BS EN 14693-2017 Flexible sheets for waterproofing Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles Determination of the behaviour of bitu防.pdf

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1、Flexible 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 asphaltBS EN 14693:2017BSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/201

2、3 15:06National forewordThis British Standard is the UK implementation of BS EN 14693:2017. It supersedes BS EN 14693:2006, which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/546, Flexible sheets for waterproofing and water vapour control.A list of orga

3、nizations represented on this committee 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 its correct application. The British Standards Institution 2017 Published by BSI Standards Limited 20

4、17ISBN 978 0 580 94822 0ICS 91.100.50Compliance with a British Standard cannot confer immunity from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 September 2017.Amendments/corrigenda issued since publicationDate Text af

5、fected BRITISH STANDARDBS EN 14693:2017EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 14693April 2017ICS 91.100.50 Supersedes EN 14693:2006EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGCEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brus

6、sels 2017 CEN Ref. No. EN 14693:2017: EAll rights of exploitation in any form and by any means reserved worldwide for CEN national MembersFlexible sheets for waterproofing - Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles - Determination of the behaviour of

7、 bitumen sheets during application of mastic asphaltFeuilles souples dtanchit - tanchit des tabliers de ponts en bton et autres surfaces en bton circulables par les vhicules - Dtermination du comportement des feuilles dtanchit lors de lapplication de lasphalte coulAbdichtungsbahnen - Abdichtung von

8、Betonbrcken und anderen Verkehrsflchen auf Beton - Bestimmung des Verhaltens von Bitumenbahnen bei Anwendung von GussasphaltThis European Standard was approved by CEN on 6 February 2017.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for givin

9、g this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.This European Standard exists in three offici

10、al versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.CEN members are the national standards bodies of Au

11、stria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Sp

12、ain, Sweden, Switzerland, Turkey and United Kingdom.English VersionEN 14693:2017 (E)European forewordThis document (EN 14693:2017) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which is held by NEN.This European Standard shall be given th

13、e status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2017, and conflicting national standards shall be withdrawn at the latest by October 2017.Attention is drawn to the possibility that some of the elements of this document may be th

14、e subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights.This document supersedes EN 14693:2006.The significant technical change are the new reference to prEN 17048 at Clause 2, Normative references, and substitution of the terms “bitumen sheet” wit

15、h the generic wording “waterproofing sheet” at every clause where needed, including the title.According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus,

16、 Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the U

17、nited Kingdom.2BS EN 14693:2017EN 14693:2017 (E)IntroductionThe purpose of the test is to determine the behaviour of the waterproofing sheet which is in contact with the mastic asphalt during application.3BS EN 14693:2017EN 14693:2017 (E)4BS EN 14693:2017EN 14693:2017 (E)European foreword 2Introduct

18、ion . 3European foreword 6Introduction .71 Scope . 92 Normative references 93 Terms and definitions . 94 Test methods . 94.1 Principle 94.2 Apparatus and materials 94.2.4 UV lighting equipment. 104.2.9 Spirit level. 104.2.10 Saw. .104.2.11 Float for mastic asphalt. . 104.2.12 Screw clamps. 104.2.13

19、Transparent foil. 104.3 Preparation of test specimens 104.4 Procedure . 104.5 Measurements 114.5.1 Determination of surface proportion of any sheet compound specks on the surface of the mastic asphalt 114.5.2 Determination of the thickness of the sheet after pouring the mastic asphalt .124.5.3 Deter

20、mination of sheet compound inclusions in the mastic asphalt 124.6 Evaluation and expression of results 134.6.1 Sheet compound specks on the surface of the mastic asphalt 134.6.2 Changes in thickness of the sheet after pouring of the mastic asphalt 134.6.3 Sheet compound inclusions in the mastic asph

21、alt .144.7 Precision of the test method. 144.8 Test report 145Contents PageBS EN 14693:2017EN 14693:2017 (E)European forewordThis document (EN 14693:2017) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing”, the secretariat of which is held by NEN.This European St

22、andard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2017, and conflicting national standards shall be withdrawn at the latest by October 2017.Attention is drawn to the possibility that some of the elements of

23、 this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights.This document supersedes EN 14693:2006.The significant technical change are the new reference to prEN 17048 at Clause 2, Normative references, and substitution of the t

24、erms “bitumen sheet” with the generic wording “waterproofing sheet” at every clause where needed, including the title.According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bu

