FprEN 13139

Aggregates for mortar

This document specifies the characteristics of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in mortars, renders and screeds, e.g. masonry mortar, floor/screed mortar, surfacing of internal walls (plastering mortar), rendering of external walls, special bedding materials, repair mortar and grouts for buildings, roads and civil engineering works.
It covers aggregates having an oven dried particle density greater than 2,00 Mg/m3. It also covers recycled and manufactured aggregate with particle densities greater than 1,50 Mg/m3.
NOTE 1   Assessment of the density of recycled aggregates is typically carried out on coarse fractions.
NOTE 2   Lightweight aggregates are specified in EN 13055.
Assessment and Verification of Constancy of Performance (AVCP) of aggregates to this document are given in EN 16236.
Aggregates used in construction are meant to comply with all the relevant European standards for aggregates. These standards include comprehensive and specific provisions for natural aggregates, manufactured aggregates and recycled aggregates, dealing with, for example, the volume stability and loss of ignition of certain manufactured aggregates (slag, fly ash).

Gesteinskörnungen für Mörtel

Diese Europäische Norm legt die Merkmale von Gesteinskörnungen und Füllern fest, die durch Aufbereitung natürlicher, industriell hergestellter oder rezyklierter Stoffe und ihrer Mischungen gewonnen werden und für die Verwendung in Mörtel, Außenputz und Estrich, z. B. Mauermörtel, Estrichmörtel, Innenputzmörtel, Außenputz¬mörtel, besondere Vergussmörtel, Reparaturmörtel und Einpressmörtel, bestimmt und für den Einsatz im Hochbau, im Straßenbau und bei Ingenieurbauten vorgesehen sind.
Sie gilt für Gesteinskörnungen mit einer Rohdichte von mehr als 2,00 Mg/m3. Sie umfasst auch rezyklierte sowie industriell hergestellte Gesteinskörnungen mit einer Rohdichte größer als 1,50 Mg/m3, wobei die entsprechenden Vorbehalte gelten (siehe Anhang A). Die Bewertung der Dichte von rezyklierten Gesteinskörnungen wird normalerweise an groben Kornfraktionen durchgeführt.
ANMERKUNG 1   Eigenschaften von leichten Gesteinskörnungen siehe EN 13055.
Der Einsatz von Gesteinskörnungen als Boden wird von dieser Norm nicht abgedeckt.
ANMERKUNG 2   Wegen der großen Unterschiede in den geologischen und pedologischen Gegebenheiten in Europa sind genauere Informationen zu Bodenstoffen in Dokumenten zu finden, die sich mit ihrer Verwendung am jeweiligen Einsatzort befassen.
Anhang A (normativ) enthält eine Liste von betrachteten Ausgangsstoffen, die in den Anwendungsbereich der Norm fallen.
Festlegungen hinsichtlich der Bewertung und Überprüfung der Leistungsbeständigkeit (AVCP, en: Assessment and Verification of the Constancy of Performance) von Gesteinskörnungen nach dieser Norm sind in EN 16236 zu finden.
Gesteinskörnungen für die Verwendung im Bauwesen müssen alle Anforderungen der einschlägigen Europäischen Normen über diese Stoffe erfüllen. Diese Normen legen allgemeine und besondere Anforderungen an natürliche Gesteinskörnungen, industriell hergestellte Gesteinskörnungen und rezyklierte Gesteinskörnungen, wie beispielsweise hinsichtlich der Volumenstabilität und dem Glühverlust bestimmter industriell hergestellter Gesteinskörnungen (Schlacke, Flugasche) fest.

Granulats pour mortiers

Cette Norme Européenne spécifie les caractéristiques des granulats et des fillers élaborés à partir de matériaux naturels, artificiels ou recyclés et de mélanges de ces granulats utilisés dans les mortiers, les mortiers d'enduit et les mortiers pour chapes, par exemple : mortier de maçonnerie, mortier pour chape ou plancher, surfaçage des parois intérieures (mortier pour enduit), enduit des parois extérieures, matériaux spéciaux de scellement, mortier pour réparation, mortier de coulis pour les bâtiments, routes et travaux de génie civil.
Elle s'applique aux granulats dont la masse volumique réelle après séchage à l'étuve est supérieure à 2,00 Mg/m3. Elle s'applique également aux granulats recyclés et artificiels dont la masse volumique réelle est supérieure à 1,50 Mg/m3, avec les mises en garde appropriées (voir Annexe A). L’évaluation de la densité des granulats recyclés est typiquement effectuée sur les gravillons.
NOTE 1   Les propriétés des granulats légers sont spécifiées dans l’EN 13055.
L’utilisation de sol n’est pas couverte par la présente norme.
NOTE 2   en raison de l’importante variabilité des conditions géologiques et pédologiques en Europe, la définition précise du sol peut être trouvée dans les documents relatifs à l’application sur le lieu d’utilisation.
Une liste des origines des matériaux qui ont été prises en considération et relèvent du domaine d'application de la présente norme est donnée en Annexe A (normative).
Les exigences relatives à l’Evaluation et la Vérification de la Constance des Performances (EVCP) des produits de cette norme européenne sont spécifiées dans le FprEN 16236.
Les granulats utilisés dans la construction doivent respecter toutes les exigences des Normes européennes concernées pour les granulats. Ces dernières contiennent les exigences générales et particulières relatives aux granulats naturels, aux granulats artificiels et recyclés, et traitent par exemple de la stabilité volumique et la perte au feu de certain granulats artificiels (laitier, cendres volantes).

