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Tiêu đề Flexible Sheets For Waterproofing — Waterproofing Of Concrete Bridge Decks And Other Concrete Surfaces Trafficable By Vehicles — Determination Of Bond Strength
Trường học Southeast University
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Năm xuất bản 2005
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www bzfxw com BRITISH STANDARD BS EN 13596 2004 Flexible sheets for waterproofing — Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles — Determination of bond s[.]

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BRITISH STANDARD BS EN

13596:2004

Flexible sheets for

waterproofing —

Waterproofing of

concrete bridge decks

and other concrete

surfaces trafficable by

vehicles —

Determination of bond

strength

The European Standard EN 13596:2004 has the status of a

British Standard

ICS 91.100.50; 93.080.20

12&23<,1*:,7+287%6,3(50,66,21(;&(37$63(50,77('%<&23<5,*+7/$:

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This British Standard was

published under the authority

of the Standards Policy and

Strategy Committee on

21 April 2005

© BSI 21 April 2005

ISBN 0 580 45878 4

National foreword

This British Standard is the official English language version of

EN 13596:2004

The UK participation in its preparation was entrusted by Technical Committee B/546, Flexible sheets for waterproofing and water vapour control,

to Subcommittee B/546/9, Bridge deck waterproofing, which has the responsibility to:

A list of organizations represented on this subcommittee can be obtained on request to its secretary

Cross-references

The British Standards which implement international or European

publications referred to in this document may be found in the BSI Catalogue

under the section entitled “International Standards Correspondence Index”, or

by using the “Search” facility of the BSI Electronic Catalogue or of British

Standards Online

This publication does not purport to include all the necessary provisions of a contract Users are responsible for its correct application

Compliance with a British Standard does not of itself confer immunity from legal obligations.

enquiries on the interpretation, or proposals for change, and keep the

UK interests informed;

promulgate them in the UK

Summary of pages

This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 8, an inside back cover and a back cover

The BSI copyright notice displayed in this document indicates when the document was last issued

Amendments issued since publication

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EUROPEAN STANDARD

NORME EUROPÉENNE

EUROPÄISCHE NORM

EN 13596

October 2004

ICS 91.100.50; 93.080.20

English version

Flexible sheets for waterproofing - Waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles

- Determination of bond strength

Feuilles souples d'étanchéité - Etanchéité des ponts et

autres surfacesen béton circulables par les véhicules

-Détermination de l'adhérence

Abdichtungsbahnen - Abdichtungssysteme auf Beton für Brücken und andere Verkehrsflächen - Bestimmung der

Abreißfestigkeit

This European Standard was approved by CEN on 8 August 2004.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations 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 Central 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 translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions.

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, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.

EUROPEAN COMMITTEE FOR STANDARDIZATION

C O M I T É E U R O P É E N D E N O R M A L I S A T I O N

E U R O P Ä I S C H E S K O M I T E E F Ü R N O R M U N G

Management Centre: rue de Stassart, 36 B-1050 Brussels

© 2004 CEN All rights of exploitation in any form and by any means reserved

worldwide for CEN national Members.

Ref No EN 13596:2004: E

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2

Contents

page

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 5

4.3 Preparation of test specimens 6

4.4 Procedure 7

4.5 Expression of results 8

5 Test report 8

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EN 13596:2004 (E)

3

Foreword

This document (EN 13596:2004) has been prepared by Technical Committee CEN /TC 254 "Flexible sheets for waterproofing", the secretariat of which is held by BSI

This European Standard shall be given the status of a national standard, either by publication of an identical text or

by endorsement, at the latest by April 2005, and conflicting national standards shall be withdrawn at the latest by July 2006

According to the CEN/CENELEC Internal Regulations, the national standards 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, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom

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4

Introduction

The purpose of the test is to determine the adhesive properties of the waterproofing system

Bond strength between the waterproofing sheet system and concrete substrate or asphalt layer can be determined

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EN 13596:2004 (E)

5

1 Scope

This document is one of a series of standards applicable to flexible sheets for waterproofing of concrete bridge decks and other concrete surfaces trafficable by vehicles

This document specifies a test method for the evaluation of the tensile bond strength properties of the waterproofing sheet system applied to a concrete surface and with an asphalt layer

2 Normative references

The following referenced documents are indispensable for the application of this document For dated references,

only the edition cited applies For undated references, the latest edition of the referenced document (including any

amendments) applies

EN 13416, Flexible sheets for waterproofing - Bitumen, plastic and rubber sheets for roof waterproofing - Rules for

sampling

EN 13375:2004, Flexible sheets for waterproofing – Waterproofing of concrete bridge decks and other concrete

surfaces trafficable by vehicles – Specimen preparation

prEN 14695:2003, Flexible sheets for waterproofing – Reinforced bitumen sheets for waterproofing of concrete

bridge decks and other concrete surfaces trafficable by vehicles – Definitions and characteristics

