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 3 . 0 3 0!%sy“2568086www.din.deD I N 1 8 3 0 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 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 ) L a n d d r a i n a g e a n d i n f i l t r a t i o n m a n a g e m e n t w o r k 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 0 8 : 2 0 1 6 - 0 9V O B V
4、 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 ) D r n - u n d V e r s i c k e r a r b e i t e n ,E n g l i s c h e b e r s e t z u n g v
5、o n D I N 1 8 3 0 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 ( 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 d r a
6、 i n a g e ,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 0 8 : 2 0 1 6 - 0 9SupersedesD I N 1 8 3 0 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 1 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
7、 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 DIN 18308:2016-09 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
8、Contract Procedures). Amendments This document differs from DIN 18308:2015-08 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 1957: 1932-09 DIN 1958: 1932-09 DIN
9、 1959: 1932-09, 1937-08 DIN 18308: 1961-02, 1974-07, 1979-10, 1988-09, 1992-12, 1996-06, 2000-12, 2002-12, 2010-04, 2012-09, 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 ref
10、erences, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. DIN 1185-3, Drainage Control of sub-surface water management by draining with pipes and amelioration of the subsoil Part 3: Construction and documentatio
11、n DIN 1187, Unplasticized polyvinyl chloride (PVC-U) drainpipes Dimensions, requirements, testing DIN 1960, German construction contract procedures (VOB) Part A: General provisions relating to the award of construction contracts DIN 1961, German construction contract procedures (VOB) Part B: General
12、 conditions of contract relating to the execution of construction work DIN 4034-2 Prefabricated concrete manholes, unreinforced, steel fibre and reinforced Part 2: Manholes for well construction and drain construction DIN 4095, Planning, design and installation of drainage systems protecting structu
13、res against water in the ground DIN 4123, Excavations, foundations and underpinnings in the area of existing buildings DIN 4262-1, Pipes and fittings for subsoil drainage of trafficked areas and underground engineering Part 1: Pipes, fittings and their joints made from PVC-U, PP and PE DIN 18308:201
14、6-09 3 DIN 4262-3, Pipes and fittings for subsoil drainage of trafficked areas and underground engineering Part 3: Pipes and fittings made from concrete and their joints DIN 4266-1, Drainage pipes for landfills Part 1: Drainage pipes made from PE and PP DIN 4266-3, Drainage pipes for landfills Part
15、3: Pipes and fittings made from concrete and their joints DIN 18035-3, Sports grounds Part 3: Drainage DIN 18035-5, Sporting grounds Part 5: Tamped areas DIN 18130-1, Soil - investigation and testing Determination of the coefficient of water permeability Part 1: Laboratory tests DIN 18299, German co
16、nstruction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) General rules applying to all types of construction work DIN 18300, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Ear
17、thworks DIN 18306, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Underground drainage DIN 18915, Vegetation technology in landscaping Soil working DIN 18920, Vegetation technology in landscaping Protection of trees, plantations
18、 and vegetation areas during construction work DIN 19537-3, Prefabricated high density polyethylene (PE-HD) manholes for use in sewerage systems Part 3: Dimensions and technical delivery conditions DIN 19666, Drain pipes and percolation pipes General requirements DIN EN 295-1, Vitrified clay pipe sy
19、stems for drains and sewers Part 1: Requirements for pipes, fittings and joints DIN EN 295-5, Vitrified clay pipe systems for drains and sewers Part 5: Requirements for perforated vitrified clay pipes and fittings DIN EN 932-3, Tests for general properties of aggregates Part 3: Procedure and termino
20、logy for simplified petrographic description DIN EN 933-1, Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution Sieving method DIN EN 933-4, Tests for geometrical properties of aggregates Part 4: Determination of particle shape Shape index DIN EN 1367-1,
21、 Tests for thermal and weathering properties of aggregates Part 1: Determination of resistance to freezing and thawing DIN EN 1401-1, Plastics piping systems for non-pressure underground drainage and sewerage Unplasticized poly(vinyl chloride) (PVC-U) Part 1: Specifications for pipes, fittings and t
22、he system DIN EN 1916, Concrete pipes and fittings, unreinforced, steel fibre and reinforced DIN EN 12666-1, Plastics piping systems for non-pressure underground drainage and sewerage Polyethylene (PE) Part 1: Specifications for pipes, fittings and the system DIN 18308:2016-09 4 DIN EN 13252, Geotex
23、tiles and geotextile-related products Required characteristics for use in drainage systems DIN EN 13476 (all parts), Plastics piping systems for non-pressure underground drainage and sewerage Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyeth
24、ylene (PE) DIN EN 13598 (all parts), Plastics piping systems for non-pressure underground drainage and sewerage Unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) DIN V 4034-1, Prefabricated concrete manholes, unreinforced, steel fibre and reinforced for drains and
25、sewers Type 1 and Type 2 Part 1: Requirements, test methods and evaluation of conformity DWA-Arbeitsblatt (DWA Code of practice) A 138, Planung, Bau und Betrieb von Anlagen zur Versickerung von Niederschlagwasser (Design, construction and operation of surface water infiltration systems)*)*)Author: D
26、WA Deutsche Vereinigung fr Wasserwirtschaft, Abwasser und Abfall e. V., (DWA German Association for Water, Wastewater and Waste) Theodor-Heuss-Allee 17, 53773 Hennef, www.dwa.de. Obtainable from: Beuth Verlag GmbH, 10772 Berlin, www.beuth.de. DIN 18308:2016-09 5 Contents Page 0 Details required for
27、drafting the specification of works . 5 1 Scope 7 2 Materials and components . 7 3 Execution of work 8 4 Associated tasks and special tasks 9 5 Settlement of accounts 10 0 Details required for drafting the specification of works The following information supplements the general information specified
