83 0,642,00 32 25,0 14,3 13,44 5,98 3,36 2,16 1,50 1,10 0,8430 t 2 135 0,63 2000 810 45 1,62 10 7,72 4,97 4,68 2,08 1,17 0,75 0,52 0,38 0,290,75 2500 12 9,25 5,99 5,64 2,51 1,41 0,90 0,63 0,46 0,350,88 1
21、4 10,9 7,00 6,59 2,93 1,65 1,06 0,74 0,54 0,411,00 2000 16 12,3 7,92 7,46 3,32 1,86 1,20 0,82 0,61 0,471,13 2500 18 13,9 8,86 8,35 3,71 2,09 1,33 0,93 0,68 0,521,25 3000 20 15,4 9,83 9,26 4,11 2,32 1,48 1,03 0,76 0,581,50 3500 24 18,5 11,7 10,99 4,90 2,76 1,77 1,23 0,90 0,692,00 32 24,6 15,5 14,62 6
22、,48 3,65 2,33 1,62 1,19 0,91(continued)Application h Limit deviations Pitch, b1Sheet thickness, s2)Sheet length, l2)Overall width, b21)Corrugation radius, r3)Area, in m2Approx. mass, in kg Sectional area, in cm2Section modulus, Jx, in cm3Depth ofcorruga-tions1)Area andmass forsheetswith l =2 000 mma
23、ndwidth b2Sectionalarea andsectionmodulus fora sheet withb2= 1000 mmMaximum permissible load per unit areafor plane sheets, in kPa,for a span, in m, ofProfiled sheetsSheets for roller shuttersPage 4DIN 59231 : 2003-11Table 1 (concluded)Application h Limit deviations Pitch, b1Sheet thickness, s2)Shee
24、t length, l2)Overall width, b21)Corrugation radius, r3)Area, in m2Approx. mass, in kg Sectional area, in cm2Section modulus, Jx, in cm3Depth ofcorruga-tions1)Area andmass forsheetswith l =2 000 mmandwidth b2Sectionalarea andsectionmodulus fora sheet withb2= 1000 mm1,0 1,5 2,0 2,5 3,0 3,5 4,045 t 2 1
25、50 0,75 2000 750 37 1,50 12 10,0 9,42 8,87 3,94 2,22 1,42 0,98 0,73 0,560,88 2500 14 11,7 11,1 10,50 4,65 2,61 1,67 1,16 0,85 0,661,00 2000 16 13,3 12,7 11,97 5,32 2,99 1,91 1,32 0,98 0,751,13 2500 18 15,0 14,2 13,34 5,94 3,35 2,14 1,48 1,09 0,831,25 3000 20 16,7 15,6 14,72 6,53 3,67 2,35 1,63 1,20
26、0,921,50 3500 24 20,0 18,6 17,56 7,79 4,38 2,81 1,94 1,43 1,102,00 32 26,6 25,0 23,54 10,50 5,89 3,77 2,62 1,92 1,4748 t 2 100 0,63 2000 600 24 1,20 10 9,55 11,8 11,09 4,93 2,78 1,78 1,24 0,90 0,700,75 2500 12 11,5 14,1 13,24 5,91 3,32 2,13 1,47 1,08 0,830,88 14 13,4 16,4 15,40 6,87 3,87 2,47 1,72 1
27、,27 0,961,00 2000 16 15,3 18,6 17,56 7,79 4,38 2,81 1,94 1,43 1,101,13 2500 18 17,2 20,9 19,72 8,75 4,92 3,15 2,19 1,61 1,231,25 3000 20 19,1 23,2 21,88 9,71 5,46 3,49 2,42 1,79 1,361,50 3500 24 23,0 27,7 26,09 11,58 6,52 4,17 2,89 2,13 1,632,00 32 30,6 36,5 34,34 15,30 8,59 5,50 3,82 2,81 2,1567 t
28、3 90 1,00 2000 450 21 0,90 16 20,6 31,2 29,43 13,05 7,35 4,70 3,27 2,40 1,831,13 2500 18 23,2 34,9 32,86 14,62 8,22 5,26 3,65 2,69 2,051,25 3000 20 25,7 38,7 36,49 16,19 9,11 5,83 4,05 2,97 2,281,50 3500 24 30,9 46,2 43,56 19,33 10,89 6,97 4,84 3,55 2,722,00 32 41,2 61,4 57,78 25,70 14,42 9,25 6,43
29、4,72 3,612,50 40 51,4 76,0 71,61 31,78 17,85 11,48 7,96 5,85 4,4788 t 3 100 1,00 2000 400 24 0,80 16 23,3 47,2 44,44 19,72 11,09 7,11 4,93 3,63 2,781,13 2500 18 26,2 52,8 49,74 22,07 12,46 7,96 5,52 4,06 3,111,25 3000 20 29,1 58,9 55,43 24,62 13,83 8,88 6,16 4,53 3,461,50 3500 24 34,9 70,5 66,41 29,
30、53 16,58 10,59 7,38 5,42 4,152,00 32 46,6 93,2 87,80 39,04 21,97 14,03 9,75 7,16 5,482,50 40 58,2 116 108,89 48,56 27,27 17,46 12,16 8,92 6,831) Limit deviations: t 1,5%.2) Tolerances as in DIN EN 10143.3) Limit deviations: t2,5 mm.Profiled sheetsRoof deckingMaximum permissible load per unit areafor
31、 plane sheets, in kPa,for a span, in m, ofPage 5DIN 59231 : 2003-114.1.2 Where profiled sheets are intended to be used for vault roofs, the sheets supplied may be curved, whichis subject to agreement. In this case, the dimensions shown in figure 3 are to be specified.Key to figure:G Overall widthB A
32、rc lengthS Chord lengthk RiseU Lap lengthR Radius of curvature t 10%Figure 3: Curved sheet for vault roofs (notation)4.2 Profiled sheetsProfiled sheets shall have the dimensions specified in table 2.Table 2: Dimensions, tolerances, mass and static parameters for profiled sheets5 MaterialSheets as sp
33、ecified in this standard should be made from steel as in DIN EN 10326, DIN EN 10327 orENV 10169-2.Sheet SheetApprox.Sectional Section,thickness, length,Area,mass,area, modulus,s1)l1)in m2in kgA, Jx,in cm2in cm30,50 0,75 1,00 1,25 1,50 1,75 2,000,63 10 7,35 2,74 10,30 4,59 2,58 1,65 1,15 0,84 0,650,7
34、5 12 8,82 3,31 12,46 5,54 3,12 1,99 1,38 1,02 0,770,88 14 10,3 3,81 14,32 6,38 3,59 2,30 1,60 1,17 0,891,00 16 11,7 4,40 16,58 7,37 4,14 2,65 1,84 1,35 1,041) Tolerances as in DIN EN 10143.Area and mass forsheets withl = 2 000 mm andoverall width500,750,1 000,1 250, 1,701 500,1 750,2 000,Sectional area andsection modulusfor a sheet ofwidth 1 000 mmMaximum permissible load per unit area,in kPa,for a span, in m, of