25、lgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switz

26、erland, Turkey and the United Kingdom.6BS EN 14693:2017EN 14693:2017 (E)IntroductionThe purpose of the test is to determine the behaviour of the waterproofing sheet which is in contact with the mastic asphalt during application.7BS EN 14693:2017EN 14693:2017 (E)8BS EN 14693:2017EN 14693:2017 (E)1 Sc

27、opeThis European Standard is applicable to waterproofing sheets intended for use with a layer of mastic asphalt.This European Standard specifies a test method for the evaluation of the resistance of waterproofing sheets to the rising of the sheet at the application of mastic asphalt in a non-floatin

28、g manner.NOTE This European Standard can also be used for waterproofing sheets intended for use with other asphalt types as a protection layer.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. Fo

29、r dated references, only the edition cited applies. For undated references, 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 waterproofingEN

30、13375, Flexible sheets for waterproofing Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles Specimen preparationEN 13416, Flexible sheets for waterproofing Bitumen, plastic and rubber sheets for roof waterproofing Rules for samplingEN 14695, Flexible sheets fo

31、r waterproofing Reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete Definitions and characteristicsprEN 17048, Flexible sheets for waterproofing Plastic and rubber sheets for waterproofing of concrete bridge decks and other trafficked areas of

32、concrete Definitions and characteristics3 Terms and definitionsFor the purposes of this document, the terms and definitions given in EN 13375, EN 14695 and prEN 17048.4 Test methods4.1 PrincipleMastic asphalt, with a temperature of 220 C, is poured on the waterproofing sheet and the following points

33、 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 waterproofing sheet.4.2 Apparatus and materials4.2.1 Mastic asphalt, in accordance with EN 13375, with a substitution

34、of 4 % to 5 % by mass of filler by iron oxide powder (Fe2O3).4.2.2 Mastic asphalt boiler, with motor-driven stirring device and indirect heating.9BS EN 14693:2017EN 14693:2017 (E)4.2.3 Stereo optical measuring instrument, with tenfold magnification and a reading accuracy of 0,1 mm.4.2.4 UV lighting

35、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 temperature, with an accuracy of 1 C.4.2.8 Layer of dry sand, with a depth of

36、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 specimensTake samples and test specimens in accordance with EN 13416, the dimensions of the test specimens are (400 10) mm (400 10) mm. Ensur

37、e 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 Procedure4.4.1 Condition the sand layer, the concrete slab and the test specimen for at least 24 h

38、 at (23 2) C.10 BS EN 14693:2017EN 14693:2017 (E)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.Key1 mastic asphalt boiler2 mastic asphalt3 pouring height4 frame5 test specimen6 concrete slabFigure

39、1 Illustration of pouring4.4.3 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.4.4.5 Ensure that the temperature of the mastic asphalt on leaving the boiler

40、is (220 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, and leave to cool for at least eight hours after pouring. After cooling, remove

41、 the frame.4.5 Measurements4.5.1 Determination of surface proportion of any sheet compound specks on the surface of the mastic asphalt4.5.1.1 Determine the mass of the square partial surface of the transparent foil with an area of (50 1) mm (50 1) mm, m1.4.5.1.2 Visually determine a square partial s

42、urface 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 illumination is recommended.11BS EN 14693:2017EN 14693:2017 (E)4.5.1.3 Mark the sheet compound specks of this partial su

43、rface 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 asphalt4.5.2.1 Saw the test specimen (made up of the concrete slab, sheet and mastic asphalt) parallel to the

44、 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 the edge of the mastic asphalt. Apply the marks vertically to the upper con

45、crete 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 the sheet, the mastic asphalt and the concrete slab respectively with a p

46、ointed 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 sheet by the reference thickness.4.5.2.5 Calculate the arithmetic mean of

47、the thickness of each test specimen to an accuracy of 0,1 mm.4.5.3 Determination of sheet compound inclusions in the mastic asphalt4.5.3.1 After a waiting period of at least 48 h, visually determine at both cutting edges of the test specimen any inclusions of sheet compounds, either bonded or not bo

48、nded to the sheet.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 Sheet compound inclusions of a maximum height 12 mm from the underside of the sheet that are bonded to the

49、 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.12 BS EN 14693:2017EN 14693:2017 (E)Key1 with sheet non bonded inclusions2 with sheet bonded inclusions3 mastic asphalt4 sheet5 concrete slaba size of non bonded inclusionsb height of bonded inclusionsFigure 2 Illustration of inclusions4.6 Evaluation and expression of results4.6.1 Sheet compound specks on the surface of the mastic asphaltCalculate for ea