1、 S e p t e m b e r 2 0 1 6 E n g l i s h p r i c e g r o u p 1 0 N o p a r t o f t h i s t r a n s l a t i o n m a y b e r e p r o d u c e d w i t h o u t p r i o r p e r m i s s i o n o f D I N D e u t s c h e s I n s t i t u t f r N o r m u n g e . V . , B e r l i n . B e u t h V e r l a g G m b H
2、 , 1 0 7 7 2 B e r l i n , G e r m a n y ,h a s t h e e x c l u s i v e r i g h t o f s a l e f o r G e r m a n S t a n d a r d s ( D I N - N o r m e n ) .I C S 9 1 . 0 1 0 . 2 0 ; 9 1 . 1 8 0!%sb“2568063www.din.deD I N 1 8 3 3 9G e r m a n c o n s t r u c t i o n c o n t r a c t p r o c e d u r e s
3、 ( V O B ) P a r t C : G e n e r a l t e c h n i c a l s p e c i f i c a t i o n s i n c o n s t r u c t i o n c o n t r a c t s ( A T V ) S h e e t m e t a l r o o f i n g a n d w a l l c o v e r i n g w o r k ,E n g l i s h t r a n s l a t i o n o f D I N 1 8 3 3 9 : 2 0 1 6 - 0 9V O B V e r g a b
4、 e - u n d V e r t r a g s o r d n u n g f r B a u l e i s t u n g e n T e i l C : A l l g e m e i n e T e c h n i s c h e V e r t r a g s b e d i n g u n g e n f r B a u l e i s t u n g e n ( A T V ) Klempnerarbeiten,E n g l i s c h e b e r s e t z u n g v o n D I N 1 8 3 3 9 : 2 0 1 6 - 0 9C a h i
5、 e r d e s c h a r g e s a l l e m a n d p o u r d e s t r a v a u x d e b t i m e n t ( V O B ) P a r t i e C : C l a u s e s t e c h n i q u e s g n r a l e s p o u r l e x c u t i o n d e s t r a v a u x d e b t i m e n t ( A T V ) T r a v a u x d e f e r b l a n t i e r ,T r a d u c t i o n a n
6、g l a i s e d e D I N 1 8 3 3 9 : 2 0 1 6 - 0 9SupersedesD I N 1 8 3 3 9 : 2 0 1 2 - 0 9www.beuth.deD o c u m e n t c o m p r i s e s 2 8 p a g e sDT r a n s l a t i o n b y D I N - S p r a c h e n d i e n s t .I n c a s e o f d o u b t , t h e G e r m a n - l a n g u a g e o r i g i n a l s h a l l
7、 b e c o n s i d e r e d a u t h o r i t a t i v e .01.17 DIN 18339:2016-09 2 A comma is used as the decimal marker. Foreword This standard has been prepared by the Deutscher Vergabe- und Vertragsausschuss fr Bauleistungen (DVA) (German Committee for Construction Contract Procedures). Amendments Thi
8、s document differs from DIN 18339:2012-09 as follows: a) the document has been technically revised to reflect developments in the construction sector; b) the references to VOB/A have been updated; c) the normative references have been updated as of 2016-04. Previous editions DIN 1972: 1925-08 DIN 18
9、339: 1955-07, 1958-12, 1974-08, 1979-10, 1984-09, 1988-09, 1992-12, 1996-06, 1998-05, 2000-12, 2002-12, 2010-04, 2012-09 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, onl
10、y the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. DIN 1960, German construction contract procedures (VOB) Part A: General provisions relating to the award of construction contracts DIN 1961, German construction cont
11、ract procedures (VOB) Part B: General conditions of contract relating to the execution of construction work DIN 17611, Anodized products of wrought aluminium and wrought aluminium alloys Technical conditions of delivery DIN 17640-1, Lead alloys for general purposes DIN 18202, Tolerances in building
12、construction Buildings DIN 18299, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) General rules applying to all types of construction work DIN 18338, German construction contract procedures (VOB) Part C: General technical specifi
13、cations in construction contracts (ATV) Roofing work DIN 18351, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Work on back-ventilated curtain walling DIN 18360, German construction contract procedures (VOB) Part C: General tech
