EN 846-7:2012
(Main)Methods of test for ancillary components for masonry - Part 7: Determination of shear load capacity and load displacement characteristics of shear ties and slip ties (couplet test for mortar joint connections)
Methods of test for ancillary components for masonry - Part 7: Determination of shear load capacity and load displacement characteristics of shear ties and slip ties (couplet test for mortar joint connections)
This European Standard specifies the couplet method for determining the horizontal and vertical shear load resistance and load-deflection behaviour of shear ties and slip ties embedded in mortar joints. The test is intended for ties for connecting together two leaves of masonry forming a collar jointed wall or two walls at right angles. It also applies to ties used for connecting the edges of infill
panel walls to frames which encircle them.
Prüfverfahren für Ergänzungsbauteile für Mauerwerk - Teil 7: Bestimmung der Schubtragfähigkeit und der Steifigkeit von Mauerverbindern (Steinpaar-Prüfung in Mörtelfugen)
Diese Europäische Norm legt das Steinpaar-Verfahren zur Bestimmung der horizontalen und vertikalen Schubtragfähigkeit und des Durchbiegungsverhaltens von in Mörtelfugen eingebetteten Schub- und Gleitankern unter Last fest. Die Prüfung ist für Anker vorgesehen, die zwei Mauerwerksschalen einer zweischaligen Mauerwerkswand mit Längsfuge oder zwei rechtwinklig zueinander stehende Wände verbinden. Sie ist auch für Anker anwendbar, die zur Verbindung der Kanten von Füllwänden mit Rahmenkonstruktionen verwendet werden.
Méthodes d'essai des composants accessoires de maçonnerie - Partie 7: Détermination de la charge admissible au cisaillement et des caractéristiques effort-déformation des attaches résistant au cisaillement et des attaches de glissement (essai dans un joint de mortier entre deux éléments)
La présente Norme européenne spécifie la méthode d'essai pour la détermination de la charge admissible au cisaillement horizontal et vertical et du comportement effort/déformation d'attaches résistantes au cisaillement et au glissement ancrées dans des joints de mortier. Cet essai est conçu pour des attaches prévues pour relier deux parois parallèles de maçonnerie ou deux murs perpendiculaires. Il s'applique également à des attaches utilisées pour relier les bords de murs de remplissage aux cadres ou aux ossatures qui les entourent.
Metode preskušanja dodatnih komponent zidovine - 7. del: Ugotavljanje strižne nosilnosti in lastnosti sila-pomik zidnih veznih stremen, obremenjenih na strig in zdrs (preskus v malti med dvema zidakoma)
Ta evropski standard določa metodo z dvema zidakoma za ugotavljanje vodoravne in navpične strižne odpornosti ter lastnosti sila-pomik zidnih veznih stremen, obremenjenih na strig in zdrs, v malti med dvema zidakoma. Preskus je namenjen za vezna stremena za povezavo dveh slojev zidovine, ki tvorita spojeni zid ali dva zida pod pravimi koti. Uporablja se tudi za vezna stremena, ki so namenjena za povezavo robov panelnih zidov z okvirji, ki jih obkrožajo.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-oktober-2012
1DGRPHãþD
SIST EN 846-7:2001
Metode preskušanja dodatnih komponent zidovine - 7. del: Ugotavljanje strižne
nosilnosti in lastnosti sila-pomik zidnih veznih stremen, obremenjenih na strig in
zdrs (preskus v malti med dvema zidakoma)
Methods of test for ancillary components for masonry - Part 7: Determination of shear
load capacity and load displacement characteristics of shear ties and slip ties (couplet
test for mortar joint connections)
Prüfverfahren für Ergänzungsbauteile für Mauerwerk - Teil 7: Bestimmung der
Schubtragfähigkeit und der Steifigkeit von Mauerverbindern (Steinpaar-Prüfung in
Mörtelfugen)
Méthodes d'essai pour composants accessories de maçonnerie - Partie 7: Détermination
de la résistance et de la rigidité au cisaillement d'attaches rigides (essai dans un joint de
mortier entre deux éléments)
Ta slovenski standard je istoveten z: EN 846-7:2012
ICS:
91.080.30 Zidane konstrukcije Masonry
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EUROPEAN STANDARD
EN 846-7
NORME EUROPÉENNE
EUROPÄISCHE NORM
August 2012
ICS 91.080.30 Supersedes EN 846-7:2000
English Version
Methods of test for ancillary components for masonry - Part 7:
Determination of shear load capacity and load displacement
characteristics of shear ties and slip ties (couplet test for mortar
joint connections)
Méthodes d'essai des composants accessoires de Prüfverfahren für Ergänzungsbauteile für Mauerwerk - Teil
maçonnerie - Partie 7: Détermination de la charge 7: Bestimmung der Schubtragfähigkeit und der Steifigkeit
admissible au cisaillement et des caractéristiques effort- von Mauerverbindern (Steinpaar-Prüfung in Mörtelfugen)
déformation des attaches résistant au cisaillement et des
attaches de glissement (essai dans un joint de mortier
entre deux éléments)
This European Standard was approved by CEN on 11 February 2012.
