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 2 5!%s“2568098www.din.deD I N 1 8 3 1 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 ) T r e n c h l e s s p i p e l a y i n g ,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 1 9 : 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
4、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 ) Rohrvortriebsarbeiten,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 9 : 2 0 1 6 - 0 9C a h i e r d e s c h a r g e s a l l
5、 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 ) A v a n c e m e n t d e t u y a u x ,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 9 :
6、2 0 1 6 - 0 9SupersedesD I N 1 8 3 1 9 : 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 6 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
7、 r i t a t i v e .11.16 DIN 18319:2016-09 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 18319:
8、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 18319: 1992-12, 1996-06, 2000-12, 2010-04, 2012-09, 2015-08 Normative references The following documents,
9、 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 1960, German construction c
10、ontract procedures (VOB) 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 4020, Geotechnical investigations for civil engineerin
11、g purposes Supplementary rules to DIN EN 1997-2 DIN 4094-4, Subsoil Field testing Part 4: Field vane test DIN 18122-1, Soil, investigation and testing Consistency limits Part 1: Determination of liquid limit and plastic limit DIN 18123, Soil, investigation and testing Determination of grain-size dis
12、tribution DIN 18125-2, Soil investigation and testing Determination of density of soil Part 2: Field tests DIN 18126, Soil, investigation and testing Determination of density of non-cohesive soils for maximum and minimum compactness DIN 18128, Soil Investigation and testing Determination of ignition
13、 loss DIN 18130 (all parts), Soil Investigation and testing Determination of the coefficient of water permeability DIN 18136, Soil Investigation and testing Unconfined compression test DIN 18319:2016-09 3 DIN 18137-2, Soil, investigation and testing Determination of shear strength Part 2: Triaxial t
14、est DIN 18141-1, Subsoil Analysis of rock samples Part 1: Determination of the unconfined compressive strength DIN 18196, Earthworks and foundations Soil classification for civil engineering purposes DIN 18299, German construction contract procedures (VOB) Part C: General technical specifications in
15、 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) Earthworks DIN 18301, German construction contract procedures (VOB) Part C: General
16、 technical specifications in construction contracts (ATV) Drilling work DIN 18303, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Timbering to trenchwork DIN 18306, German construction contract procedures (VOB) Part C: General t
17、echnical specifications in construction contracts (ATV) Underground drainage DIN 18307, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Laying of pressure pipework outside buildings DIN 18312, German construction contract procedu
18、res (VOB) Part C: General technical specifications in construction contracts (ATV) Underground construction work DIN 18324, German construction contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Horizontal directional drilling works DIN EN 1997-2, Euro
19、code 7: Geotechnical design Part 2: Ground investigation and testing DIN EN 1997-2/NA, National Annex Nationally determined parameters Eurocode 7: Geotechnical design Part 2: Ground investigation and testing DIN EN 12889, Trenchless construction and testing of drains and sewers DIN EN 14457, General
20、 requirements for components specifically designed for use in trenchless construction of drains and sewers DIN EN ISO 14688-1, Geotechnical investigation and testing Identification and classification of soil Part 1: Identification and description DIN EN ISO 14688-2, Geotechnical investigation and te
21、sting Identification and classification of soil Part 2: Principles for a classification DIN EN ISO 14689-1, Geotechnical investigation and testing Identification and classification of rock Part 1: Identification and description DIN EN ISO 17892-1, Geotechnical investigation and testing Laboratory te
22、sting of soil Part 1: Determination of water content DIN EN ISO 17892-2, Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of bulk density DIN EN ISO 22282-4, Geotechnical investigation and testing Geohydraulic testing Part 4: Pumping tests DIN 18319:2016-09 4 D
23、IN EN ISO 22475-1, Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution NF P18-579, Granulats Dtermination des coefficients dabrasivit et de broyabilit (Aggregate Abrasiveness and grindability tests)*)NF P94-430-1, Roches Dte
24、rmination du pouvoir abrasif dune roche Partie 1: Essai de rayure avec une pointe (Rock Determination of the rock abrasiveness Part 1: Scratching-test with a pointed tool)*)DWA-A 125:2008-12, Rohrvortrieb und verwandte Verfahren (Trenchless pipelaying and related techniques)*)DVGW GW 304:2008-12, Ro
25、hrvortrieb und verwandte Verfahren (Trenchless pipelaying and related techniques)*) *)Unofficial German translation obtainable from: Beuth Verlag GmbH, 10772 Berlin, www.beuth.de. Standard in French obtainable from: AFNOR, 11, rue Francis de Pressens, 93571 La Plaine Saint-Denis Cedex, France, www.a
26、fnor.org. *)Author: 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. *)Author: DVGW Deutscher Verein des Gas
27、- und Wasserfaches e. V., Technisch wissenschaftlicher Verein (German Technical and Scientific Association for Gas and Water), Josef-Wirmer-Str. 1-3, 53123 Bonn, www.dvgw.de. Obtainable from: Beuth Verlag GmbH, 10772 Berlin, www.beuth.de and wvgw Wirtschafts- und Verlagsgesellschaft Gas und Wasser m