14、nical specifications in construction contracts (ATV) Metalwork DIN 18339:2016-09 3 DIN 18421, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Insulation of service installations DIN 18516-1, Cladding for external walls, ventilate
15、d at rear Part 1: Requirements, principles of testing DIN 20000-6, Application of building products in structures Part 6: Dowel-type fasteners and connectors according to DIN EN 14592 and DIN EN 14545 DIN 59610, Lead and lead alloys Rolled lead sheet for general purposes DIN EN 485-1, Aluminium and
16、aluminium alloys Sheet, strip and plate Part 1: Technical conditions for inspection and delivery DIN EN 485-2, Aluminium and aluminium alloys Sheet, strip and plate Part 2 Mechanical properties DIN EN 485-4, Aluminium and aluminium alloys Sheet, strip and plate Part 4: Tolerances on shape and dimens
17、ions for cold-rolled products DIN EN 573-3, Aluminium and aluminium alloys Chemical composition and form of wrought products Part 3: Chemical composition and form of products DIN EN 607, Eaves gutters and fittings made of PVC-U Definitions, requirements and testing DIN EN 612, Eaves gutters with bea
18、d stiffened fronts and rainwater pipes with seamed joints made of metal sheet DIN EN 754-1, Aluminium and aluminium alloys Cold drawn rod/bar and tube Part 1: Technical conditions for inspection and delivery DIN EN 754-2, Aluminium and aluminium alloys Cold drawn rod/bar and tube Part 2: Mechanical
19、properties DIN EN 755-1, Aluminium and aluminium alloys Extruded rod/bar, tube and profiles Part 1: Technical conditions for inspection and delivery DIN EN 755-2, Aluminium and aluminium alloys Extruded rod/bar, tube and profiles Part 2: Mechanical properties DIN EN 988, Zinc and zinc alloys Specifi
20、cation for rolled flat products for building DIN EN 1045, Brazing Fluxes for brazing Classification and technical delivery conditions DIN EN 1462, Brackets for eaves gutters Requirements and testing DIN EN 1652, Copper and copper alloys Plate, sheet, strip and circles for general purposes DIN EN 199
21、1-1-4, Eurocode 1: Actions on structures Part 1-4: General actions Wind actions DIN EN 1991-1-1/NA, National Annex Nationally determined parameters Eurocode 1: Actions on structures Part 1-4: General actions Wind actions DIN EN 10028-7, Flat products made of steels for pressure purposes Part 7: Stai
22、nless steel DIN EN 10088-2, Stainless steels Part 2: Technical delivery conditions for sheet/plate and strip of corrosion resisting steels for general purposes DIN 18339:2016-09 4 DIN EN 10143, Continuously hot-dip metal coated steel sheet and strip Tolerances on dimensions and shape DIN EN 10346, C
23、ontinuously hot-dip coated steel flat products for cold forming Technical delivery conditions DIN EN 12548, Lead and lead alloys Lead alloy ingots for electric cable sheathing and for sleeves DIN EN 29454-1, Soft soldering fluxes Classification and requirements Part 1: Classification, labelling and
24、packaging DIN EN ISO 1461, Hot-dip galvanized coatings on fabricated iron and steel articles Specifications and test methods DIN EN ISO 3506 (all parts), Mechanical properties of corrosion-resistant stainless steel fasteners DIN EN ISO 3581, Welding consumables Covered electrodes for manual metal ar
25、c welding of stainless and heat-resisting steels Classification DIN EN ISO 9445-1, Continuously cold-rolled stainless steel Tolerances on dimensions and form Part 1: Narrow strip and cut lengths DIN EN ISO 9445-2, Continuously cold-rolled stainless steel Tolerances on dimensions and form Part 2: Wid
