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 8 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“2568094www.din.deD I N 1 8 3 1 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
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 S u r f a c i n g s w i t h h y d r a u l i c b i n d e r s ,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
4、 1 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 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 e i t e n O b e r b a u s
5、c h i c h t e n m i t h y d r a u l i s c h e n B i n d e m i t t e l n ,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 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 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
6、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 C o u c h e s d u s u r e a v e c l i a n t s h y d r a u l i q u e s ,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 1 6 : 2 0 1 6 - 0 9SupersedesD
7、I N 1 8 3 1 6 : 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 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 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 .11.16 D
8、IN 18316:2016-09 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 differs from DIN 18316:2015-08 as follows: a) th
9、e 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 18316: 1974-08, 1979-10, 1988-09, 1992-12, 1996-06, 2000-12, 2006-10, 2010-04, 2012-09, 2015-08 Normative references The following
10、 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 any amendments) applies. DIN 488-1, Reinforci
11、ng steels Part 1: Grades, properties, marking 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 1045-3, Concrete, reinforced and prestressed concrete structures -
12、 Part 3: Execution of structures Application rules for DIN EN 13670 DIN 1164-10, Special cement Part 10: Composition, requirements and conformity evaluation for cement with low effective alkali content DIN 1960, German construction contract procedures (VOB) Part A: General provisions relating to the
13、 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 4301, Ferrous and non-ferrous metallurgical slag for civil engineering and building construction use DIN 18299, German co
14、nstruction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) General rules applying to all types of construction work DIN EN 196 (all parts), Methods of testing cement DIN EN 197 (all parts), Cement DIN EN 197-1, Cement Part 1: Composition, specificat
15、ions and conformity criteria for common cements DIN 18316:2016-09 3 DIN EN 206-1:2001-07, Concrete Part 1: Specification, performance, production and conformity DIN EN 932-1, Tests for general properties of aggregates Part 1: Methods for sampling DIN EN 932-2, Tests for general properties of aggrega
16、tes Part 2: Methods for reducing laboratory samples DIN EN 932-3, Tests for general properties of aggregates Part 3: Procedure and terminology for simplified petrographic description DIN EN 933-1, Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution Siev
17、ing method DIN EN 933-3, Tests for geometrical properties of aggregates Part 3: Determination of particle shape Flakiness index DIN EN 933-4, Tests for geometrical properties of aggregates Part 4: Determination of particle shape Shape index DIN EN 933-5, Tests for geometrical properties of aggregate
18、s Part 5: Determination of percentage of crushed and broken surfaces in coarse aggregate particles DIN EN 933-7, Tests for geometrical properties of aggregates Part 7: Determination of shell content Percentage of shells in coarse aggregates DIN EN 933-10, Tests for geometrical properties of aggregat
19、es Part 10: Assessment of fines Grading of fillers (air jet sieving) DIN EN 934-2, Admixtures for concrete, mortar and grout Part 2: Concrete admixtures Definitions, requirements, conformity, marking and labelling DIN EN 1008, Mixing water for concrete Specification for sampling, testing and assessi
20、ng the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete DIN EN 1097-1, Tests for mechanical and physical properties of aggregates Part 1: Determination of the resistance to wear (micro-Deval) DIN EN 1097-6, Tests for mechanical and
21、 physical properties of aggregates Part 6: Determination of particle density and water absorption DIN EN 1097-7, Tests for mechanical and physical properties of aggregates Part 7: Determination of the particle density of filler Pycnometer method DIN EN 1097-8, Tests for mechanical and physical prope
22、rties of aggregates Part 8: Determination of the polished stone value DIN EN 1367-1, Tests of thermal and weathering properties of aggregates Part 1: Determination of resistance to freezing and thawing DIN EN 1367-2, Tests of thermal and weathering properties of aggregates Part 2: Magnesium sulfate
23、test DIN EN 1367-3, Tests of thermal and weathering properties of aggregates Part 3: Boiling test for “Sonnenbrand basalt” DIN EN 1744-1, Tests for chemical properties of aggregates Part 1: Chemical analysis DIN EN 10025-1, Hot rolled products of structural steels Part 1: General technical delivery
24、conditions DIN EN 10060, Hot rolled round steel bars Dimensions and tolerances on shape and dimensions DIN 18316:2016-09 4 DIN EN 12350 (all parts), Testing fresh concrete DIN EN 12390 (all parts), Testing hardened concrete DIN EN 12504 (all parts), Testing concrete in structures DIN EN 12620, Aggre
25、gates for concrete DIN EN 13055-1, Lightweight aggregates Part 1: Lightweight aggregates for concrete, mortar and grout DIN EN 13242, Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction DIN EN 13282-1, Hydraulic road binders Part 1: Rapid
26、hardening hydraulic road binders Composition, specifications and conformity criteria DIN EN 13282-3, Hydraulic road binders Part 3: Conformity evaluation DIN EN 13670, Execution of concrete structures DIN EN 13877-1, Concrete pavements Part 1: Materials DIN EN 13877-3, Concrete pavements Part 3: Spe
