EN 1996-2:2024
(Main)Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution
Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution
(1) This document gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6.
(2) This document deals with ordinary aspects of masonry design and execution including:
- selection of masonry materials;
- factors affecting the performance and durability of masonry;
- masonry detailing, joint finishes, movement joints, resistance of buildings to moisture penetration;
- storage, preparation and use of materials on site;
- execution of masonry;
- masonry protection during execution;
(3) This document does not cover the following items:
- aesthetic aspects;
- applied finishes;
1.2 Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used together with EN 1990, EN 1991, EN 1996 1-1, EN 1996-1-2 and EN 1996-3.
(3) The design of masonry is carried out in accordance with EN 1996 1 1.
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 2: Planung, Auswahl der Baustoffe und Ausführung
1.1 Anwendungsbereich von prEN 1996 2
(1) Dieses Dokument enthält Grundregeln für die Auswahl von Baustoffen und die Ausführung von Mauerwerk, die es ermöglichen, den der Bemessung und Konstruktion zugrundeliegenden Annahmen der anderen Teile des Eurocodes 6 zu entsprechen.
(2) Dieses Dokument behandelt die üblichen Aspekte der Planung sowie der Ausführung von Mauerwerk. Dazu gehören:
- die Auswahl der Baustoffe;
- die Faktoren, die die Eigenschaften und Dauerhaftigkeit des Mauerwerks beeinflussen;
- die Mauerwerksausführungen, Fugenabschlüsse, Bewegungsfugen und der Widerstand der Bauwerke gegen das Eindringen von Feuchte;
- die Lagerung, Vorbereitung und Verwendung von Baustoffen auf der Baustelle;
- die Ausführung des Mauerwerks;
- das Aushärtungs- und Schutzverfahren des Mauerwerks während der Ausführung.
(3) Dieses Dokument gilt nicht für:
- ästhetische Aspekte;
- Oberflächenbehandlungen.
1.2 Voraussetzungen
(1) Für dieses Dokument gelten die Voraussetzungen nach EN 1990.
(2) Dieses Dokument ist zur Anwendung in Verbindung mit EN 1990, EN 1991, EN 1996 1 1, EN 1996 1 2 und EN 1996 3 vorgesehen.
(3) Die Mauerwerksplanung erfolgt nach EN 1996 1 1.
Eurocode 6 - Calcul des ouvrages en maçonnerie - Partie 2: Conception, choix des matériaux et mise en œuvre
1.1 Domaine d’application du prEN 1996 2
(1) Le présent document énonce les règles fondamentales pour le choix des matériaux et la mise en œuvre des maçonneries, afin que ces dernières soient conformes aux hypothèses de conception des autres parties de l’Eurocode 6.
(2) Le présent document traite des aspects ordinaires de la conception et de la construction de maçonneries, y compris :
- le choix des matériaux de maçonnerie ;
- les facteurs influençant les performances et la durabilité de la maçonnerie ;
- Les dispositions constructives de la maçonnerie, la finition des joints, les joints de rupture, la résistance des ouvrages à la pénétration de l’humidité ;
- le stockage, la préparation et l’utilisation des matériaux sur site ;
- la construction des maçonneries ;
- la protection des maçonneries au cours de la construction.
(3) Le présent document ne couvre pas les éléments suivants :
- les aspects esthétiques ;
- les finitions appliquées.
1.2 Hypothèses
(1) Les hypothèses de l'EN 1990 s'appliquent au présent document.
(2) Le présent document est conçu pour être utilisé conjointement avec l'EN 1990, l’EN 1991, l’EN 1996 1-1, l’EN 1996-1-2 et l’EN 1996-3.
(3) Le calcul des maçonneries est réalisé conformément à l’EN 1996 1 1.
Evrokod 6 - Projektiranje zidanih konstrukcij - 2. del: Projektiranje z upoštevanjem izbire materialov in izvedba
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN 1996-2:2022
01-december-2022
Evrokod 6 - Projektiranje zidanih konstrukcij - 2. del: Projektiranje z upoštevanjem
izbire materialov in izvedbe zidovja
Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of
materials and execution of masonry
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 2: Planung,
Auswahl der Baustoffe und Ausführung von Mauerwerk
Eurocode 6 - Calcul des ouvrages en maçonnerie - Partie 2: Conception, choix des
matériaux et mise en oeuvre des maçonneries
Ta slovenski standard je istoveten z: prEN 1996-2
ICS:
91.010.30 Tehnični vidiki Technical aspects
91.080.30 Zidane konstrukcije Masonry
oSIST prEN 1996-2:2022 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
oSIST prEN 1996-2:2022
oSIST prEN 1996-2:2022
DRAFT
EUROPEAN STANDARD
prEN 1996-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
September 2022
ICS 91.010.30; 91.080.30 Will supersede EN 1996-2:2006
English Version
Eurocode 6 - Design of masonry structures - Part 2: Design
considerations, selection of materials and execution of
masonry
Eurocode 6 - Calcul des ouvrages en maçonnerie - Eurocode 6 - Bemessung und Konstruktion von
Partie 2: Conception, choix des matériaux et mise en Mauerwerksbauten - Teil 2: Planung, Auswahl der
oeuvre des maçonneries Baustoffe und Ausführung von Mauerwerk
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.