28、bH, Josef-Wirmer-Strae 3, 53123 Bonn, www.wvgw.de. DIN 18319:2016-09 5 Contents Page 0 Details required for drafting the specification of works . 5 1 Scope 8 2 Materials and components . 9 3 Execution of work 12 4 Associated tasks and special tasks 14 5 Settlement of accounts 16 0 Details required f
29、or 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) cannot be properly drawn up. This information does
30、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 Capacity of receiving water; terms and charges for discharge of water. 0.1.2 Types, location, dimensions, materials and constructional
31、details of the existing pipes, together with their joints, service pipes, valves, etc. 0.1.3 When pipe eating or pipe bursting technique is used, the nature and quantity (flow rate) of fluid discharged through the existing pipes. 0.1.4 Types, location and size of available trenches, man-made cavitie
32、s, previous temporary structures, anchors and injected substances left in the soil, and other obstructions, and the responsible parties. 0.1.5 Depth and types of foundation and constructional details of, and loads from, neighbouring structures. DIN 18319:2016-09 6 0.1.6 Type, location, dimensions, a
33、ccessibility, condition and strength of working platform or ground used as the working platform, in particular headroom restrictions. 0.1.7 Restrictions relating to size and mass in connection with haulage of machinery, jacking pipes and other construction materials. 0.1.8 Details of the arrangement
34、 of above-ground and buried supply and discharge pipes for conveying the lubricant, stabilizing fluid and support fluid and the associated mixing and treatment plant, especially near outdoor circulation spaces. 0.1.9 Facilities for interim storage of excavated soil and rock. 0.1.10 Information on ex
35、isting and scheduled groundwater lowering measures, where these have the potential to affect the construction work. 0.1.11 Restrictions relating to the removal or recovery of obstructions. 0.2 Details of execution of work 0.2.1 Relevant standards or codes of practice to be used. 0.2.2 Soil and rock
36、formations in the vicinity of the pipes and around the launch, intermediate and receiving pits. Longitudinal and transverse profiles. 0.2.3 Description of soil, rock and other materials in the ground with respect to their properties and condition according to subclause 2.2 and their classification i
37、nto homogeneous zones according to subclause 2.3. For further information on ground and groundwater conditions see DWA-A 1251)/DVGW-GW 3042)(2008-12), Table 8. 0.2.4 Results of probes to determine density/compactness. 0.2.5 Information on the swelling behaviour of soil and rock. 0.2.6 Characteristic
38、 values of those ground parameters in the ground strata that are relevant for design. 0.2.7 Description and classification of other materials according to subclause 2.4. 0.2.8 Essential changes in the properties and in the condition of soil and rock after excavation and in combination with air, wate
39、r or support fluids. 0.2.9 Intended use of pipes and any relevant rules and regulations. 1)Author: 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 Ve
40、rlag GmbH, 10772 Berlin, www.beuth.de. 2)Author: DVGW Deutscher Verein des Gas- und Wasserfaches e. V., Technisch wissenschaftlicher Verein (German Technical and Scientific Association for Gas and Water), Josef-Wirmer-Str. 1-3, 53123 Bonn, www.dvgw.de. Obtainable from: Beuth Verlag GmbH, 10772 Berli
41、n, www.beuth.de and wvgw Wirtschafts- und Verlagsgesellschaft Gas und Wasser mbH, Josef-Wirmer-Strae 3, 53123 Bonn, www.wvgw.de. DIN 18319:2016-09 7 0.2.10 Any experts opinion available and extent to which they are to be observed in the execution of the work. 0.2.11 Types and materials of pipes and
42、joints. Any special requirements to be complied with. Technical rules and standards to be observed when carrying out structural analyses. 0.2.12 Technique and properties of the materials to be used for grouting cavities (including annular spaces). 0.2.13 Aggressive effects of soil and groundwater on
43、 pipes, lubricants, stabilizing or support fluids. 0.2.14 Depth, orientation and inclination of pipe axis. 0.2.15 Type and scope of any stability analyses. 0.2.16 Number, location and, where necessary, dimensions, of launch, intermediate and receiving pits or points. 0.2.17 Methods to be used for re
44、moval of groundwater, spring, seepage, perched or surface water. 0.2.18 Type and degree of soiling in pipes requiring cleaning when pipe eating or pipe bursting. 0.2.19 Special precautions to protect overlying or neighbouring property and structures. Any permissible settlement/heave. 0.2.20 Soil ame
45、lioration measures for ground that is of inadequate strength or stability. 0.2.21 Any special techniques (e.g. pneumatic hammer technique) to be used. 0.2.22 Precautions to prevent ground heave and water incursion during operations (ground water lowering, injections, freezing, etc.). 0.2.23 Measures
46、 to be taken to preserve evidence, extent of such measures and time when they are to be taken. 0.2.24 Type, method and scope of tests. 0.2.25 Details (type, scope, method used) of any internal control and third party inspection procedures. 0.2.26 Types, design, number, dimensions and location of con
47、nections to/junctions with structures and other building elements. 0.2.27 Measuring intervals where pipe driving and jacking operations are not subjected to automatic alignment control according to 3.2.1. 0.3 Details not included in the specifications of this standard 0.3.1 If specifications are to
48、be made that are not included in the specifications 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: DIN 18319:2016-09 8 subclause 3.1.2, if the pipelaying technique and scheduling of the work, securing the working face during pipe driving operations and during scheduled stoppages, and the type and deployment of the equipment are specified by persons other than the contractor, subclause 3.1.4, if the permitted deviatio