27、cifications for dowels to be used in concrete pavements DIN EN 14227-1, Hydraulically bound mixtures Specifications Part 1: Cement-bound granular mixtures DIN EN 14227-5, Hydraulically bound mixtures Specifications Part 5: Hydraulic road binder bound granular mixtures DIN V 18004, Use of building pr
28、oducts in construction works Test methods for aggregates according to DIN V 20000-103 and DIN V 20000-104 DAfStb-Alkali-Richtlinie, DAfStb-Richtlinie Vorbeugende Manahmen gegen schdigende Alkalireaktion im Beton (Alkali-Richtlinie) (DAfStb Code of practice on the prevention of harmful alkali reactio
29、ns in concrete)*)TL Gestein-StB 04, Technische Lieferbedingungen fr Gesteinskrnungen im Straenbau (Technical delivery conditions for aggregates for use in road construction)*)TP Beton-StB, Technische Prfvorschriften fr Tragschichten mit hydraulichen Bindemitteln und Fahrbahn-decken aus Beton (Testin
30、g of roadbase containing hydraulic binders and of concrete pavement slabs)*) TL Gestein-StB 10, Technische Lieferbedingungen fr Gesteinskrnungen im Straenbau (Technical delivery conditions for aggregates for use in road construction)*)*)Issued by DAfStb Deutscher Ausschuss fr Stahlbeton e. V. (Germa
31、n Committee for Structural Concrete), Budapester Str. 31, 10787 Berlin, www.dafstb.de. Obtainable from: Beuth Verlag GmbH, 10772 Berlin, www.beuth.de. *)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), An Lyskirchen 14, 506
32、76 Kln, www.fgsv.de. Obtainable from: FGSW Verlag GmbH, Verlag der Forschungsgesellschaft fr Straen- und Verkehrswesen e.V., Wesselinger Strae 17, 50999 Kln, www.fgsv-verlag.de. DIN 18316:2016-09 5 Contents Page 0 Details required for drafting the specification of works . 5 1 Scope 8 2 Materials and
33、 components . 8 3 Execution of work 12 4 Associated tasks and special tasks 17 5 Settlement of accounts 18 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 specificat
34、ion 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 the following information as and when applicable. 0.1 Site information 0.1.1 Type and
35、 quality of subgrade. 0.1.2 Depth and types of foundation and constructional details of, and loads from, neighbouring structures. 0.1.3 Type and condition of existing marginal strips. 0.2 Details of execution of work 0.2.1 Pavement construction. 0.2.2 Purpose of road (including any special use), cli
36、matic factors. 0.2.3 Exposure, traffic type and load, local factors. DIN 18316:2016-09 6 0.2.4 Number, type, dimensions and design of connections to/junctions with existing structures, building elements and pavement layers. 0.2.5 Number, type, dimensions and location of openings to be closed up or l
37、eft in the pavement. 0.2.6 Number, type, location, and dimensions of elements or components to be left in the pavement, together with details of their masses. 0.2.7 Number, types, location, dimensions and design of movement joints. 0.2.8 Any special requirements regarding the resistance of the aggre
38、gates to frost and de-icing agents. 0.2.9 Relevant exposure classes. 0.2.10 Any reinforcement to be placed in concrete slabs. 0.2.11 Types, design and location of joints other than movement joints. 0.2.12 Number of dowel bars and anchorages to be placed. 0.2.13 Design and any sectionalizing of surfa
39、ces. Texture and other surface properties (e.g. surface roughness). 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 standard, they shall be described separately and clearly in the specification
40、 of works. 0.3.2 Such specifications may be of particular relevance in: subclause 2.1.1, if aggregates are to meet requirements other than specified in the TL Gestein-StB 041), subclause 2.1.2, if hydraulic binders other than cement conforming to standards in DIN EN 197 (all parts), DIN 1164-10, DIN
41、 EN 13282-1, DIN EN 13282-3, (i.e. other binders which have been granted a technical approval and are of equivalent quality) may be used, subclause 2.1.3, if admixtures which have been granted a technical approval and are of equivalent quality are permitted to be used instead of admixtures as in DIN
42、 EN 934-2, subclause 2.1.6, if the choice of the binder for subgrade improvement and for roadbases containing hydraulic binders is not to be left to the contractor, 1)Author: FGSV Forschungsgesellschaft fr Straen- und Verkehrswesen e. V. (German Road and Transportation Research Association), An Lysk
43、irchen 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. DIN 18316:2016-09 7 subclause 2.1.6.2, subclause 2.1.6.3, and subclause 2.1.6.4, if use of recycled aggrega
44、te is not permitted, subclause 3.3.1, and subclause 3.3.2, if for subgrade improvement and for roadbases containing hydraulic binders, the thickness, compressive strength, design profile and flatness are to be other than specified, subclause 3.3.1.2, if the binder content is not to be selected on th
45、e basis of the 7-day strength of the mix, subclause 3.3.2.2, if the binder content is also to be selected on the basis of the 7-day strength of the mix, subclause 3.3.3, if, for concrete roadbases, the strength class of concrete is to be other than specified, and the thickness, profile and flatness
46、or groove pattern of the roadbase are to be other than specified, subclause 3.3.4.1, if, for concrete slabs, the concrete is to conform to requirements other than specified, subclause 3.3.4.2, if concrete slabs are not to be cast from different concrete mixes, subclause 3.3.4.3, if, for concrete sla
47、bs, the grade of steel or the percentage reinforcement is to be other than specified, subclause 3.3.4.5 and subclause 3.3.4.6, if, for concrete slabs, the size of dowel bars and anchorages is to be other than specified, subclause 3.3.4.7, if, for concrete slabs, the method of curing is not to be up
48、to the contractor, subclause 3.3.4.8, if concrete slabs are to be of a thickness less than the minimum thickness specified, subclause 3.3.4.9, if concrete slabs are to be of a profile other than specified, subclause 3.3.4.10, if concrete slabs are to be of a flatness other than specified. 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
