DIN 18354-2016 German construction contract procedures (VOB) - Part C General technical specifications in construction contracts (ATV) - Asphalt flooring works《德国建筑包工合同程序 (VOB) 第C部.pdf

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 8 0 . 1 0!%t6“2568119www.din.deD I N 1 8 3 5 4G 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 ) A s p h a l t f l o o r i n g 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 5 4 : 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

4、 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 ) Gussasphaltarbeiten,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 5 4 : 2 0 1 6 - 0 9C a h i e r d e s c h a r g e s

5、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 a s p h a l t e c o u l ,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

6、 3 5 4 : 2 0 1 6 - 0 9SupersedesD I N 1 8 3 5 4 : 2 0 1 5 - 0 8www.beuth.deDocument comprises 12 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

7、i v e .12.16 DIN 18354:2016-09 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 18354:2015-08 as

8、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 1966: 1925-08, 1958-12 DIN 18354: 1961-02, 1979-10, 1988-09, 1992-12, 1996-06, 1998-05, 2000-12, 2002-12, 2006-10, 2

9、010-04, 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 references, only the edition cited applies. For undated references, the latest edition of the referenced docume

10、nt (including any amendments) applies. 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 conditions of contract relating to the execution of constr

11、uction work DIN 18195 (all parts), Waterproofing of buildings DIN 18195-2, Waterproofing of buildings Part 2: Materials DIN 18195-3, Waterproofing of buildings Part 3: Requirements for the ground and working properties of materials DIN 18195-5, Waterproofing of buildings Part 5: DIN 18195-5, Waterpr

12、oofing of buildings and structures Waterproofing against non-pressing water on floors and in wet areas, design and execution DIN 18195-8, Waterproofing of buildings Part 8: Waterproofing over movement joints DIN 18195-10, Waterproofing of buildings Part 10: Protective layers and protective measures

13、DIN 18202:2013-04, Tolerances in building construction 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 18354:2016-09 3 DIN 18317, German constructi

14、on contract procedures (VOB) Part C: General technical specifications in construction contracts (ATV) Road construction Asphalt surfacings DIN 18560 (all parts), Floor screeds in building construction DIN 18560-2, Floor screeds in building construction Part 2: Floor screeds and heating floor screeds

15、 on insulation layers DIN 18560-3, Floor screeds in building construction Part 3: Bonded screed DIN 18560-4, Floor screeds in building construction Part 4: Unbonded screed DIN 18560-7, Floor screeds in building construction Part 7: Heavy duty screed DIN EN 12591, Bitumen and bituminous binders Speci

16、fications for paving grade bitumen DIN EN 13108-4, Bituminous mixtures Material specifications Part 4: Hot rolled asphalt DIN EN 13162, Thermal insulation products for buildings Factory-made mineral wool (MW) products Specification DIN EN 13165, Thermal insulation products for buildings Factory-made

17、 rigid polyurethane foam (PU) products Specification DIN EN 13166, Thermal insulation products for buildings Factory-made phenolic foam (PF) products Specification DIN EN 13167, Thermal insulation products for buildings Factory-made cellular glass (CG) products Specification DIN EN 13169, Thermal in

18、sulation products for buildings Factory-made expanded perlite boards (EPB) products Specification DIN EN 13170, Thermal insulation products for buildings Factory-made products of expanded cork (ICB) Specification DIN EN 13171, Thermal insulation products for buildings Factory-made wood fibre (WF) pr

19、oducts Specification DIN EN 13305, Bitumen and bituminous binders Framework for specification of hard industrial bitumen DIN EN 14023, Bitumen and bituminous binders Framework specification for polymer modified bitumens DIN EN 14879-3, Organic coating systems and linings for protection of industrial

20、 apparatus and plants against corrosion caused by aggressive media Part 3: Coatings on concrete components DIN 18354:2016-09 4 Contents Page 0 Details required for drafting the specification of works . 4 1 Scope 7 2 Materials and components . 7 3 Execution of work 8 4 Associated tasks and special ta

21、sks 11 5 Settlement of accounts 12 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 19

22、60) 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 No information is required supplementary to that specified in DIN 18299, subclause 0.1

23、. 0.2 Details of execution of work 0.2.1 Type, position, thickness of screed or topping, and laying technique used, accounted for separately for each storey. Its intended application, the anticipated loading to which it will be subjected (particularly imposed loads), and the type of flooring to be a

24、pplied. 0.2.2 Any exceptional indoor temperatures. 0.2.3 Special requirements with respect to the resistance of the screed or topping to acids, lyes, oil, grease, petrol, etc. DIN 18354:2016-09 5 0.2.4 Type and strength of base, condition of its surface, and angle of any slope. 0.2.5 Any requirement

25、s regarding preparation of the base (e.g. derusting steel bases, abrasive blast-cleaning). 0.2.6 Type, position and sizes of insulating, separating, waterproofing and protective layers present or to be placed. 0.2.7 Any requirements relating to fire and radiation protection, damp-proofing, sound and

26、 thermal insulation and electrical conductivity. 0.2.8 Type, position, surface area and thickness of any infill for the base. 0.2.9 Fall to which flooring is to be laid. Any datums to be observed. 0.2.10 Type, design, location and number of edgings and connections to/junctions with structures and ot

27、her building elements. 0.2.11 Type, number, design, location and dimensions of structural, isolating and movement joints. Type and extent of anticipated movement within structure. 0.2.12 Design and any sectionalizing of surfaces. Joint design and laying pattern. 0.2.13 Any surface treatment required

28、. 0.2.14 Special requirements with regard to joint fillers, joint formers and edge formers. 0.2.15 Number, type, location and dimensions of openings to be made or closed. Any placing of asphalt around openings. 0.2.16 Type, location, number and dimensions of fitments. 0.2.17 Any special protection o