28、 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 the following informat
29、ion as and when applicable. 0.1 Site information 0.1.1 Type and properties of the subsoil. 0.1.2 Depth, location and types of foundation and constructional details of, and loads from, neighbouring structures. 0.1.3 Form of excavation and trenches. 0.2 Details of execution of work 0.2.1 Type, design,
30、 number, location and dimensions of drainage and infiltration systems to be installed. 0.2.2 Types and condition of materials and components. 0.2.3 Technique used for holding pipes in position. DIN 18308:2016-09 6 0.2.4 Loading and hydraulic performance. 0.2.5 Measures to be taken to prevent iron hy
31、droxide from clogging drains. 0.2.6 Type, design, number and sizes of fittings, pipe joints and manholes. Location of manholes. 0.2.7 Type, design, number and dimensions of edgings and connections to/junctions with manholes and other structures. 0.2.8 Lap length, when using geotextiles and geosynthe
32、tics. 0.2.9 Any specifications and instructions resulting from experts opinions. 0.2.10 Type and scope of documentation to be provided. 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,
33、 they shall be described separately and clearly in the specification of works. 0.3.2 Such specifications may be of particular relevance in: subclause 3.1.1, if the client is to specify the construction method, the schedule of work, or the type and deployment of equipment, subclauses 3.2, 3.3 and 3.4
34、, if tolerances other than specified in the stated standards are to apply. 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, works shall be accounted for separatel
35、y according to technique used, materials, sizes and depth (of installation), using the following units: storage elements, infiltration units and gravel packings: by volume (m3), geotextiles, geosynthetics, filter layers and drainage blankets: by area (m2), channels and drains (including mole drains)
36、: by length (m), manholes and fittings: by number. DIN 18308:2016-09 7 1 Scope 1.1 This standard deals with the drainage of land by means of drain pipes or mole drains and the installation of infiltration systems (with or without water retention) and also covers placement of materials and components
37、 with a permanent filter function and permitting percolation of water. 1.2 This standard does not cover the associated earthwork (see DIN 18300), the laying of closed conduits and drain pipes (including manholes) for sewerage purposes (see DIN 18306), vertical drainage at great depths and deep-well
38、infiltration. 1.3 DIN 18299, clauses 1 to 5 also apply. In cases where the specifications of DIN 18299 contradict the present standard, DIN 18308 shall take precedence. 2 Materials and components The specifications of DIN 18299, clause 2 shall be supplemented as follows: The following DIN Standards
39、and other technical rules cover the most commonly used materials and components. 2.1 Requirements No very putrescible materials or components shall be used in the construction of drainage and infiltration systems except for drainage of agricultural land or for temporary work. DIN 1187 DIN V 4034-1 D
40、IN 4034-2 DIN 4262-1 DIN 4262-3 DIN 4266-1 DIN 4266-3 DIN 19537-3 DIN 19666 DIN EN 295-1 DIN EN 295-5 DIN EN 1401-1 DIN EN 1916 DIN EN 12666-1 DIN EN 13252 DIN EN 13476 (all parts) DIN EN 13598 (all parts) DIN 18308:2016-09 8 2.2 Testing of aggregate mixes 2.2.1 Aggregates Testing of aggregates shal
41、l be in accordance with the following standards: DIN EN 932-3 DIN EN 933-1 DIN EN 933-4 DIN EN 1367-1 2.2.2 Mixes for use in land drainage The water permeability of mixes for use in land drainage according to subclauses 3.2, 3.3 and 3.4 shall be determined as described in DIN 18035-5. 2.2.3 Mixes fo
42、r use in infiltration work The water permeability of mixes for use in infiltration work (according to subclause 3.5) shall be determined as described in DIN 18130-1. 3 Execution of work The specifications of DIN 18299, clause 3 shall be supplemented as follows: 3.1 General 3.1.1 The choice of techni
43、que, the scheduling of work, and the type and deployment of equipment shall be left to the contractor. 3.1.2 Particular caution is required when working near structures, pipes, cables, drains and sewers. 3.1.3 Any endangered structures shall be made safe in compliance with DIN 4123. The instructions
44、 of the owners or other authorized persons shall be observed with regard to any protective and supporting measures. The necessary work counts as a special task (see subclause 4.2.1). 3.1.4 Where the location of pipes, cables, drains, sewers, survey marks, obstructions and other structures is unknown
45、, this shall be established before work starts. The necessary work counts as special tasks (see subclause 4.2.1). 3.1.5 Should unexpected cavities or obstructions be encountered, such as undeclared pipes, cables, drains, sewers, survey marks, remains of structures, etc., the client shall be notified
46、 immediately. The necessary work shall be agreed between client and contractor. The work involved counts as a special task (see subclause 4.2.1). Where the obstructions are suspected to be unexploded ordnance, work is to be interrupted immediately and both the client and the responsible authorities
47、notified. The contractor shall immediately take any necessary precautions. The action taken and the ensuing work to be agreed between client and contractor count as special tasks (see subclause 4.2.1). DIN 18308:2016-09 9 3.1.6 Boundary stones and survey marks shall be removed only with the clients
48、consent. The clients marks established for the site shall be guaranteed by other points before they are removed. 3.1.7 Reservations according to VOB/B (DIN 1961), 4, clause 3 could involve in particular the following: any discrepancies between the conditions on site and the specifications, any unexpected ground and ground water conditions, any inadequate information for working near buildings, trees and shrubs, any inadequacy regarding the receiving waters and any risk of backflow. 3.2 Protection of structures Drainage for the protection of existin
