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 7 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 3 . 0 8 0 . 1 0 ; 9 3 . 1 0 0!%s“2568097www.din.deD I N 1 8 3 1 8G 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
3、r o c e d u r 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 ) R o a d c o n s t r u c t i o n D r y j o i n t e d s e t t a n d s l a b p a v e m e n t s , a n d s u r r o u n d s ,E n g l i s h t r a n s l
4、 a t i o n o f D I N 1 8 3 1 8 : 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 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 ) V e r k e h r s w e g e b a u a r b
5、e i t e n P f l a s t e r d e c k e n u n d P l a t t e n b e l g e i n u n g e b u n d e n e r A u s f h r u n g , Einfassungen,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 1 8 : 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 s t r a v a u x d e b t i m e n t (
6、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 c o n s t r u c t i o n r o u t i r e s a n s l i a n t s , p a v e m e n t s e t b o r d u r e s ,T r a d u c t i o n a n g l a i s e d
7、 e D I N 1 8 3 1 8 : 2 0 1 6 - 0 9SupersedesD I N 1 8 3 1 8 : 2 0 1 5 - 0 8www.beuth.deD o c u m e n t c o m p r i s e s 1 5 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 b e c o n s
8、i d e r e d a u t h o r i t a t i v e .11.16 DIN 18318:2016-09 2 A comma 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 di
9、ffers from DIN 18318:2015-08 as follows: a) the document has been editorially revised; b) the references to VOB/A have been updated; c) the normative references have been updated as of 2016-04. Previous editions DIN 18318: 1974-07, 1979-10, 1988-09, 1992-12, 1996-06, 2000-12, 2006-10, 2010-04, 2012-
10、09, 2015-08 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, only the edition cited applies. For undated references, the latest edition of the referenced document (including
11、 any amendments) applies. DIN 1045-2: 2008-08, Concrete, reinforced and prestressed concrete structures Part 2: Concrete Specification, performance, production and conformity Application rules for DIN EN 206-1 DIN 1960, German construction contract procedures (VOB) Part A: General provisions relatin
12、g 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 18158, Clinker floor tiles DIN 18299, German construction contract procedures (VOB) Part C: General technical spe
13、cifications in construction contracts (ATV) General rules applying to all types of construction work DIN 19580, Drainage channels for vehicular and pedestrian areas Durability, mass per unit area and evaluation of conformity DIN EN 206-1:2001-07, Concrete Part 1: Specification, performance, producti
14、on and conformity DIN EN 1433, Drainage channels for vehicular and pedestrian areas Classification, design and testing requirements, marking and evaluation of conformity DIN EN 12058, Natural stone products Slabs for floors and stairs Requirements DIN EN 12390-3, Testing hardened concrete Part 3: Co
15、mpressive strength of test specimens DIN 18318:2016-09 3 DIN EN 13198, Precast concrete products Street furniture and garden products DIN EN 13748 (all parts), Terrazzo tiles DIN V 18500, Cast stones Terminology, requirements, testing, inspection TL Fug-StB/TP Fug-StB, Technische Lieferbedingungen f
16、r Fugenfllstoffe in Verkehrsflchen (TL Fug StB) Technische Prfvorschriften fr Fugenfllstoffe in Verkehrsflchen (TP Fug StB) (Technical delivery conditions for joint filling materials for use in traffic areas (TP Fug StB) Specifications for joint filling materials for use in traffic areas (TP Fug StB
17、)*)TL Pflaster-StB, Technische Lieferbedingungen fr Bauprodukte zur Herstellung von Pflasterdecken, Plattenbelgen und Einfassungen (Technical delivery conditions for products for use in making sett and slab pavements and surrounds)*)TP Eben Berhrende Messungen, Technische Prfvorschriften fr Ebenheit
18、smessungen auf Fahrbahnoberflchen in Lngs- und Querrichtung, Teil: Berhrende Messungen (TB Eben Berhrende Messungen) (Specifications for determining flatness by surface measurement of pavements in longitudinal and transverse direction, Part: Measurement by touch)*)FLL Flchenbefestigungen, Richtlinie
19、 fr die Planung, Ausfhrung und Unterhaltung von begrnbaren Flchenbefestigungen (Code of practice for the design, workmanship and maintenance of grass pavement)*)*)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), An Lyskirch
