EN 14693-2006 en Flexible sheets for waterproofing - Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles - Determination of the behaviour of .pdf

1、BRITISH STANDARDBS EN 14693:2006Flexible sheets for waterproofing Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles Determination of the behaviour of bitumen sheets during application of mastic asphaltThe European Standard EN 14693:2006 has the status of a Br

2、itish StandardICS 91.100.50g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 14693:2006This British Standard was published under the authority o

3、f the Standards Policy and Strategy Committee on 31 October 2006 BSI 2006ISBN 0 580 49450 0National forewordThis British Standard was published by BSI. It is the UK implementation of EN 14693:2006.The UK participation in its preparation was entrusted by Technical Committee B/546, Flexible sheets for

4、 waterproofing and water vapour control, to Subcommittee B/546/9, Bridge deck waterproofing.A list of organizations represented on B/546/9 can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for it

5、s correct application.Compliance with a British Standard cannot confer immunity from legal obligations.Amendments issued since publicationAmd. No. Date CommentsEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 14693September 2006ICS 91.100.50English VersionFlexible sheets for waterproofing - Waterpr

6、oofing of concretebridge decks and other concrete surfaces trafficable by vehicles- Determination of the behaviour of bitumen sheets duringapplication of mastic asphaltFeuilles souples dtanchit - Etanchit des ponts etautres surfaces en bton circulables par les vhicules -Dtermination du comportement

7、des feuilles en bitume lorsde lapplication de lasphalte coulAbdichtungsbahnen - Abdichtungen fr Betonbrcken undandere Verkehrsflchen auf Beton - Bestimmung desVerhaltens von Bitumenbahnen bei Anwendung vonGussasphaltThis European Standard was approved by CEN on 14 November 2005.CEN members are bound

8、 to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Centr

9、al Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the

10、 officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, S

11、pain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Me

12、mbers.Ref. No. EN 14693:2006: EEN 14693:2006 (E) 2 Contents page Foreword3 Introduction .4 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 Test methods5 4.1 Principle5 4.2 Apparatus and materials.6 4.3 Preparation of test specimens .6 4.4 Procedure .6 4.5 Measurements8 4.6 Evaluation

13、 and expression of results9 4.7 Precision of the test method 10 4.8 Test report 10 EN 14693:2006 (E) 3 Foreword This European Standard (EN 14693:2006) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which is held by BSI. This European Stand

14、ard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by March 2007, and conflicting national standards shall be withdrawn at the latest by March 2007. According to the CEN/CENELEC Internal Regulations, the national standard

15、s organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Roman

16、ia, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 14693:2006 (E) 4 Introduction The purpose of the test is to determine the behaviour of the bitumen sheet which is in contact with the mastic asphalt during application. EN 14693:2006 (E) 5 1 Scope This European Standard is app

17、licable to bitumen sheets intended for use with a layer of mastic asphalt. This European Standard specifies a test method for the evaluation of the resistance of bitumen sheets to the rising of the bitumen compound at the application of mastic asphalt in a non-floating manner. Note This European Sta

18、ndard could also be used for bitumen sheets intended for use with other asphalt types as a protection layer. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated re

19、ferences, the latest edition of the referenced document (including any amendments) applies. EN 1849-1, Flexible sheets for waterproofing Determination of thickness and mass per unit area Part 1: Bitumen sheets for roof waterproofing EN 13375:2004, Flexible sheets for waterproofing Waterproofing of c

20、oncrete bridge decks and other concrete surfaces trafficable by vehicles Specimen preparation EN 13416, Flexible sheets for waterproofing Bitumen, plastic and rubber sheets for roof waterproofing Rules for sampling prEN 14695:2003, Flexible sheets for waterproofing Reinforced bitumen sheets for wate

21、rproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles Definitions and characteristics 3 Terms and definitions For the purposes of this European Standard, the terms and definitions given in EN 13375:2004 and prEN 14695:2003 apply. 4 Test methods 4.1 Principle Mastic a