Agregati za malte

General Information

• Status: Not Published
• Publication Date: 18-Nov-2018
• Withdrawal Date: 19-May-2019
• ICS: 91.100.15 - Mineral materials and products
• Technical Committee: CEN/TC 154 - Aggregates
• Drafting Committee: CEN/TC 154/SC 1 - Aggregates for mortars
• Current Stage: 5098 - Decision to abandon - Formal Approval
• Completion Date: 25-Mar-2020
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Mandate: M/125 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on aggregates
• Ref Project: kSIST prEN 13139:2017 - Aggregates for mortar

Relations

• Amends: EN 13139:2013 - Aggregates for mortar
• Effective Date: 13-Feb-2013
• Revises: EN 13139:2002 - Aggregates for mortar
• Effective Date: 18-Jan-2023

Standards Content (Sample)

SLOVENSKI STANDARD
oSIST prEN 13139:2015
01-julij-2015
Agregati za malte
Aggregates for mortar
Gesteinskörnungen für Mortel
Granulats pour mortiers
Ta slovenski standard je istoveten z: prEN 13139
ICS:
91.100.10 Cement. Mavec. Apno. Malta Cement. Gypsum. Lime.
Mortar
91.100.15 Mineralni materiali in izdelki Mineral materials and
products
oSIST prEN 13139:2015 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

oSIST prEN 13139:2015
oSIST prEN 13139:2015
EUROPEAN STANDARD
DRAFT
prEN 13139
NORME EUROPÉENNE
EUROPÄISCHE NORM
June 2015
ICS 91.100.15 Will supersede EN 13139:2002
English Version
Aggregates for mortar
Gesteinskornungen fur Mortel
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 154.

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, 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: Avenue Marnix 17, B-1000 Brussels
© 2015 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 13139:2015 E
worldwide for CEN national Members.

oSIST prEN 13139:2015
prEN 13139:2015 (E)
Contents Page
Foreword . 4
1 Scope . 6
2 Normative references . 6
3 Terms and definitions . 7
4 General requirements . 9
5 Geometrical requirements . 10
5.1 General . 10
5.2 Aggregate sizes . 10
5.3 Grading . 11
5.3.1 General . 11
5.3.2 Coarse aggregates. 12
5.3.3 Fine aggregates . 12
5.3.4 All-in aggregates . 13
5.3.5 Special use aggregates and declared grading categories . 13
5.3.6 Grading of added filler . 13
5.3.7 Natural graded 0/8 mm aggregates . 14
5.4 Fines content . 14
5.5 Fines quality . 15
5.6 Particle shape of course and all-in aggregates . 17
5.7 Shell content . 17
6 Physical requirements . 18
6.1 General . 18
6.2 Particle density and water absorption . 18
6.2.1 Particle density . 18
6.2.2 Water absorption . 18
7 Chemical requirements . 18
7.1 General . 18
7.2 Petrographic description . 18
7.3 Sulfur containing compounds . 19
7.3.1 Acid soluble sulphate . 19
7.3.2 Total sulfur . 19
7.4 Chlorides . 19
7.5 Constituents which alter the rate of setting and hardening of mortar . 20
7.6 Additional requirements for manufactured aggregates . 20
7.6.1 Water solubility . 20
7.6.2 Loss on ignition . 20
7.7 Dangerous substances . 20
8 Durability . 21
8.1 General . 21
8.2 Freeze-thaw resistance . 21
8.2.1 Water absorption as a screening test for freeze-thaw resistance . 21
8.2.2 Resistance to freezing and thawing. 21
8.3 Alkali-silica reactivity . 22
9 Assessment and verification of the constancy of performance . 22
10 Designation . 22
10.1 Designation and description . 22
oSIST prEN 13139:2015
prEN 13139:2015 (E)
10.2 Additional information for the description of an aggregate . 22
11 Marking and labelling . 22
Annex A (normative) Source materials considered in the development of EN 13139 and their
status in respect of the Scope of the standard . 24
Annex B (informative) Guidance on the description of coarseness/fineness of aggregates for
mortar . 26
Annex C (informative) Guidance on the effects of some chemical constituents of aggregates on
the mortar in which they are incorporated . 27
C.1 Chlorides . 27
C.2 Sulfates . 27
C.3 Staining and pop-outs. 27
C.4 Damage to exposed surfaces . 27
C.5 Other harmful constituents . 27
C.6 Alkali–silica aggregate reaction . 27
C.6.1 Alkali-silica reaction with natural aggregate . 27
Annex D (Informative)  Procedure for the inclusion of new sources . 29
D.1 General procedure . 29
D.2 Format. 29
Annex ZA (informative)  Clauses of this European Standard addressing the provisions of the EU
Construction Products Regulation . 30
ZA.1 Scope and relevant characteristics . 30
ZA.2 Procedure for AVCP of aggregates and filler aggregates . 32
ZA.2.1 Systems of AVCP . 32
ZA.2.2 Declaration of performance (DoP) . 34
ZA.2.2.1 General . 34
ZA.2.2.2 Content . 35
ZA.2.2.3 Examples of DoP . 35
ZA.3 CE marking and labelling . 39
Bibliography . 42

oSIST prEN 13139:2015
prEN 13139:2015 (E)
Foreword
This document (prEN 13139:2015) has been prepared by Technical Committee CEN/TC 154 “Aggregates”,
the secretariat of which is held by BSI.
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.
This document will supersede EN 1313
...