1、July 2017 English price group 8No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 91.100.50!%gg3“2686816www.din.deDIN
2、EN 14693Flexible 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 asphalt;English version EN 14693:2017,English translation of DIN EN 14693:2017-07Abdichtu
3、ngsbahnen Abdichtung von Betonbrcken und anderen Verkehrsflchen auf Beton Bestimmung des Verhaltens von Bitumenbahnen bei Anwendung von Gussasphalt;Englische Fassung EN 14693:2017,Englische bersetzung von DIN EN 14693:2017-07Feuilles souples dtanchit tanchit des tabliers de ponts en bton et autres s
4、urfaces en bton circulables par les vhicules Dtermination du comportement des feuilles dtanchit lors de lapplication de lasphalte coul;Version anglaise EN 14693:2017,Traduction anglaise de DIN EN 14693:2017-07SupersedesDIN EN 14693:200611www.beuth.deDocument comprises 12 pagesDTranslation by DIN-Spr
5、achendienst.In case of doubt, the German-language original shall be considered authoritative.06.17 DIN EN 14693:2017-07 2 A comma is used as the decimal marker. National foreword This document (EN 14693:2017) has been prepared by Technical Committee CEN/TC 254 “Flexible sheets for waterproofing” (Se
6、cretariat: NEN, Netherlands). The responsible German body involved in its preparation was DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-02-96 AA “Waterproofing of concrete bridge decks and other trafficked surfaces (national mirror co
7、mmittee to CEN/TC 254/WG 6)”. Amendments This standard differs from DIN EN 14693:2006-11 as follows: a) in Clause 2 “Normative references”, a reference to prEN 17048 has been included; b) the term “bitumen sheet” has been replaced by the generic wording “waterproofing sheet” throughout the standard
8、and in its title. Previous editions DIN EN 14693: 2006-11 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 14693 April 2017 ICS 91.100.50 Supersedes EN 14693:2006English Version Flexible sheets for waterproofing - Waterproofing of concrete bridge decks and other concrete surfaces trafficable by
9、vehicles - Determination of the behaviour of bitumen sheets during application of mastic asphalt Feuilles 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 lasp
10、halte coul Abdichtungsbahnen - Abdichtung von Betonbrcken und anderen Verkehrsflchen auf Beton - Bestimmung des Verhaltens von Bitumenbahnen bei Anwendung von Gussasphalt This European Standard was approved by CEN on 6 February 2017. CEN members are bound to comply with the CEN/CENELEC Internal Regu
11、lations which stipulate the conditions for giving 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 memb
12、er. This European Standard exists in three official 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. C
13、EN members are the national standards bodies of Austria, 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,
14、 Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2017 CEN All rights of exploita
15、tion in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14693:2017 EEN 14693:2017 (E) 2 Contents Page European foreword . 3 Introduction 4 1 Scope 5 2 Normative references 5 3 Terms and definitions . 5 4 Test methods 5 4.1 Principle . 5 4.2 Apparatus and materials
16、5 4.3 Preparation of test specimens 6 4.4 Procedure. 6 4.5 Measurements 7 4.5.1 Determination of surface proportion of any sheet compound specks on the surface of the mastic asphalt 7 4.5.2 Determination of the thickness of the sheet after pouring the mastic asphalt 8 4.5.3 Determination of sheet co
17、mpound inclusions in the mastic asphalt . 8 4.6 Evaluation and expression of results . 9 4.6.1 Sheet compound specks on the surface of the mastic asphalt 9 4.6.2 Changes in thickness of the sheet after pouring of the mastic asphalt 9 4.6.3 Sheet compound inclusions in the mastic asphalt . 10 4.7 Pre
18、cision of the test method 10 4.8 Test report 10 DIN EN 14693:2017-07 EN 14693:2017 (E) 3 European foreword This 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 g
19、iven 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 this document m
20、ay 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 terms “bitumen
21、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, Bulgaria, Croat
22、ia, 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, Switzerland, Turke
23、y and the United Kingdom. DIN EN 14693:2017-07 EN 14693:2017 (E) 4 Introduction The purpose of the test is to determine the behaviour of the waterproofing sheet which is in contact with the mastic asphalt during application. DIN EN 14693:2017-07 EN 14693:2017 (E) 5 1 Scope This European Standard is
24、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-floating manner. NOTE This European
25、 Standard can also be used for waterproofing sheets intended for use with other asphalt types as a protection layer. 2 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
26、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 waterproofing EN 13375, Flexible she
27、ets for waterproofing - Waterproofing of concrete 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 EN 14695, Flexible sheets for waterpr
28、oofing - Reinforced bitumen sheets for waterproofing of concrete bridge decks and other trafficked areas of concrete - Definitions and characteristics prEN 17048, Flexible sheets for waterproofing - Plastic and rubber sheets for waterproofing of concrete bridge decks and other trafficked areas of co
29、ncrete - Definitions and characteristics 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13375, EN 14695 and prEN 17048. 4 Test methods 4.1 Principle Mastic asphalt, with a temperature of 220 C, is poured on the waterproofing sheet and the following p
30、oints 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 materials 4.2.1 Mastic asphalt, in accordance with EN 13375, with a substi
31、tution 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. DIN EN 14693:2017-07 EN 14693:2017 (E) 6 4.2.3 Stereo optical measuring instrument, with tenfold magnification and a reading accuracy of 0,1 mm. 4
32、.2.4 UV 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 temperature, with an accuracy of 1 C. 4.2.8 Layer of dry s
33、and, 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 13416, the dimensions of the test specimens are (4
34、00 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 Condition the sand layer, the concrete slab and the
35、 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. DIN EN 14693:2017-07 EN 14693:2017 (E) 7 Key 1 mastic asphalt boiler 2 mastic asphalt 3 pouring height 4
36、 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. 4.4.5 Ensure that the tempera
37、ture of the mastic asphalt on leaving the boiler 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
38、 eight hours after pouring. After cooling, remove the frame. 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 transparent foil with an area of (50 1) mm (50 1)
39、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 illumination is recommended. 4.5.1.3 Mark the sheet compound specks
40、 of this partial surface on transparent foil and cut out the specks. DIN EN 14693:2017-07 EN 14693:2017 (E) 8 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 (made up
41、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 the edge of
42、 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 the shee
43、t, 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 sheet by
44、 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 After a waiting period of at least 48 h, visually determine at both cutting edges of the tes
45、t specimen any inclusions of sheet compounds, either bonded or not bonded 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 maxi
46、mum 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. DIN EN 14693:2017-07 EN 14693:2017 (E) 9 Key 1 with sheet non bonded inclusions 2 with she
47、et 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 specimen t
48、he 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 transparent
49、 foil, in grams g. The result is the arithmetic mean of the two measurements, rounded to 5 %. 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) DIN EN 14693:2017-07 EN 14693:2017 (E) 10 where t are the changes in thickness mm; t0is the reference thickness of the sheet,
