EN 413-1:2011

SLOVENSKI STANDARD
01-julij-2011
1DGRPHãþD
SIST EN 413-1:2004
Zidarski cement - 1. del: Sestava, zahteve in merila skladnosti
Masonry cement - Part 1: Composition, specifications and conformity criteria
Putz- und Mauerbinder - Teil 1: Zusammensetzung, Anforderungen und
Konformitätskriterien
Ta slovenski standard je istoveten z: EN 413-1:2011
ICS:
91.100.10 Cement. Mavec. Apno. Malta Cement. Gypsum. Lime.
Mortar
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EUROPEAN STANDARD
EN 413-1
NORME EUROPÉENNE
EUROPÄISCHE NORM
April 2011
ICS 91.100.10 Supersedes EN 413-1:2004
English Version
Masonry cement - Part 1: Composition, specifications and
conformity criteria
Putz- und Mauerbinder - Teil 1: Zusammensetzung,
Anforderungen und Konformitätskriterien
This European Standard was approved by CEN on 10 March 2011.

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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland,
Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2011 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 413-1:2011: E
worldwide for CEN national Members.

Contents page
Foreword . 4
Introduction . 5
1 Scope. 6
2 Normative references . 6
3 Terms and definitions . 7
4 Notation . 8
5 Requirements . 8
5.1 General . 8
5.2 Constituents and composition . 8
5.3 Physical and mechanical requirements. 9
5.3.1 Fineness (sieve residue) . 9
5.3.2 Initial setting time . 9
5.3.3 Final setting time . 9
5.3.4 Soundness . 9
5.3.5 Fresh mortar requirements . 9
5.3.6 Compressive strength . 10
5.4 Chemical requirements . 10
5.5 Durability requirements . 11
6 Standard designation . 11
7 Conformity criteria . 11
7.1 General requirements . 11
7.2 Conformity criteria for physical, mechanical and chemical properties and
evaluation procedure . 12
7.2.1 General . 12
7.2.2 Statistical conformity criteria . 12
7.2.3 Single result conformity criteria . 16
7.3 Conformity criteria for masonry cement composition . 17
Annex A (informative) Water-soluble hexavalent chromium . 18
Annex ZA (informative) Clauses of this European Standard addressing the provisions of
the EU Construction Products Directive . 19
Bibliography . 26

Tables
Table 1 — Composition of masonry cements . 9
Table 2 — Fresh mortar requirements given as characteristic values . 10
Table 3 — Compressive strength requirements given as characteristic values . 10
Table 4 — Chemical requirements given as characteristic values . 11
Table 5 — Properties, test methods and minimum testing frequencies for the autocontrol
testing by the manufacturer, and the statistical assessment procedure . 13
Table 6 — Required values of P and CR . 14
k
Table 7 — Acceptability constant . 15
Table 8 — Values of c . 16
A
Table 9 — Limit values for single results . 17
Table ZA.1— Harmonised clauses . 20
Table ZA.2— System of attestation of conformity . 21
Table ZA.3— Assignment of evaluation of conformity tasks for masonry cement under
system 1+ . 22

