DIN 18336-2016 German construction contract procedures (VOB) - Part C General technical specifications in construction contracts (ATV) - Waterproofing《德国建筑包工合同条例(VOB) 第C部分 建筑合同(ATV.pdf

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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 6 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 0 0 . 5 0!%t-“2568110www.din.deD I N 1 8 3 3 6G 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

3、 e s ( 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 ) Waterproofing,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 6 : 2 0 1 6 - 0 9V O B V e r g a b 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

4、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 ) Abdichtungsarbeiten,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 6 : 2 0 1 6 - 0 9C a h i 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

5、 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 t a n c h i t ,T r a d u c t i o n a n g l a i s e d e D I N 1 8 3 3 6 : 2 0 1 6 - 0 9SupersedesD I N

6、 1 8 3 3 6 : 2 0 1 2 - 0 9www.beuth.deDocument comprises 16 pagesDT 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 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 .12.16 DIN 18336:2016-09 2 A co

7、mma is used as the decimal marker. Foreword This document has been prepared by the Deutscher Vergabe- und Vertragsausschuss fr Bauleistungen (DVA) (German Committee for Construction Contract Procedures). Amendments This document differs from DIN 18336:2012-09 as follows: a) the document has been edi

8、torially revised; b) the references to VOB/A have been updated; c) the normative references have been updated as of 2016-04. Previous editions DIN 18336: 1965-10, 1979-10, 1988-09, 1992-12, 1996-06, 2000-12, 2002-12, 2010-04, 2012-09 Normative references The following documents, in whole or in part,

9、 are normatively referenced in 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. DIN 1960, German construction contract procedures (V

10、OB) Part A: General provisions relating to the award of construction contracts DIN 1961, German construction contract procedures (VOB) Part B: General conditions of contract relating to the execution of construction work DIN 18195 (all parts), Water-proofing of buildings DIN 18195-2:2009-04, Water-p

11、roofing of buildings Part 2: Materials DIN 18195-3:2011-12, Water-proofing of buildings Part 3: Requirements of the ground and working properties of materials DIN 18195-10, Water-proofing of buildings Part 10: Protective layers and protective measures DIN 18202:2013-04, Tolerances in building constr

12、uction 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 18331, German construction contract procedures (VOB) Part C: General technical specification

13、s in construction contracts (ATV) Concrete works DIN 18338, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Roofing work DIN 18336:2016-09 3 DIN 18354, German construction contract procedures (VOB) Part C: General technical speci

14、fications in construction contracts (ATV) Asphalt flooring work DIN SPEC 20000-202:2016-03, Application of building products in structures Part 202: Adaption standard for flexible sheets for waterproofing according to European standards for the use as waterproofing of elements in contact with soil,

15、of indoor applications and of tanks and pools FLL Dachbegrnungen, Richtlinie fr die Planung, Ausfhrung und Pflege von Dachbegrnungen (Dachbegrnungsrichtlinien) (Guidance on the design, installation and upkeep of green roof systems)*)*)FLL code of practice Untersuchung der Wurzelfestigkeit von Bahnen

16、 und Beschichtungen fr Dachbegrnungen (Examining the resistance to roots of sheeting and coatings for green roofs), included in the Richtlinie fr die Planung, Ausfhrung und Pflege von Dachbegrnungen. Author and obtainable from the Forschungsgesellschaft Landschaftsentwicklung Landschaftsbau e.V. (Ge

17、rman Research Association for landscape architecture and landscape development), Friedensplatz 4, 53115 Bonn, www.fll.de. DIN 18336:2016-09 4 Contents Page 0 Details required for drafting the specification of works . 4 1 Scope 8 2 Materials and components . 8 3 Execution of work 9 4 Associated tasks

18、 and special tasks 14 5 Settlement of accounts 16 0 Details required for drafting the specification of works The following information supplements the general information specified in clause 0 of DIN 18299. Without this information, a specification of works as required in 7 ff., 7 ff. EU or 7 ff. VS

19、 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 the following information as and when applicable. 0.1 Site information 0.1.1 Type, surface condition and fall of waterproofing substrate (i.

