Hydraulic binder for non-structural applications - Definition, specifications and conformity criteria

This European Standard applies to hydraulic binder for non-structural applications in construction used as binder for preparation of mortar for masonry, rendering and plastering and other non-structural construction products.
This European Standard specifies the definition and composition of hydraulic binder for non-structural applications (HB). It includes physical, mechanical and chemical requirements and defines strength classes. EN 15368 also states the conformity criteria and the related rules. Necessary durability requirements are also given.
NOTE   For normal applications the information given in this standard, and in the masonry specifications, EN 998-1 and EN 998-2, is generally sufficient. However, in special cases, an exchange of additional information between the producer and user can be helpful. The details of such an exchange are not within the scope of this standard but should be dealt with in accordance with national standards or other regulations or can be agreed between the parties concerned.
Terms of delivery or other contractual conditions, normally included in documents exchanged between the supplier and the purchaser of hydraulic binder for non-structural applications, are outside the scope of this European Standard.

Hydraulisches Bindemittel für nichttragende Anwendungen - Definition, Anforderungen und Konformitätskriterien

Dieses Dokument gilt für hydraulisches Bindemittel für nichttragende Anwendungen, das als Bindemittel für die Herstellung von Mörtel (Mauermörtel und Außen- und Innenputzmörtel) sowie die Herstellung anderer nichttragender Bauprodukte verwendet wird.
Dieses Dokument legt die Definition und die Zusammensetzung von hydraulischem Bindemittel für nichttragende Anwendungen (HB) fest. Des Weiteren werden in der Norm die physikalischen, mechanischen und chemischen Eigenschaften sowie die Festigkeitsklassen festgelegt. EN 15368 enthält die Konformitäts-kriterien und die entsprechenden Festlegungen. Die erforderlichen Anforderungen an die Dauerhaftigkeit sind auch angegeben.
Für übliche Anwendungen reichen die in diesem Dokument sowie in EN 998-1 und EN 998-2 angegebenen Informationen in der Regel aus. In besonderen Fällen jedoch kann ein Austausch von zusätzlichen Informationen zwischen Hersteller und Abnehmer sinnvoll sein. Die Einzelheiten eines solchen Austausches sind nicht Gegenstand dieses Dokuments, können aber in Übereinstimmung mit nationalen Normen oder anderen Bestimmungen behandelt werden oder können zwischen den Beteiligten vereinbart werden.
Lieferbedingungen und andere Vertragsvereinbarungen, die üblicherweise in den zwischen dem Lieferanten und dem Käufer des hydraulischen Bindemittels für nichttragende Anwendungen ausgetauschten Dokumen-ten enthalten sind, sind nicht Gegenstand dieses Dokuments.

Liants hydrauliques pour applications non structurelles - Définitions, spécifications et critères de conformité

La présente Norme européenne s’applique au liant hydraulique pour applications non structurelles utilisé
dans la construction pour préparer des mortiers pour maçonneries, enduits intérieurs et extérieurs, ainsi que
pour fabriquer d’autres produits de construction non structuraux.
La présente Norme européenne donne la définition et la composition du liant hydraulique pour applications
non structurelles (HB). Elle inclut des exigences physiques, mécaniques et chimiques et définit les classes de
résistance. L’EN 15368 stipule également les critères de conformité et les règles associées. Elle spécifie
également les exigences de durabilité nécessaires.
Pour des applications courantes, l’information donnée dans la présente norme et dans les spécifications
de maçonnerie, EN 998-1 et EN 998-2, est généralement suffisante. Toutefois, dans des cas spéciaux, un
échange d’informations supplémentaires entre le producteur et l’utilisateur peut se révéler utile. Les détails
d’un tel échange ne relèvent pas du domaine d’application de la présente norme, mais il convient de les traiter
conformément aux normes nationales ou autres règlements nationaux ; ils peuvent également faire l’objet
d’un accord entre les parties concernées.
Les modalités de livraison ou autres conditions contractuelles faisant normalement partie des documents
échangés entre le fournisseur et l’acheteur du liant hydraulique pour applications non structurelles n’entrent
pas dans le cadre de la présente Norme européenne.

Hidravlično vezivo za nekonstrukcijsko uporabo - Definicija, specifikacije in merila skladnosti

General Information

Status
Not Published
Public Enquiry End Date
19-Dec-2018
Current Stage
98 - Abandoned project (Adopted Project)
Start Date
20-Oct-2020
Due Date
25-Oct-2020
Completion Date
20-Oct-2020

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SLOVENSKI STANDARD
oSIST prEN 15368:2018
01-december-2018