If this draft becomes a European Standard, 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.
This draft European Standard was established by CEN 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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2022 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 1996-2:2022 E
worldwide for CEN national Members.
oSIST prEN 1996-2:2022
prEN 1996-2:2022 (E)
Contents Page
European foreword . 4
0 Introduction . 5
1 Scope . 7
1.1 Scope of prEN 1996-2 . 7
1.2 Assumptions . 7
2 Normative references . 7
3 Terms, definitions and symbols . 8
3.1 Terms and definitions . 8
3.1.1 Terms relating to the communication of the design of masonry . 8
3.1.2 Terms relating to climatic factors and exposure conditions . 8
3.1.3 Other Terms . 8
3.2 Symbols . 9
4 Design considerations . 9
4.1 Factors affecting the durability of masonry . 9
4.1.1 General . 9
4.1.2 Classification of environmental conditions . 9
4.1.3 Aggressive chemical environments . 10
4.2 Selection of materials . 10
4.2.1 General . 10
4.2.2 Masonry units . 11
4.2.3 Masonry mortar and concrete infill . 11
4.2.4 Ancillary components and reinforcement . 12
4.3 Masonry . 12
4.3.1 Detailing . 12
4.3.2 Joint finishes . 12
4.3.3 Masonry movement . 13
4.3.4 Movement joints . 13
4.3.5 Permissible deviations . 15
4.3.6 Resistance to moisture penetration through external walls . 15
5 Execution . 16
5.1 General . 16
5.2 Acceptance, handling and storage of materials . 16
5.2.1 General . 16
5.2.2 Reinforcement and prestressing materials . 16
5.3 Preparation of materials . 16
5.3.1 Site-made mortars and concrete infill . 16
5.3.2 Factory made masonry mortars, pre-batched masonry mortars, pre-mixed lime sand
masonry mortars and ready mixed concrete infill . 18
5.4 Permissible deviations . 18
5.5 Execution of masonry . 21
5.5.1 Adhesion . 21
5.5.2 Laying masonry units . 21
5.5.3 Pointing and jointing for masonry other than thin layer masonry . 21
5.5.4 Incorporation of damp proof course membranes . 21
5.5.5 Movement joints . 22
5.5.6 Incorporation of thermal insulation materials . 22
5.5.7 Cleaning facing masonry. 22
5.6 Curing and protective procedures during execution . 22
oSIST prEN 1996-2:2022
prEN 1996-2:2022 (E)
5.6.1 General . 22
5.6.2 Protection against rain . 22
5.6.3 Protection against freeze/thaw cycling . 22
5.6.4 Protection against effects of low humidity . 22
5.6.5 Protection against mechanical damage . 23
5.6.6 Construction height of masonry . 23
Annex A (informative) Classification of micro conditions of exposure of completed masonry . 24
A.1 Use of this Informative Annex . 24
A.2 Scope and field of application . 24
A.3 Classification . 25
A.4 Exposure to wetting . 26
Annex B (informative) Acceptable specifications of masonry units and mortar for durable
masonry in various exposure conditions . 28
B.1 Use of this Informative Annex . 28
B.2 Scope and field of application . 28
B.3 Selection of masonry units and mortar . 28
Annex C (informative) Selection of material and corrosion protection specifications for
ancillary components according to exposure class . 31
C.1 Use of this Informative Annex . 31
C.2 Scope and field of application . 31
C.3 Exposure classes . 31
C.4 Selection of materials . 31
Bibliography . 35
oSIST prEN 1996-2:2022
prEN 1996-2:2022 (E)
European foreword
This document (prEN 1996-2:2022) has been prepared by Technical Committee CEN/TC 250 “Structural
Eurocodes”, the secretariat of which is held by BSI. CEN/TC 250 is responsible for all Structural
Eurocodes and has been assigned responsibility for structural and geotechnical design matters by CEN.
This document is currently submitted to CEN Enquiry.
This document will supersede EN 1996-2:2006.
The first generation of EN Eurocodes was published between 2002 and 2007. This document fo
...
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