20、e. background or substrate to which the waterproofing membrane is applied). 0.1.2 Maximum groundwater table or flood level relevant for waterproofing; greatest depth of waterproofing below water level. 0.1.3 Water permeability of ground surrounding the structural element. 0.1.4 Type of use of struct

21、ures, spaces or areas to be waterproofed. 0.1.5 Depth and types of foundation and constructional details of, and loads from, neighbouring structures. DIN 18336:2016-09 5 0.1.6 Form of excavations. 0.1.7 Type, location, dimensions and constructional details of any scaffolding installed by other contr

22、actors, and schedule for the installation or removal of such scaffolding. 0.2 Details of execution of work 0.2.1 Type, location, number and size of structures or building elements to be waterproofed. 0.2.2 Type of waterproofing and materials required (depending on its use or the level of hydraulic l

23、oading (e.g. ground moisture, water not exerting hydrostatic pressure in high-duty or moderate-duty applications, seepage water with temporary build-up of water, water exerting hydrostatic pressure). 0.2.3 Information whether the waterproofing is to be applied internally on the rear of wall or exter

24、nally on outside walls, place of installation, and whether structural bases, floors or wall surfaces are to be waterproofed. 0.2.4 Any special requirements regarding the resistance of waterproofing to thermal, mechanical, biological or chemical stresses. 0.2.5 Level of surface pressure to which the

25、waterproofing is exposed and the areas affected, grouped according to structural bases, floors and wall surfaces. 0.2.6 Type, condition and strength of waterproofing substrate (e.g. plain concrete, aerated concrete, rendered or unrendered masonry). 0.2.7 Any pretreatment of the waterproofing substra

26、te. 0.2.8 Type of connection of waterproofing to substrate and of interconnection of waterproofing membranes. 0.2.9 Type, location, dimensions and design of joints to be sealed (movement and structural joints, joints between components). 0.2.10 Type, direction and extent of joint movement. 0.2.11 Ty

27、pe, location, number, dimensions and mass of any fitments. 0.2.12 Type, location, number and dimensions of penetrations and fitments for connection of waterproofing in order to complete the seal. 0.2.13 Type, number, dimensions and location of ends/edgings and connections to/junctions with adjacent

28、building elements. 0.2.14 Location, dimensions and number of any recesses. Any temporary recesses the waterproofing of which is to be postponed until a later date. 0.2.15 Proposed work sections and any interruptions to the work. 0.2.16 Any separate working of partial areas prior or subsequent to the

29、 main work. DIN 18336:2016-09 6 0.2.17 Type, location, dimensions and number of sloping, curved or otherwise specially shaped surfaces. 0.2.18 Specification of height to which waterproofing is to be applied on wall surfaces and dimensions of sections (e.g. where backfilling is in sections). 0.2.19 T

30、ype of application of waterproofing (e.g. internal on the rear of walls, or external on external walls). 0.2.20 Type and length of waterproofing at structural base/wall junctions (e.g. “reverse” joint*)or “horizontal lapped (“retrograde”)” joint*). 0.2.21 Type, design, location, number and dimension

31、s of fitments designed to prevent unwanted slippage and buckling of building elements. Any other structural measures. 0.2.22 Any requirements relating to fire, radiation and thermal protection. 0.2.23 Type, design, location, number and dimensions of insulating layers, drainage layers, underlays and

32、vapour barriers to be placed. 0.2.24 Type, design, location, number and dimensions of any protective layers, and protective measures to be taken. 0.2.25 Any exceptional physical or chemical conditions to which materials and components will be exposed after installation. 0.2.26 Any special requiremen

33、ts of the client regarding the use of cauldrons or for working with a naked flame. 0.2.27 Any special protection of building components, equipment, furniture, etc. 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 spec

34、ifications 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 subclauses 3.2 to 3.10. 0.4 Details of associated tasks and special tasks No details are required supplementary to those given in DIN

35、 18299, subclause 0.4. 0.5 Accounting of works In the specification of works, accounting of works shall be based on the following: *)Translators note. “Kehranschluss”, joint in which the waterproofing of the wall is first continued from the structural base upwards, looking outwards, and is then appl