20、en 14, 50676 Kln, www.fgsv.de. Obtainable from: FGSV Verlag GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e. V., Wesselinger Strae 17, 50999 Kln, www.fgsv-verlag.de. *)Author and obtainable from: Forschungsgesellschaft Landschaftsentwicklung Landschaftsbau e. V. (FLL) (German
21、Research Association for Regional Development and Landscaping), Friedensplatz 4, 53111 Bonn, www.fll.de DIN 18318:2016-09 4 Contents Page 0 Details required for drafting the specification of works . 4 1 Scope 6 2 Materials and components . 7 3 Execution of work 8 4 Associated tasks and special tasks
22、 13 5 Settlement of accounts 14 0 Details required for drafting the specification of works The following information supplements the general 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)
23、 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 and quality of subgrade. 0.1.2 Depth and types of foundation and constructiona
24、l details of, and loads from, neighbouring structures. 0.1.3 Type and condition of existing surrounds. 0.2 Details of execution of work 0.2.1 Pavement construction. 0.2.2 Purpose of road, type of use, climatic factors. 0.2.3 Traffic type and load, cleaning method, local factors. DIN 18318:2016-09 5
25、0.2.4 Type, design, dimensions and number of joints between pavement and existing structures, arches, surrounds, recesses, etc. 0.2.5 Mixes to be used for bedding and joint filling materials. 0.2.6 Grade of natural stone setts. 0.2.7 Hydraulic load of drainage channels/gutters. 0.2.8 Types, location
26、, dimensions and number of openings to be made or closed up in the pavement. 0.2.9 Number, type, dimensions and location of elements or components (inserts) to be left in the pavement, together with details of their masses. 0.2.10 Number, types, location, dimensions and design of movement joints. 0.
27、2.11 Design and any sectionalizing of surfaces. Any special laying pattern. Joint design and any grid pattern. 0.2.12 Texture of surfaces. 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 specifications of this standa
28、rd, they shall be described separately and clearly in the specification of works. 0.3.2 Such specifications may be of particular relevance in: clause 2, if the products used are to conform to requirements other than specified in TL Pflaster-StB, subclause 3.1.1, if it is not to be the contractors re
29、sponsibility to choose the construction method, the schedule of work, and the type and deployment of equipment, subclause 3.1.6, if neighbouring paved areas are to contain setts and slabs of different nominal thickness, subclause 3.3.4, if the surface course is to be laid to a gradient/cross fall sm
30、aller than specified, subclause 3.4.2, if the bond pattern or the joint width is to be other than specified, subclause 3.5.2, if the laying course for brick pavement is to have a form other than specified (e.g. if bricks are to be laid on edge), or the joint width is to be other than specified, subc
31、lause 3.6.2, if stone setts are to be laid in a pattern or with a joint width other than specified, subclause 3.7.2, if slabs are to be laid in a pattern or with a joint width other than specified, subclause 3.9.1, if kerbs and edging stones are not to be placed on a base (with haunching), joints ar
32、e to be filled with sand or grouted, the width of the haunching, the compressive strength of the concrete and the thickness of the base are to be other than specified, subclause 3.9.2, if the compressive strength of the (base) concrete, or the spacing of movement joints is to be other than specified
33、. DIN 18318:2016-09 6 0.4 Details of associated tasks and special tasks No details are required supplementary to those given in DIN 18299, subclause 0.4. 0.5 Accounting of works In the specification of works, accounting of works shall be based on the following units, accounted for separately accordi
34、ng to type, materials and dimensions: 0.5.1 Improvement of subgrade (by compaction): by area (m2). 0.5.2 Producing the roadbase to the specified level, slope and flatness: by area (m2). 0.5.3 Placing of pavement: placing of setts or slabs: by area (m2), accounted for separately according to bond pat