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 CEN-CENELEC Management Centre 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 CEN-CENELEC Management Centre has the same
status as the official versions.
CEN 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, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2012 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 846-7:2012: E
worldwide for CEN national Members.
Contents Page
Foreword . 3
1 Scope. 4
2 Normative references . 4
3 Principle . 4
4 Materials . 5
4.1 Masonry units . 5
4.1.1 Sampling and conditioning . 5
4.1.2 Testing. 5
4.2 Mortar . 5
4.3 Ties . 5
5 Apparatus . 5
6 Preparation and storage of test specimens . 7
6.1 General . 7
6.2 Preparation . 7
6.3 Storage . 8
7 Procedure . 8
7.1 Setting specimen in test machine . 8
7.2 Test environment . 8
7.3 Loading . 8
8 Expression of results. 8
9 Test report . 9
Foreword
This document (EN 846-7:2012) has been prepared by Technical Committee CEN/TC 125 “Masonry”,
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 February 2013, and conflicting national standards
shall be withdrawn at the latest by February 2013.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such
patent rights.
This document supersedes EN 846-7:2000.
There are no major changes from the previous edition although the curing period for the different
types of mortar has been clarified.
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, 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, Slovakia, Slovenia, Spain,
Sweden, Switzerland, Turkey and the United Kingdom.
1 Scope
This European Standard specifies the couplet method for determining the horizontal and vertical
shear load resistance and load-deflection behaviour of shear ties and slip ties embedded in mortar
joints. The test is intended for ties for connecting together two leaves of masonry forming a collar
jointed wall or two walls at right angles. It also applies to ties used for connecting the edges of infill
panel walls to frames which encircle them.
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 the edition cited applies. For undated
references, the latest edition of the referenced document (including any amendments) applies.
EN 771-1, Specification for masonry units — Part 1: Clay masonry units
EN 771-2, Specification for masonry units — Part 2: Calcium silicate masonry units
EN 771-3, Specification for masonry units — Part 3: Aggregate concrete masonry units (Dense and
lightweight aggregates)
EN 771-4, Specification for masonry units — Part 4: Autoclaved aerated concrete masonry units
EN 771-5, Specification for masonry units — Part 5: Manufactured stone masonry units
EN 771-6, Specification for masonry units — Part 6: Natural stone masonry units
EN 772-1, Methods of test for masonry units — Part 1: Determination of compressive strength
EN 772-10, Methods of test for masonry units — Part 10: Determination of moisture content of
calcium silicate and autoclaved aerated concrete units
EN 845-1, Specification for ancillary components for masonry — Part 1: Ties, tension straps, hangers
and brackets
EN 998-2, Specification for mortar for masonry — Part 2: Masonry mortar
EN 1015-3, Methods of test for mortar for masonry — Part 3: Determination of consistence of fresh
mortar (by flow table)
EN 1015-7, Methods of test for mortar for masonry — Part 7: Determination of air content of fresh
mortar
EN 1015-11, Methods of test for mortar for masonry — Part 11: Determination of flexural and
compressive strength of hardened mortar
3 Principle
One end of the tie is embedded in a mortar joint, typical of the type for which the tie is specified,
between a pair (couplet) of typical masonry units. The tie is then clamped at its free end and
subjected to shear against a reactive support for the couplet. Slip ties may be tested by the same
method.
NOTE The method measures the capacity of the tie alone and does not measure the contribution to the total
shear re
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.