26、e strip and plate/sheet DIN EN ISO 9453, Soft solder alloys Chemical compositions and forms DIN EN ISO 17672, Brazing Filler metals DIN EN ISO 18273, Welding consumables Wire electrodes, wires and rods for welding of aluminium and aluminium alloys ClassificationDIN 18339:2016-09 5 Contents Page 0 De
27、tails required for drafting the specification of works . 5 1 Scope 8 2 Materials and components . 9 3 Execution of work 10 4 Associated tasks and special tasks 25 5 Settlement of accounts 27 0 Details required for drafting the specification of works The following information supplements the general
28、information specified in DIN 18299, clause 0. Without this information, a specification of works as required in 7 ff., 7 EU ff. or 7 VS ff. of VOB/A (DIN 1960) cannot be properly drawn up. This information does not form part of the contract. The specification of works shall, in particular, include t
29、he following information as and when applicable. 0.1 Site information Wind zone. 0.2 Details of execution of work 0.2.1 Type, condition and strength of the background. 0.2.2 Design of connections to/junctions with structures. 0.2.3 Type and number of required samples, sample surfaces and mock-up pie
30、ces. 0.2.4 Permissible loading of roof surface or loadbearing construction. 0.2.5 Measures to be taken to counteract wind lift on roofs or claddings by using mechanical fasteners or weighting the supporting structure. DIN 18339:2016-09 6 0.2.6 Roof pitch and shape. 0.2.7 Dormers, bay windows, conver
31、ted lofts, curved sections or small sections, etc. 0.2.8 Number, type and design of any penetrations in roofing, of rooflights and domes. 0.2.9 Any chimneys to be covered with sheet metal. 0.2.10 Any existing saddles for directing water flow, positioned above penetrations. 0.2.11 Type and location o
32、f roof drainage. 0.2.12 Developed width or nominal size of gutters. Number, type and dimensions of gutter brackets and rainwater downpipes, eaves flashings and the like with their developed width (maximum developed width where necessary) and material thickness, etc. 0.2.13 Types and design of anchor
33、age points, ladder hooks, snow retention systems or water deflectors to be fitted. 0.2.14 Any existing changes in pitch of the roof decking. 0.2.15 Any exceptional mechanical, chemical or thermal conditions to which materials and components will be exposed after installation. 0.2.16 Any provisional
34、measures to protect against storm damage. 0.2.17 Any requirements relating to fire protection, sound insulation, thermal insulation, damp-proofing and ventilation. 0.2.18 Type and thickness of any insulating layers. 0.2.19 Type, extent and design of back ventilation and coverings of vents. 0.2.20 Su
35、rface design and sectionalizing of surfaces, design of joints, texture, colour, surface treatment. Any special laying method. 0.2.21 Any joints to be sealed and covered. 0.2.22 Types, materials and dimensions of elements to be used for roof covering, and method of fixing them. 0.2.23 Type of claddin
36、g and material, sizes of components and method of fixing them (e.g. exposed or concealed). 0.2.24 Type and form of underlays. 0.2.25 Type of corrosion protection and type and colour of surface protection or coating. 0.2.26 Type of structural and chemical wood protection. 0.2.27 Any supplementary cor
37、rosion protection to be provided. 0.2.28 Effective sheet widths and centre-to-centre spacing. DIN 18339:2016-09 7 0.2.29 Any layout or installation drawings to be supplied by the contractor. 0.2.30 Fixings in the case of special roof shapes or in wind zone 4. 0.2.31 Type and design of supporting str