+LGUDYOLþQRYH]LYR]DQHNRQVWUXNFLMVNRXSRUDER'HILQLFLMDVSHFLILNDFLMHLQPHULOD

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Hydraulic binder for non-structural applications - Definition, specifications and conformity

criteria

Hydraulisches Bindemittel für nichttragende Anwendungen - Definition, Anforderungen

und Konformitätskriterien

Liants hydrauliques pour applications non structurelles - Définitions, spécifications et

critères de conformité
Ta slovenski standard je istoveten z: prEN 15368
ICS:
91.100.50 Veziva. Tesnilni materiali Binders. Sealing materials
oSIST prEN 15368:2018 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 15368:2018
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oSIST prEN 15368:2018
DRAFT
EUROPEAN STANDARD
prEN 15368
NORME EUROPÉENNE
EUROPÄISCHE NORM
October 2018
ICS 91.100.10; 91.100.50 Will supersede EN 15368:2008+A1:2010
English Version
Hydraulic binder for non-structural applications -
Definition, specifications and conformity criteria

Liants hydrauliques pour applications non Hydraulisches Bindemittel für nichttragende

structurelles - Définitions, spécifications et critères de Anwendungen - Definition, Anforderungen und

conformité Konformitätskriterien

This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee

CEN/TC 51.

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, 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,

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

© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 15368:2018 E

worldwide for CEN national Members.
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prEN 15368:2018 (E)
Contents Page

European foreword ....................................................................................................................................................... 3

Introduction .................................................................................................................................................................... 4

1 Scope .................................................................................................................................................................... 5

2 Normative references .................................................................................................................................... 5

3 Terms and definitions ................................................................................................................................... 6

4 Notation .............................................................................................................................................................. 7

5 Requirements ................................................................................................................................................... 7

5.1 General ................................................................................................................................................................ 7

5.2 Constituents and composition .................................................................................................................... 7

5.3 Physical and mechanical requirements .................................................................................................. 8

5.3.1 Fineness (sieve residue) ............................................................................................................................... 8

5.3.2 Initial setting time ........................................................................................................................................... 8

5.3.3 Soundness .......................................................................................................................................................... 8

5.3.4 Fresh mortar requirements ........................................................................................................................ 8

5.3.5 Compressive strength .................................................................................................................................... 8

5.4 Chemical requirements ................................................................................................................................. 8

5.5 Additional requirements .............................................................................................................................. 9

6 Standard designation ..................................................................................................................................... 9

7 Conformity criteria ......................................................................................................................................... 9

7.1 General requirements ................................................................................................................................... 9

7.2 Conformity criteria for physical, mechanical, chemical properties and evaluation

procedure ........................................................................................................................................................... 9

7.3 Conformity requirements ......................................................................................................................... 10

7.4 Statistical conformity criteria.................................................................................................................. 11

7.4.1 General ............................................................................................................................................................. 11

7.4.2 Inspection by variables .............................................................................................................................. 11

7.4.3 Inspection by attributes ............................................................................................................................. 12

7.5 Single test result conformity criteria .................................................................................................... 13

7.6 Conformity criteria for HB composition .............................................................................................. 13

Annex ZA (informative) Relationship of this European Standard with Regulation (EU)

No 305/2011 .................................................................................................................................................. 14

Scope and relevant characteristics ...................................................................................................................... 14

System of Assessment and Verification of Constancy of Performance (AVCP) .................................... 15

Assignment of AVCP tasks ....................................................................................................................................... 15

Bibliography ................................................................................................................................................................. 17

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European foreword

This document (prEN 15368:2018) has been prepared by Technical Committee CEN/TC 51 “Cement

and building lime”, the secretariat of which is held by NBN.
This document shall be submitted to the CEN Enquiry.

This European Standard has been prepared under a mandate given to CEN by the European

Commission and the European Free Trade Association, and supports essential requirements of

Regulation (EU) No 305/2011.

For relationship with EU regulation(s), see informative Annex ZA, which is an integral part of this

European Standard.

Compared to the version EN 15368:2008+A1:2010, the following major changes have been included in

this document:
— Annex A (informative) Water soluble hexavalent chromium has been deleted;
— Annex ZA has been revised.
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Introduction

The “Hydraulic binder for non-structural applications” referred to herein has been produced in Italy

since 1960s with the name “Calce eminentemente idraulica artificiale in polvere”. The binder was

conforming to the requirements of the Italian law n° 595 (26.06.65) and D.M: 31/08/1972. Following

the adoption of EN 197-1 in 2000 the product was standardized according to UNI 10892 ”Legante

idraulico per costruzioni – definizioni, specifiche e criteri di conformità” (UNI 10892: Building hydraulic

binder – composition, specifications and conformity criteria). The product is destined to be used alone

or mixed with other binders for the production of mortars for non-structural masonry or rendering and

plastering. The experience acquired through the years has shown that the properties of this product

satisfy the requirements of both the market and the customers.
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1 Scope

This document applies to hydraulic binder for non-structural applications in construction used as

binder for preparation of mortar for masonry, rendering and plastering and other non-structural

construction products.

This document specifies the definition and composition of hydraulic binder for non-structural

applications (HB). It includes physical, mechanical and chemical requirements and defines strength

classes. EN 15368 also states the conformity criteria and the related rules. Necessary durability

requirements are also given.