36、ied downwards, looking inward. *)“Rcklufiger Sto”, joint in which the waterproofing of the structural base is continued on and is horizontally lapped with the vertical waterproofing from the wall. DIN 18336:2016-09 7 0.5.1 Area (m2), accounted for separately according to type and size: waterproofing

37、 of wall surfaces including the area of “horizontal lapped (“retrograde”)” joints, waterproofing of structural bases including the area of “horizontal lapped (“retrograde”)” joints, grouped according to slope (i.e. slopes with a gradient up to 1 : 1 or over 1 : 1), waterproofing of floors, provision

38、 of reinforcing material for surfaces, pretreatment of waterproofing substrate, protective layers and taking protective measures, insulating layers, underlays, vapour barriers, etc. 0.5.2 Length (m), accounted for separately according to type and size: waterproofing over movement joints, grouped acc

39、ording to slope (i.e. slopes with a gradient up to 1 : 1 or over 1 : 1), damp-proof courses or membranes in walls, transitions, connections, junctions and ends, “reverse” joints at slab/wall junctions, “horizontal lapped (“retrograde”)” joints at structural base/wall junctions, reinforcement at edge

40、s, fillets, junctions, ends and transitions, making angle fillets, adhesive and weld-on flanges and loose-and-fixed flange assemblies, bar clamps and clip rails, flashings, coated sheet metal, etc., strips of underlay and insulating layers. 0.5.3 Number, accounted for separately according to type an

41、d size: making and closing of cutouts, waterproofing at penetrations, grouped according to slope (i.e. slopes with a gradient up to 1 : 1 or over 1 : 1), adhesive and weld-on flanges and loose-and-fixed flange assemblies, sleeves, clips, bar clamps and clip rails, coated sheet metal, etc., disc anch

42、ors, fitments, etc. 1 Scope 1.1 This standard deals with waterproofing using bitumen, bituminous material, metal strips or plastics or rubber sheeting to protect structures against ground moisture, water (including seepage water) exerting hydrostatic pressure and such exerting no hydrostatic pressur

43、e, and the associated insulating, separating and protective materials and elements. It also covers waterproofing of intensive roof garden systems. DIN 18336:2016-09 8 1.2 This standard does not cover water-resistant concrete (see DIN 18331), waterproofing of roofs, including those accommodating exte

44、nsive roof garden systems (see DIN 18338), mastic asphalt work (see DIN 18354), sealing of carriageway deck slabs of bridges that form part of public highways, sealing associated with earthwork (including tunnelling) and waste disposal sites, waterproofing of walls of wet rooms in residential buildi

45、ngs, exposed to splash water. 1.3 DIN 18299, clauses 1 to 5 shall also apply. In cases where the specifications of DIN 18299 contradict the present standard, DIN 18336 shall take precedence. 2 Materials and components The specifications of DIN 18299, clause 2 shall be supplemented as follows: The ta

46、bles in DIN 18195-2:2009-04 cover the most commonly used standardized materials and components. The information provided in the tables relates to the European product standards on bitumen, plastics and rubber sheeting, and also to DIN SPEC 20000-202:2016-03. Materials and components declared to be r

47、esistant to root penetration shall comply with the requirements as set out in the Verfahren zur Untersuchung der Wurzelfestigkeit von Bahnen und Beschichtungen fr Dachbegrnungen (Testing the resistance to root penetration of sheeting and other layers for green roof systems)1). 1)FLL code of practice

48、 Untersuchung der Wurzelfestigkeit von Bahnen und Beschichtungen fr Dachbegrnungen (Examining the resistance to roots of sheeting and coatings for green roofs), included in the Richtlinie fr die Planung, Ausfhrung und Pflege von Dachbegrnungen. Author and obtainable from the Forschungsgesellschaft Landschaftsentwicklung Landschaftsbau e.V. (German Research Association for landscape architecture and landscape development), Friedensplatz 4, 53115 Bonn, www.fll.de. DIN 18336:2016-09 9 3 Execution of work The specifications of DIN 18299, clause 3 shall be sup

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