29、f components, fixtures, furniture, etc. 0.2.18 Any separate working of partial areas prior or subsequent to the main work. 0.2.19 Any trimming of excess flanking strip at edges. 0.2.20 Type and number of samples requested. 0.2.21 Type, location, number and dimensions of required mock-ups. 0.2.22 Any

30、 provisos on the part of the client with regard to the siting of asphalt mixers and cauldrons. 0.2.23 Any experts opinion to be taken into consideration in doing the work. 0.2.24 Supply of any layout plans. 0.3 Details not included in the specifications of this standard 0.3.1 If specifications are t

31、o be made that are not included in the specifications of this standard, they shall be described separately and clearly in the specification of works. DIN 18354:2016-09 6 0.3.2 Such specifications may be of particular relevance in: subclause 3.1.3, if mastic asphalt screed and toppings are not to be

32、laid level, subclause 3.1.11, if surfaces of mastic asphalt screed and toppings are not to be sand-rubbed but are to be given a different treatment, subclause 3.7.2, if torch-on felts or waterproofing layers other than specified are to be used. 0.4 Details of associated tasks and special tasks No de

33、tails 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: 0.5.1 Area (m2), accounted for separately according to type of construction and dimensions: preparation and infilli

34、ng of the base, fitting of insulating, separating, waterproofing and protective layers, fitting of mastic asphalt screed and toppings, surface treatment. 0.5.2 Length (m), accounted for separately according to type of construction and dimensions: making of toppings on steps, making of seals over mov

35、ement joints, leaving joints open in screed and toppings, joint filling, fitting of strip joint formers, edge formers, stop beads and dividing battens, making of welts, working around or to, or joining to, holes individually measuring 0,1 m2. 0.5.3 Number of items, accounted for separately according

36、 to type of construction and dimensions: making of toppings on steps, making of connections to waterproofing layers at adjacent components, working around or closing of holes individually measuring 0,1 m2, making of corners of strip joint formers and edge formers, fitting of doormat frames, etc., ma

37、king and closing of openings or recesses. 0.5.4 Mass (kg, t), accounted for separately according to type of construction and dimensions, for infilling of base. DIN 18354:2016-09 7 1 Scope 1.1 This standard specifies requirements relating to the laying of mastic asphalt screed as specified in DIN 185

38、60 (all parts), the use of mastic asphalt to protect waterproofing as specified in DIN 18195-10, mastic asphalt in combination with waterproofing work as specified in DIN 18195-5, the laying of mastic asphalt screed as specified in DIN EN 14879-3, the preparation of impervious mastic asphalt coating

39、s and linings of tanks or containers in contact with water polluting agents. 1.2 This standard does not cover work involving surfacings on roads or road surfacings on bridges (see DIN 18317). 1.3 DIN 18299, clauses 1 to 5 shall also apply. In cases where the specifications of DIN 18299 contradict th

40、e present standard, DIN 18354 shall take precedence. 2 Materials and components The specifications of DIN 18299, clause 2 shall be supplemented as follows: The DIN Standards and other requirements given below cover the most commonly used materials and components: 2.1 Bitumen and lake asphalt DIN EN

41、12591 DIN EN 13305 DIN EN 14023 Lake asphalt shall comply with the specifications of DIN EN 13108-4. 2.2 Mix The job-mix formula shall be at the contractors discretion, to be selected taking into due consideration the purpose the mix is to serve, the local climate, site conditions, imposed and other

42、 loads. 2.3 Waterproofing material DIN 18195-2 2.4 Insulating materials DIN EN 13162 DIN EN 13165 DIN EN 13166 DIN EN 13167 DIN 18354:2016-09 8 DIN EN 13169 DIN EN 13170 DIN EN 13171 Insulating material not conforming to standards (e.g. boards or granular, foamed or expanded aggregate) may be used,

43、provided proof of its suitability has been provided in accordance with the building inspectorate approval procedures. 2.5 Membranes and separating layers Membranes and separating layers shall be made from materials conforming to: DIN 18195-2 DIN 18560-2 DIN 18560-4 3 Execution of work The specificat

44、ions of DIN 18299, clause 3 shall be supplemented as follows. 3.1 General 3.1.1 Reservations according to VOB/B (DIN 1961), 4, clause 3 could involve in particular the following: any discrepancies between the conditions on site and those declared in the specifications, any missing datums, bases not

45、satisfying the requirements of DIN 18195 (all parts) and DIN 18560 (all parts), bases which are not level, or which deviate from the slope that is required for practical reasons, are at the incorrect level, have surface irregularities in the base/background exceeding the tolerances specified in DIN

46、18202, have holes or cracks, have frozen, damp, oily or soiled surfaces, or have remains of plaster, mortar, concrete or paint on their surface, inadequate rounding of corners, edges and fillets, inappropriate type, design and location of movement joints and penetrating components, any lack of drain

47、age facilities. 3.1.2 The base receiving mastic asphalt screed and toppings and waterproofing layers shall be frost-free. DIN 18354:2016-09 9 3.1.3 Mastic asphalt screed and toppings shall be laid level. 3.1.4 Mastic asphalt more than 40 mm thick shall be laid in more than one layer. 3.1.5 Departure

48、s from the dimensions specified are permitted subject to their compliance with the tolerances given in DIN 18202. Surface irregularities, visible in glancing light, are permitted subject to their compliance with the tolerances given in DIN 18202. If surfaces are required to conform to requirements regarding flatness more stringent than specified in DIN 18202:2013-04, Table 3, line 4, or to other more stringent requirements regarding dimensional accuracy specified in the same standard, the work involved counts as