38、ucture and means of attachment used. 0.2.32 Type and number of dowels, fillets, fascia boards and the like already available on site for fixing purposes. 0.2.33 Type and design of roofing/wall junctions. 0.2.34 Expansion compensating elements, according to type or design and number. 0.2.35 Type and
39、design of temporary coverings or flashings and their removal. 0.2.36 Any special protection of the roofing works (e.g. wrapping, covering or edge protection). 0.3 Details not included in the specifications of this standard 0.3.1 If specifications are to be made that are not included in the specifica
40、tions of this standard, they shall be described separately and clearly in the specification of works. 0.3.2 Such specifications may be of particular relevance in: subclause 3.1.5, if the maximum effective sheet width according to Table 1, line 4 is to be exceeded, e.g. using special sliding clips (e
41、.g. long sliding clips), subclause 3.1.8, if specifications require that a junction is to be located below the minimum height (e.g. for exits to terraces, disabled accessibility), subclause 3.2.1, if seam-welded roofing is to be weighted against wind suction, subclause 3.2.4, if the geometry of the
42、roof requires a different type of welting, subclause 3.2.10, if the cross seams of roofs with a pitch 3 30) Fup 400 350 330 290 250 220 210 180 180 160 150 130 150 130 130 4,9 4,9 4,9 4,9 7,6 7,6 7,6 7,6 10,7 10,7 10,7 10,7 12,7 12,7 12,7 F 500 500 500 460 490 430 410 350 350 310 290 250 290 260 250
43、 3,8 3,4 3,2 3,0 3,9 3,9 3,9 3,9 5,5 5,5 5,5 5,5 6,6 6,6 6,6 G 470 420 400 340 370 320 310 260 260 230 220 190 220 190 180 4,1 4,1 4,1 4,1 5,3 5,3 5,3 5,3 7,4 7,4 7,4 7,4 8,8 8,8 8,8 H 500 500 500 500 500 500 500 440 440 380 370 310 370 320 310 3,8 3,4 3,2 2,8 3,8 3,4 3,2 3,2 4,4 4,4 4,4 4,4 5,3 5,3
44、 5,3 J 500 500 500 500 500 500 470 410 400 350 340 290 340 300 280 3,8 3,4 3,2 2,8 3,8 3,4 3,4 3,4 4,8 4,8 4,8 4,8 5,7 5,7 5,7 DIN 18339:2016-09 18 Table 5 Metal roofing: spacing (in mm) and number (in 1/m2) of clips as a function of the effective sheet width and building height for flat, monopitch,
45、 duopitch and hipped roofs in wind zone 2 Wind zone 2 Building height h Up to 10 m Over 10 up to 20 m Over 20 up to 50 m Over 50 up to 100 m Effective sheet width mm 520 590 620 720 520 590 620 720 520 590 620 720 520 590 620 Roof ( 30) Fup270 240 220 190 210 180 170 150 150 130 120 110 120 110 100
46、7,2 7,2 7,2 7,2 9,4 9,4 9,4 9,4 13,1 13,1 13,1 13,1 15,6 15,6 15,6 F 310 270 260 220 240 210 200 170 170 150 140 120 140 130 120 6,2 6,2 6,2 6,2 8,1 8,1 8,1 8,1 11,3 11,3 11,3 11,3 13,4 13,4 13,4 G 390 340 330 280 300 260 250 220 210 190 180 150 180 160 150 5,0 5,0 5,0 5,0 6,5 6,5 6,5 6,5 9,0 9,0 9,
47、0 9,0 10,7 10,7 10,7 H 500 500 500 470 500 440 420 360 360 310 300 260 300 260 250 3,8 3,4 3,2 3,0 3,9 3,9 3,9 3,9 5,4 5,4 5,4 5,4 6,4 6,4 6,4 J 500 460 430 370 400 350 330 290 280 250 240 210 240 210 200 3,8 3,7 3,7 3,7 4,8 4,8 4,8 4,8 6,8 6,8 6,8 6,8 8,0 8,0 8,0 Roof ( 30) Fup320 290 270 230 210 1
48、80 170 150 150 130 120 110 120 110 100 5,9 5,9 5,9 5,9 9,4 9,4 9,4 9,4 13,1 13,1 13,1 13,1 15,6 15,6 15,6 F 500 460 430 370 400 350 330 290 280 250 240 210 240 210 200 3,8 3,7 3,7 3,7 4,8 4,8 4,8 4,8 6,8 6,8 6,8 6,8 8,0 8,0 8,0 G 390 340 330 280 300 260 250 220 210 190 180 150 180 160 150 5,0 5,0 5,0 5,0 6,5 6,5 6,5 6,5 9,0 9,0 9,0 9,0 10,7 10,7 10,7 H 500 500 500 470 500 440 420 360 360 310 300 260 300 260 250 3,8 3,4 3,2 3,0 3,9 3,9 3,9 3,9 5,4 5,4 5,4 5,4 6,4 6,4 6,4 J 500 500 500 430 460 400 380 330 330 290 280 240 280 2