Foreword
This document (EN 413-1:2011) has been prepared by Technical Committee CEN/TC 51 "Cement
and building limes", the secretariat of which is held by NBN.
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 October 2011, and conflicting national standards
shall be withdrawn at the latest by October 2011.
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 413-1:2004.
The European Standard, EN 413, “Masonry cement”, consists of the following parts:
Part 1: Composition, specifications and conformity criteria;
Part 2: Test methods.
This document has been prepared under a mandate given to CEN by the European Commission and
the European Free Trade Association, and supports essential requirements of EU Directive(s).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this
document.
EN 413-1 has been prepared to provide a range of materials from which users of EN 998-1, EN 998-2
and EN 1996-1-1 (Eurocode 6) can select with confidence to achieve the level of strength and
durability required of masonry and rendering.
The main changes from EN 413-1:2004 are as follows:
- introduction of a class MC 22,5 (air-entrained) cement;
- removal of references to EN 459-2 for compressive strength testing;
- the upper limit for SO content is increased.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the
following countries are bound to implement this European Standard: 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,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Introduction
Masonry cement should be defined and specified precisely with sufficiently stringent requirements to
satisfy those who are responsible for the design and construction of buildings and other structures for
maximum safety and durability.
This European Standard is a carefully balanced document that has been thoroughly discussed, taking
into account the need to provide clear definitions and specifications and to arrive at a usable standard.
The requirements of this European Standard are, where appropriate, based on the results from tests on
masonry cement in accordance with EN 196 'Methods of testing cement'. Strength is measured on a
standard mortar prepared in accordance with EN 196-1 with a fixed water/cement ratio and compacted
using the equipment described in EN 196-1. However, some additional tests have been found necessary
and these tests are described in EN 413-2.
CEN/TC 51 recognises the importance of workability (cohesivity at standard consistence) of mortars
prepared from masonry cements. A test method is available in CR 13933, and in which results of a test
programme are also given. This test method was not found valid for standard requirement purposes due
to its lack of reproducibility, however it provides valuable information for the manufacturers and users on
the property in use of masonry cements.
The properties of bond and durability (resistance to frost and/or chemical attack) of mortars are very
important and appropriate mortar tests are being developed by CEN/TC 125, Masonry. In many
applications, particularly in severe environmental conditions, the choice of the type/class of masonry
cement from EN 413-1 can influence the durability of mortar, e.g. in respect of frost and chemical
resistance.
1 Scope
This European Standard specifies the definition and composition of masonry cements as commonly used
in Europe for the production of mortar for bricklaying and blocklaying and for rendering and plastering. It
includes physical, mechanical and chemical requirements and defines strength classes. EN 413-1 also
states the conformity criteria and the related rules. Necessary durability requirements are also given.
NOTE For normal applications the information given in EN 413-1, in EN 998-1 and in EN 998-2 is generally
sufficient. However, in special cases, an exchange of additional information between the masonry cement
producer and user can be helpful. The details of such an exchange are not within the scope of EN 413-1 but
should be dealt with in accordance with national standards or other regulations or can be agreed between the
parties concerned.
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 196-1, Methods of testing cement — Part 1: Determination of strength
EN 196-2, Methods of testing cement — Part 2: Chemical analysis of cement
EN 196-3, Methods of testing cement — Part 3: Determination of setting time and soundness
EN 196-6, Methods of testing cement — Part 6: Determination of fineness
EN 196-7, Methods of testing cement — Part 7: Methods of taking and preparing samples of cement
EN 197-1, Cement — Part 1: Composition, specifications and conformity criteria for common cements
EN 413-2, Masonry cement — Part 2: Test methods
EN 459-1, Building lime - Part 1: Definitions, specifications and conformity criteria
EN 12878, Pigments for the colouring of building materials based on cement and/or lime - Specifications
and methods of test
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
3.1
masonry cement
factory made finely powdered hydraulic binder which relies essentially upon the presence of Portland
cement clinker to develop strength. When mixed with sand and water only and without the addition of
further materials it produces a workable mortar suitable for use in rendering, plastering and masonry work
3.2
additives
constituents which are added to improve the manufacture or the properties of the masonry cement, e.g.
grinding aids, air-entraining agents
3.3
autocontrol testing
continual testing by the manufacturer, of masonry cement spot samples taken at the point(s) of release
from the factory/depot
3.4
control period
period of production and despatch identified for the evaluation of the autocontrol test results
3.5
characteristic value
value of a required property outside of which lies a specified percentage, the percentile P , of all the
k
values of the population
3.6
specified characteristic value
characteristic value of a mechanical, physical or chemical property which in the case of an upper limit is
not to be exceeded or, in the case of a lower limit is, as a minimum, to be reached
3.7
single result limit value
value of a mechanical, physical or chemical property which, for any single test result as in the case of an
upper limit is not to be exceeded or, in the case of a lower limit is, as a minimum, to be reached
3.8
allowable probability of acceptance CR
for a given sampling plan, the allowed probability of acceptance of masonry cement with a characteristic
value outside the specified characteristic value
3.9
sampling plan
specific plan which states the (statistical) sample size(s) to be used, the percentile P and the allowable
k
probability of acceptance CR
3.10
spot sample
sample taken at the same time and from one and the same place, relating to the intended tests. It can be
obtained by combining one or more immediately consecutive increments (see EN 196-7)