22、sphalt, with a temperature of 250 C, is poured on bitumen sheet and the following points are determined: quantity of sheet-compound specks on the surface of the mastic asphalt; quantity of sheet-compound inclusions within the mastic asphalt; changes in thickness of the bitumen sheet. EN 14693:2006 (

23、E) 6 4.2 Apparatus and materials 4.2.1 Mastic asphalt, in accordance with EN 13375, with an addition of 4 % to 5 % by mass iron oxide powder (Fe2O3). 4.2.2 Mastic asphalt boiler, with motor-driven stirring device and oil-fired jacket heating. 4.2.3 Stereo optical measuring instrument, with tenfold m

24、agnification and a reading accuracy of 0,1 mm. 4.2.4 UV-C lighting equipment. 4.2.5 Concrete slab, in accordance with EN 13375 (400 10) mm (400 10) mm, thickness (45 5) mm. 4.2.6 Frame, internal dimensions (350 10) mm (350 10) mm, height of frame (40 2) mm. 4.2.7 Equipment for measuring the temperat

25、ure, with an accuracy of 1 C. 4.2.8 Layer of dry sand, with a depth of 80 mm to 100 mm natural sand. 4.2.9 Spirit level. 4.2.10 Saw. 4.2.11 Float for mastic asphalt. 4.2.12 Screw clamps. 4.2.13 Transparent foil. 4.3 Preparation of test specimens Take samples and test specimens in accordance with EN

26、13416, the dimensions of the test specimens are (400 10) mm (400 10) mm. Ensure that the test specimens are without any mechanical damage. The thickness of the sheet, determined in accordance with EN 1849-1, shall be known (reference thickness). Two concrete slabs are required. 4.4 Procedure 4.4.1 C

27、ondition the sand layer, the concrete slab and the test specimen for at least 24 h at (23 2) C. 4.4.2 Place the test specimen onto the concrete slab. Position the frame on top of the test specimen and concrete slab, and fix it with screw clamps. EN 14693:2006 (E) 7 Key 1 mastic asphalt boiler 2 mast

28、ic asphalt 3 pouring height 4 frame 5 test specimen 6 concrete slab Figure 1 Illustration of pouring 4.4.3 Lay the concrete slab with test specimen on the sand layer, and level it by means of the spirit level. 4.4.4 Pour the mastic asphalt and distribute it softly using the float to fill the frame.

29、4.4.5 Ensure that the temperature of the mastic asphalt on leaving the boiler is (250 3) C before pouring, and also that the pouring height of the mastic asphalt from the upper surface of the test specimen is between 100 mm and 150 mm. Complete the pouring of the mastic asphalt within two minutes, a

30、nd leave to cool for at least eight hours after pouring. After cooling, remove the frame. EN 14693:2005 (E) 8 4.5 Measurements 4.5.1 Determination of surface proportion of any sheet compound specks on the surface of the mastic asphalt 4.5.1.1 Determine the mass of the square partial surface of the t

31、ransparent foil with an area of (50 1) mm (50 1) mm, m1. 4.5.1.2 Visually determine a square partial surface of (50 1) mm (50 1) mm of the mastic asphalt surface, on which the total area taken up by the sheet compound specks holds the biggest share. In case of doubt, the use of UV-C illumination is

32、recommended. 4.5.1.3 Mark the sheet compound specks of this partial surface on transparent foil and cut out the specks. 4.5.1.4 Determine the mass of the cut-out segments of the foil, m2.4.5.2 Determination of the thickness of the sheet after pouring the mastic asphalt 4.5.2.1 Saw the test specimen

33、(made up of the concrete slab, sheet and mastic asphalt) parallel to the lateral face into three equal parts. Use the middle part as a test specimen for further testing. 4.5.2.2 Make fine pencil marks at each 25 mm on both cut surfaces of the test specimen. The first mark shall be made 10 mm from th

34、e edge of the mastic asphalt. Apply the marks vertically to the upper concrete surface on both sides of the sheet. 4.5.2.3 Determine the thickness of the sheet at each pencil mark to an accuracy of 0,1 mm in the stereo optical measuring instrument. In cases of doubt, determine the borderline between

