SIST EN 13892-9:2018

Methods of test for screed materials - Part 9: Dimensional stability

This European Standard specifies a method for determining the dimensional stability (i. e. the shrinkage and swelling) of cementitious screed, calcium sulfate screed, magnesite screed and synthetic resin screed materials made in accordance with EN 13892-1.

Prüfverfahren für Estrichmörtel und Estrichmassen - Teil 9: Dimensionsstabilität

Dieses Dokument legt ein Verfahren zur Bestimmung der Dimensionsstabilität (d. h. des Schwindens und Quellens) von Zementestrichen, Calciumsulfatestrichen, Magnesiaestrichen und Kunstharzestrichen fest, die in Übereinstimmung mit EN 13892 1 hergestellt wurden.

Méthodes d'essai des matériaux pour chapes - Partie 9 : Stabilité dimensionnelle

La présente Norme européenne spécifie une méthode pour déterminer la stabilité dimensionnelle (retrait et gonflement) des matériaux de chape à base de ciment, de sulfate de calcium, de magnésie et de résine synthétique préparés selon l'EN 13892‐1.

Metode preskušanja mešanice za estrih - 9. del: Dimenzijska stabilnost

Ta evropski standard določa metodo za ugotavljanje dimenzijske stabilnosti (tj. krčenje in nabrekanje) cementnega estriha, estriha na osnovi kalcijevega sulfata, magnezitnega estriha in estriha iz sintetične smole, izdelanega v skladu s standardom EN 13892-1.

General Information

• Status: Published
• Public Enquiry End Date: 29-Mar-2017
• Publication Date: 14-Nov-2018
• ICS: 91.100.10 - Cement. Gypsum. Lime. Mortar
• Technical Committee: BBB - Concrete, reinforced concrete and prestressed concrete
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 22-Oct-2018
• Due Date: 27-Dec-2018
• Completion Date: 15-Nov-2018
• Ref Project: EN 13892-9:2018 - Methods of test for screed materials - Part 9: Dimensional stability

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 13892-9:2018
01-december-2018
Metode preskušanja mešanice za estrih - 9. del: Dimenzijska stabilnost
Methods of test for screed materials - Part 9: Dimensional stability
Prüfverfahren für Estrichmörtel und Estrichmassen - Teil 9: Dimensionsstabilität
Méthodes d'essai des matériaux pour chapes - Partie 9 : Stabilité dimensionnelle
Ta slovenski standard je istoveten z: EN 13892-9:2018
ICS:
91.100.10 Cement. Mavec. Apno. Malta Cement. Gypsum. Lime.
Mortar
SIST EN 13892-9:2018 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 13892-9:2018

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SIST EN 13892-9:2018


EN 13892-9
EUROPEAN STANDARD

NORME EUROPÉENNE

October 2018
EUROPÄISCHE NORM
ICS 91.100.10
English Version

Methods of test for screed materials - Part 9: Dimensional
stability
Méthodes d'essai des matériaux pour chapes - Partie 9 Prüfverfahren für Estrichmörtel und Estrichmassen -
: Stabilité dimensionnelle Teil 9: Dimensionsstabilität
This European Standard was approved by CEN on 20 May 2018.

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





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. EN 13892-9:2018 E
worldwide for CEN national Members.

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SIST EN 13892-9:2018
EN 13892-9:2018 (E)
Contents Page
European foreword . 3
1 Scope . 4
2 Normative references . 4
3 Terms and definitions . 4
4 Principle . 4
5 Symbols and abbreviations . 5
6 Curling profile apparatus . 5
7 Procedure. 6
7.1 General . 6
7.2 Preparation of specimen . 6
7.3 Length change . 7
7.4 Evaluation of length change . 7
8 Test report . 9
Annex A (informative) Samples . 10

2

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SIST EN 13892-9:2018
EN 13892-9:2018 (E)
European foreword
This document (EN 13892-9:2018) has been prepared by Technical Committee CEN/TC 303 “Floor
screeds and screed materials”, the secretariat of which is held by UNI.
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 2019, and conflicting national standards shall be
withdrawn at the latest by April 2019.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
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, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and the United Kingdom.
3

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SIST EN 13892-9:2018
EN 13892-9:2018 (E)
1 Scope
This document specifies a method for determining the dimensional stability (i.e. the shrinkage and
swelling) of cementitious screed, calcium sulfate screed, magnesite screed and synthetic resin screed
materials made in accordance with EN 13892-1.
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 13454-2, Binders, composite binders and factory made mixtures for floor screeds based on calcium
sulfate — Part 2: Test methods
EN 13813, Screed material and floor screeds — Screed material — Properties and requirements
EN 13892-1, Methods of test for screed materials — Part 1: Sampling, making and curing specimens for
test
3 Terms and definitions
No terms and definitions are listed in this document.
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
4 Principle
This test method measures the unrestrained linear movement, called dimensional stability (i.e.
shrinkage and swelling), of screed materials in a 1 000 mm curling profile apparatus. A special feature
of this test method is the earliest possible commencement of measurements.
Dimensional stability is measured on screed materials made in accordance with EN 13892-1.
Irrespective of the consistency of the screed material, monitoring of horizontal length change
commences directly after the mould is filled. When measurements of length reach a steady-state, the
monitoring process ends.
The apparatus monitors the change in length of the specimen over time.
In general, the shrinkage predominates the dimensional stability. In this case, the dimensional stability
is calculated by comparing the difference between the measured local maximum length and the
measured length at steady-state (end of length change):
LL−
∆L
max end
DL

1 m 1 m
If the swelling predominates the dimensional stability is calculated by comparing the difference
between the measured length at start (L ) and the measured length at steady-state (end of length
start
change):
LL−
∆S
start end
DL
1 m 1 m
4
==
==

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SIST EN 13892-9:2018
EN 13892-9:2018 (E)
5 Symbols and abbreviations
DL dimensional stability (µm/m)
L horizontal length change (µm)
L start of length change (µm)
start
L local minimum in length change curve (µm)
min
L local maximum in length change curve (µm)
max
L end of length change (µm)
end
∆L = L - L shrinkage (µm)
max end
∆S = L - L > 0 swelling (µm)
start end
M moisture content in percentage
m weight at beginning (g)
b
m weight after drying (g)
d
6 Curling profile apparatus
The curling profile apparatus, shown in Figure 1, features a stainless steel, distortion-resistant mould
50 mm in depth and 100 mm in width with an effective specimen length of 1 000 mm.
At one end of the mould, the specimen is restrained horizontally and vertically by two stainless steel
dowels cast within the specimen whilst the opposite end is unrestrained and th
...