For normal applications the information given in this document, and in the masonry specifications,

EN 998-1 and EN 998-2, is generally sufficient. However, in special cases, an exchange of additional

information between the producer and user can be helpful. The details of such an exchange are not

within the scope of this document but can be dealt with in accordance with national standards or other

regulations or can be agreed between the parties concerned.

Terms of delivery or other contractual conditions, normally included in documents exchanged between

the supplier and the purchaser of hydraulic binder for non-structural applications, are outside the scope

of this document.
2 Normative references

The following documents are referred to in the text in such a way that some or all of their content

constitutes requirements 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, Method of testing cement - Part 2: Chemical analysis of cement

EN 196-3, Methods of testing cement - Part 3: Determination of setting times and soundness

EN 196-6, Methods of testing cement - Part 6: Determination of fineness

EN 197-1, Cement - Part 1: Composition, specifications and conformity criteria for common cements

EN 413-2:2016, Masonry cement - Part 2: Test methods

EN 459-1, Building lime - Part 1: Definitions, specifications and conformity criteria

EN 459-2:2010, Building lime - Part 2: Test methods
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oSIST prEN 15368:2018
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3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.

ISO and IEC maintain terminological databases for use in standardization at the following addresses:

• IEC Electropedia: available at http://www.electropedia.org/
• ISO Online browsing platform: available at http://www.iso.org/obp
3.1
hydraulic binder for non-structural applications

factory made finely ground inorganic material which, when mixed with water and fine aggregates,

produces a mortar with workability, adhesion and strength properties that make it suitable for use in

rendering, plastering and masonry work

Note 1 to entry: Hardening of a hydraulic binder for non-structural applications is mainly due to the hydration

of calcium silicates. However, other chemical compounds – i.e. aluminates – also take part in the setting and early

stiffening processes thus generating a hardened mass that retains its strength and soundness properties even

under water.

Note 2 to entry: Although it consists of finely ground granules of different materials, the hydraulic binder for

non-structural applications has a statistically homogeneous composition
3.2
additives

constituents which are added to improve the manufacture or the properties of the hydraulic binder for

non-structural applications, e.g. grinding agents, air-entraining agents, etc
3.3
allowable probability of acceptance CR

allowed probability of acceptance of hydraulic binder for non-structural applications with a

characteristic value outside the specified characteristic value for a given sampling plan

3.4
sampling plan

specific plan which states the (statistical) sample size(s) to be used, the percentile P and the allowable

probability of acceptance CR
3.5
characteristic value

value of a required property outside which lies a specified percentage, the percentile P , of all the values

of the population
3.6
specified characteristic value

characteristic value of 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 mechanical, physical or chemical property which – for/any single test result – 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

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3.8
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
Note 1 to entry: See EN 196-7.
3.9
autocontrol testing

continual testing by the manufacturer of hydraulic binder for non-structural applications spot samples

taken at the point(s) of release from the factory/depot
3.10
control period

period of production and dispatch identified for the evaluation of the autocontrol test results

4 Notation

Hydraulic binder for non-structural applications is designed by the term HB. There are two strength

classes of hydraulic binder for non-structural applications: 1,5 and 3,0.
5 Requirements
5.1 General

The physical, mechanical and chemical properties of hydraulic binder for non-structural applications

shall be measured by test methods described in EN 413-2 and 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 used to make the mortars for the tests required by 5.3.4 and 5.3.5 shall fulfil the

requirements of EN 196-1.

All requirements are specified as characteristic values. They serve to define the performance level and

classification of the hydraulic binder for non-structural applications.
5.2 Constituents and composition

Hydraulic binder for non-structural applications shall comprise Portland cement clinker, inorganic

constituents and where appropriate additive(s) as given in Table 1, Calcium sulphate is added in small

quantities to the other constituents of hydraulic binder for non-structural applications during its

manufacture to control setting.

The inorganic constituents of hydraulic binder for non-structural applications conforming to this

standard shall be materials selected from:
— Portland cement clinker meeting the requirements of EN 197-1;
— Common cement specified by EN 197-1;
— Constituents specified by EN 197-1;

— Calcium sulphate added upon grinding in such an amount that the setting process can be

controlled;
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— Hydrated and/or hydraulic building limes conforming to EN 459-1;
— Additives.

The production cycle and the control system shall ensure that the composition of the HB is in

compliance with the limits set forth in Table 1 below.

Table 1 — Composition of hydraulic binder for non-structural applications (values given in

percentage by mass)
Portland cement clinker content Additives
≥ 20 a
≤ 1,0

The quantity of organic additives on dry basis should not exceed 0,2 % by mass of the HB.

When the content exceeds 0,2 % the actual amount and types of organic additives shall be

declared.
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 Soundness

The expansion shall be not more than 10 mm when determined in accordance with EN 196-3.

5.3.4 Fresh mortar require
...

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