4 Notation
Masonry cement is designated by the term 'MC'.
There are three strength classes of masonry cement, 5, 12,5 and 22,5.
The term 'X' designates masonry cements in which an air entraining agent is not incorporated.
5 Requirements
5.1 General
The physical, mechanical and chemical properties of masonry cements shall be measured by the test
methods described in EN 413-2 and in the relevant parts of EN 196. These European Standards give
alternative test methods for some properties but in the event of a dispute only the reference methods
shall be used. Where allowed in the relevant part of EN 196, different methods may be used provided
they give correlated and equivalent values to those obtained using the reference method.
The CEN Standard sand (see EN 196-1) used to make the mortars for the tests required by 5.3.5 and
5.3.6 shall have a silica content (as quartz) of not less than 93 %.
NOTE EN 196-1 permits the use of CEN Standard sands that have been assessed against the CEN
Reference sand in respect of their strength characteristics. According to this standard the CEN Standard sand is
used in mortar for tests other than that for strength. These tests have only been evaluated using CEN Standard
sand based essentially on silica.
All requirements are specified as characteristic values. They serve to define the performance level
and classification of the masonry cements.
5.2 Constituents and composition
Masonry cement shall comprise Portland cement clinker, inorganic constituents and where
appropriate additive(s) as given in Table 1. Calcium sulfate is added in small quantities to the other
constituents of masonry cement during its manufacture to control setting.
The inorganic constituents of masonry cements conforming to EN 413-1 shall be materials selected
from:
 natural mineral materials;
 mineral materials used for or derived from the clinker production process;
 hydrated and/or hydraulic building limes conforming to EN 459-1;
 constituents specified in EN 197-1;
 inorganic pigments (except those containing carbon black) conforming to EN 12878.
NOTE Carbon black has a detrimental effect upon the air entrainment.
Additives shall not promote corrosion of embedded metal such as reinforcement and wall ties or
impair the properties, including behaviour in fire, of the mortar made from the masonry cement.
Organic pigments are not permitted.
Table 1 — Composition of masonry cements
Type Content
% by mass
Portland cement clinker Additives
a
MC 5
≥ 25 ≤ 1
MC 12,5; MC 12,5 X
≥ 40
MC 22,5; MC 22,5 X
a
The quantity of organic additives on a dry basis shall not exceed 0,5 % by mass of the masonry cement.

The manufacturing process and its control shall ensure that the composition of masonry cement is kept
within the limits fixed in EN 413-1. Masonry cements consist ultimately of individual small grains of
different materials and are statistically homogeneous in composition resulting from quality assured
production and material handling processes.
A high degree of uniformity in all masonry cement properties shall be obtained through mass production
processes, in particular, adequate grinding and homogenization. Qualified and skilled personnel and the
facilities to test, evaluate and adjust product quality are indispensable for producing masonry cement in
accordance with this European Standard.
5.3 Physical and mechanical requirements
5.3.1 Fineness (sieve residue)
The residue on a 90 µm sieve shall be not more than 15 % by mass when determined in accordance
with EN 196-6.
5.3.2 Initial setting time
The initial setting time shall be not less than 60 min when determined in accordance with EN 413-2.
5.3.3 Final setting time
Where the initial setting time is less than 6 h, there is no requirement for final setting time. Where the
initial setting time is 6 h or more, the final setting time shall be not more than 15 h when determined in
accordance with EN 413-2.
5.3.4 Soundness
The expansion shall be not more than 10 mm when determined in accordance with EN 196-3.
5.3.5 Fresh mortar requirements
The properties of air content and water retention of fresh mortar shall be measured in accordance with
EN 413-2, on a mortar of standard consistence that shall have a value of penetration of
(35 ± 3) mm using the plunger apparatus as the reference method. The flow table test is the
alternative method. The test results shall meet the requirements given in Table 2.
Table 2 — Fresh mortar requirements given as characteristic values
Type Air content Water retention
% by volume % by mass
MC 5
≥ 8 and ≤ 22 ≥ 80
MC 12,5
MC 22,5
a
MC 12,5 X
≤ 6 ≥ 75
MC 22,5 X
a
The control of the masonry cement manufacturing process ensures that this upper limit is not exceeded.

NOTE An air-entraining agent is incorporated into masonry cements to improve their workability and
durability. An upper limit is set for air content to maintain good bond strength to masonry units. The water
retention limits are specified for all classes of masonry cement to provide a performance suitable for use with
high suction masonry units.
5.3.6 Compressive strength
The compressive strength when determined in accordance with EN 196-1, at the fixed water/masonry
cement ratio of 0,50 shall have the values given in Table 3.
Table 3 — Compressive strength requirements given as characteristic values
Type 7 day (early) strength MPa 28 day (standard) strength MPa
a) a
MC 5 -
≥ 5 ≤ 15
MC 12,5
≥ 7 ≥ 12,5 ≤ 32,5
MC 12,5 X
MC 22,5
≥ 10 ≥ 22,5 ≤ 42,5
MC 22,5 X
a
A loading rate of (400 ± 40) N/s shall be used when testing specimens of type MC 5.

Should it not be possible to remove the prisms from the moulds after 24 h, it is permitted to remove
them at 48 h. Where the prisms are demoulded at 48 h this shall be recorded.
EN 196-1 gives repeatability and reproducibility values for 28 day strength. On account of their lower
strengths, values of 4 % and 8 % respectively are appropriate for masonry cements conforming to this
European Standard.
5.4 Chemical requirements
The properties of the masonry cement shall conform to the requirements given in Table 4 when
determined by the method indicated in this table.
NOTE The REACH Regulation 1907/2006 sets limits on water-soluble hexavalent chromium determined in
accordance with EN 196-10.
Table 4 — Chemical requirements given as characteristic values
Property Refe
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