3 Terms and definitions

For the purposes of this document, the terms and definitions given in EN 13375:2004, prEN 14695:2003 and the following apply

bond strength

tensile stress at maximum force when testing the adhesion between different layers in a waterproofing system

4.1 Principle

The bond strength shall be measured using a tensile test equipment The tensile force shall be applied perpendicular to the test specimen, and the force required at failure shall be registered

4.2 Apparatus and materials

a) Tensile test machine, with force increasing rate control and automatic load recording, fitted with suitable clamps and base to ensure that the tensile force can be applied without momentum perpendicular to the test specimen

tolerance of 0,5 mm The steel plate shall be attached by suitable means (e.g screwed) to the tensile test machine Minimum thickness of steel plate shall be 10 mm from bottom of steel plate to bottom of screw hole

c) Suitable adhesive (e.g two part epoxy resin), for bonding the steel plates to the waterproofing sheet or the asphalt layer of the test specimen

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6

4.3 Preparation of test specimens

Samples and test pieces shall be taken in accordance with EN 13416

Compound specimen and test specimen preparations are described and specifications for base specimens and

asphalt layer mixes are given in EN 13375

Type 1 (waterproofing sheet and concrete):

Base specimen with the applied flexible sheet waterproofing shall be used if bond strength between waterproofing

sheet and concrete substrate is to be measured If the flexible sheet system consists of more than one sheet layer,

only the bottom sheet layer shall be applied and tested (Illustrated in Figure 1.)

Type 2 (waterproofing sheet and asphalt layer):

Flexible sheet sample applied with an asphalt layer shall be used if bond strength between waterproofing sheet and

asphalt layer is to be measured If the flexible sheet system consists of more than one sheet layer, only the top

sheet layer shall be applied with an asphalt layer and tested After preparation the compound specimen shall be

turned up side down (with the waterproofing facing upwards)

Type 3 (concrete, waterproofing system and asphalt layer):

Base specimen with the applied flexible sheet waterproofing system and asphalt layer shall be used if bond

strength of the complete waterproofing system and including the asphalt layer (the weakest link of the system) is to

be measured

After preparation of test specimen(s) according to EN 13375 and cooling to room temperature, steel plates (4.2 b)

shall be bonded to the upper surface of the test specimen (waterproofing sheet for type 1 and 2 or asphalt layer for

type 3) with a suitable adhesive (4.2 c)

For type 1 and 2 the test areas shall then be isolated by cutting the sheet along the sides of the steel plate down to

the concrete (type 1) or to the asphalt layer (type 2) Test specimen areas may be cut before bonding the steel

plates

At least three test areas shall be prepared and any preparation shall not affect the structure of the material

NOTE Enough test specimens should be prepared to ensure a minimum acceptable number of tests with an acceptable

type of failure If necessary the test area surface is prepared, before bonding the steel plates to the surface, by for instance

using a metal brush

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EN 13596:2004 (E)

7

Key

1 Steel plate

2 Waterproofing sheet

3 Concrete

Figure 1 — Example of equipment and specimen for determining bond strength (between waterproofing

sheet and concrete substrate)

4.4 Procedure

Prior to testing the test specimen shall be conditioned at test temperature for at least 24 hours

The test specimen is placed in the tensile test machine and the steel plate attached to the machine During testing

the steel plate is pulled with an increasing stress rate to assure an increase in tensile force of

together with the mode of failure

The following general modes of failure may occur for a system of flexible bitumen sheet and primer:

With an applied flexible sheet waterproofing system and asphalt layer failure may occur also:

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8

NOTE 1 Additionally other temperatures can be used if required

Three valid tests shall be carried out for each test temperature The mean bond strength shall be calculated from a

minimum of three accepted test results

The surface temperature shall be measured for each test area immediately after finishing the test

NOTE 2 The result of the test depends significantly on the test temperature

4.5 Expression of results

4.5.1 Method of calculation

equation:

where

The arithmetical mean value of the three test results shall be calculated

4.5.2 Precision of the test method

The precision of the test method is not specified

5 Test report

The test report shall include at least the following information:

a) all details necessary to identify the product tested and identification of the whole waterproofing system

including asphalt layer and application temperature, type and quantity of the primer;

b) a reference to this document (EN 13596) and any deviation from it;

c) information on preparation of test specimens in accordance with 4.3 and EN 13375, specimens prepared by

and witnessed by which organisation;

d) information about the procedure in accordance with Clause 4.4, test temperature, surface temperature and test

area;

e) the test results and failure mode according to Clause 4.5 for each individual test, mean value if relevant;

f) the dates of delivery and preparation of specimens;

g) the date of tests

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