35、 the sheet, the mastic asphalt and the concrete slab respectively with a pointed object. Any mineral particles distributed from the sheet surface protection shall be considered as part of the sheet. 4.5.2.4 Substitute any determined individual value that is bigger than the reference thickness of the

36、 sheet by the reference thickness. 4.5.2.5 Calculate the arithmetic mean of the thickness of each test specimen to an accuracy of 0,1 mm. 4.5.3 Determination of sheet compound inclusions in the mastic asphalt 4.5.3.1 Visually determine at both cutting edges of the test specimen any inclusions of she

37、et compounds, either bonded or not bonded to the sheet. In case of doubt, the use of UV-C illumination is recommended. 4.5.3.2 Such inclusions of a size 7 mm (distance between the extreme points of the inclusions) that are not bonded to the sheet shall be marked and counted accordingly. 4.5.3.3 Shee

38、t compound inclusions of a maximum height 12 mm from the underside of the sheet that are bonded to the sheet, shall be marked and counted accordingly. 4.5.3.4 The total number of both types of inclusions on each test specimen is calculated. EN 14693:2005 (E) 9 Key 1 with sheet non bonded inclusions

39、2 with sheet bonded inclusions 3 mastic asphalt 4 sheet 5 concrete slab a size of non bonded inclusions b height of bonded inclusions Figure 2 Illustration of inclusions 4.6 Evaluation and expression of results 4.6.1 Sheet compound specks on the surface of the mastic asphalt Calculate for each test

40、specimen the relative surface proportion of the specks on the surface, stating it as a percentage of the partial surface. %10012=mms (1) where s is the relative surface proportion of the sheet compound specks %; m1is the mass of transparent foil 50 mm 50 mm in grams g; m2is the mass of the cut-out t

41、ransparent foil, in grams g. The result is the arithmetic mean of the two measurements, rounded to 5 %. EN 14693:2005 (E) 10 4.6.2 Changes in thickness of the sheet after pouring of the mastic asphalt Calculate the changes in thickness and round to an accuracy of 0,1 mm. 2210tttt+= (2) where t are t

42、he changes in thickness mm; t0is the reference thickness of the sheet, determined in accordance with EN 1849-1 mm; t1is the arithmetic mean of the thickness of the sheet in test specimen 1, in millimetres mm; t2is the arithmetic mean of the sheet in test specimen 2, in millimetres mm. 4.6.3 Sheet co

43、mpound inclusions in the mastic asphalt The arithmetic mean of the number of inclusions in the two test specimens shall be calculated and rounded to the nearest whole number. 221iii+= (3) where i is the arithmetic mean of the number of inclusions -; i1is the number of inclusions on test specimen 1 -

44、; i2is the number of inclusions on test specimen 2 -. 4.7 Precision of the test method No precision data is currently available. 4.8 Test report The test report shall include at least the following: a) all details necessary to identify the product tested; b) reference to this European Standard and a

45、ny deviation from it; c) information about preparation of test specimens in accordance with 4.3; d) information about the procedure in accordance with 4.5; e) test results according to 4.6: - Relative surface proportion of sheet compound specks; - Changes in thickness of the sheet; - arithmetic mean

46、 of the number of sheet compound inclusions in the mastic asphalt; EN 14693:2005 (E) 11 f) dates of delivery and preparation of test specimens; g) date of tests. BS EN 14693:2006BSI389 Chiswick High RoadLondonW4 4ALBSI British Standards InstitutionBSI is the independent national body responsible for

47、 preparing British Standards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter.RevisionsBritish Standards are updated by amendment or revision. Users of British Standards should make sure that they possess the latest amendments or edi

48、tions.It is the constant aim of BSI to improve the quality of our products and services. We would be grateful if anyone finding an inaccuracy or ambiguity while using this British Standard would inform the Secretary of the technical committee responsible, the identity of which can be found on the in

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