35、tern (e.g. laid in segmental curves or to a given pattern), cleaning of removed setts or slabs: by area (m2), accounted for separately according to type of sub-base and joint filling material, dressing, trimming or otherwise working of setts or slabs for paving edges or surrounds: by length (m), for
36、 paving against any inserts or at recesses: by number, dressing, trimming or otherwise working of stone slabs: by number, dressing or trimming of paving units of special shape or size for paving edges or surrounds: by length (m), for paving against any inserts or at recesses: by number. 0.5.4 Joint
37、filling with sand or by grouting: for setts and slabs: by area (m2), grouting of movement joints: by length (m) or number. 0.5.5 Surrounds and channels/gutters: placing of kerbs, edging stones and channels/gutters: by length (m), making of bases, with or without haunching: by length (m), working of
38、top faces of kerbs and edging stones: by number, retouching of jointing face and retouching or refurbishing of an existing bevel or of top face of kerbs: by length (m). 1 Scope 1.1 This standard covers the paving of roads of any type, of open spaces, courtyards, railway platforms and track systems,
39、with setts or slabs. It also applies to surrounds, drainage channels and gutters made with setts or slabs. 1.2 This standard does not apply to sett and slab pavements that are laid on buildings and do not have a base and drainage layer. DIN 18318:2016-09 7 1.3 DIN 18299, clauses 1 to 5 shall also ap
40、ply. In cases where the specifications of DIN 18299 contradict the present standard, DIN 18318 shall take precedence. 2 Materials and components The specifications of DIN 18299, clause 2 shall be supplemented as follows: 2.1 The following DIN Standards and other technical rules cover the most common
41、ly used materials and components: DIN 1045-2: 2008-08 DIN 18158 DIN V 18500 DIN 19580 DIN EN 206-1:2001-07 DIN EN 1433 DIN EN 12058 DIN EN 12390-3 DIN EN 13198 DIN EN 13748 (all parts) In addition the following apply: TL Pflaster-StB, Technische Lieferbedingungen fr Bauprodukte zur Herstellung von P
42、flasterdecken, Plattenbelgen und Einfassungen1)TL Fug-StB/TP Fug-StB, Technische Lieferbedingungen fr Fugenfllstoffe in Verkehrsflchen (TL Fug StB) Technische Prfvorschriften fr Fugenfllstoffe in Verkehrsflchen (TP Fug StB)1). 2.2 Grass pavement shall be laid to conform to the Richtlinie fr die Plan
43、ung, Ausfhrung und Unterhaltung von begrnbaren Flchenbefestigungen)2). For bedding material and joint filling material for areas not accessible to vehicular traffic, 0/2 mm, 1/3 mm or 2/5 mm aggregate may be used. 1)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road
44、and Transportation Research Association), An Lyskirchen 14, 50676 Kln, www.fgsv.de. Obtainable from: FGSV Verlag GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e. V., Wesselinger Strae 17, 50999 Kln, www.fgsv-verlag.de. 2)Author and obtainable from: Forschungsgesellschaft Lands
45、chaftsentwicklung Landschaftsbau e. V. (FLL) (German Research Association for Regional Development and Landscaping), Friedensplatz 4, 53111 Bonn, www.fll.de. DIN 18318:2016-09 8 3 Execution of work The specifications of DIN 18299, clause 3 shall be supplemented as follows: 3.1 General 3.1.1 The choi
46、ce of technique, the scheduling of work and the type and deployment of equipment shall be left to the contractor. 3.1.2 Where work is to be carried out in inclement weather (e.g. in frost), measures shall be taken to prevent damage occurring, in consultation with the client. The necessary work count
47、s as special tasks (see subclause 4.2.1). 3.1.3 Endangered structures shall be made safe. The instructions of the owners or other authorized persons are to be observed when protective measures are taken. The necessary work counts as special tasks (see subclause 4.2.1). 3.1.4 Should unexpected obstru
48、ctions be encountered, such as undeclared pipes, cables, drains, sewers, survey marks, remains of structures, etc., the client shall be notified immediately. The necessary work shall be agreed between client and contractor. The work involved counts as special tasks (see subclause 4.2.1). If the obstructions are suspected to be unexploded ordnance, the work shall be stopped immediately and the responsible authorities and the client notified. The contractor shall immediately take any necessary precautions. The necessa
