SIST EN 771-5:2011
(Main)Specification for masonry units - Part 5: Manufactured stone masonry units
Specification for masonry units - Part 5: Manufactured stone masonry units
This European Standard specifies the characteristics and performance requirements of manufactured stone masonry units for which the main intended uses are facing or exposed masonry in load bearing or non-load bearing building and civil engineering applications. The units are suitable for all forms of coursed or random masonry walling, including single leaf, cavity, partition, retaining and the external masonry to chimneys. They can provide fire protection, thermal insulation, sound insulation and sound absorption. This standard covers concrete masonry units manufactured to resemble natural stone using casting or pressing techniques with or without textured surfaces produced, by casting, splitting, washing, blasting or tooling and with or without variable outline effects. It covers homogeneous masonry units and those consisting of different facing and backing concrete mixes, but excludes those manufactured with an adhesive bonded decorative face. This standard does not cover masonry units intended to conform to EN 771-3. It defines the performance related to e.g. strength, density, dimensional accuracy, surface appearance and provides for the evaluation of conformity of the product to this European Standard. The marking requirements for products covered by this European Standard are also included. This European Standard does not apply to storey height panels, masonry units used for chimney flues or units manufactured with an adhesive bonded decorative face. It does not include products intended to be used as a damp proof course nor does it specify standard sizes for manufactured stone masonry units or work dimensions and angles of specially shaped units. It does not cover units with an incorporated thermal insulation material bonded to the faces of the unit susceptible to be exposed to fire.
Festlegungen für Mauersteine - Teil 5: Betonwerksteine
Diese Europäische Norm legt die Eigenschaften und Leistungsanforderungen für Betonwerksteine fest, die vorwiegend für tragendes und nicht tragendes Sicht- oder Verblendmauerwerk in Bauwerken des Hoch- und Tiefbaus verwendet werden. Diese Steine sind für alle Arten von Schichtenmauerwerk oder unregelmäßigem Mauerwerk einschließlich einschaligen Mauerwerks, zweischaligen Mauerwerks, Trennwänden, Stützmauern und Außenmauerwerk von Schornsteinen geeignet. Sie können dem Brandschutz, dem Wärmeschutz und dem Schallschutz dienen. Diese Norm gilt für Betonwerksteine, die so durch Gießen oder Pressen hergestellt werden, dass sie Natur-stein ähneln, wobei die Oberflächen von Betonwerksteinen glatt oder strukturiert, z. B. durch Formen, Spalten, Waschen, Sprengen oder Stocken, hergestellt und mit gleichen oder unterschiedlichen Ansichten gestaltet sind. Die Norm gilt für Mauersteine, die einheitlich aus dem gleichen Beton hergestellt sind und für solche, deren seitliche Außenwandungen aus anderen Betonmischungen bestehen. Sie gilt nicht für Mauersteine, deren Außenseiten mit dekorativen Bekleidungen beklebt sind. Mauersteine, die den Anforderungen von EN 771-3 entsprechen, sind nicht Gegenstand dieser Norm. Diese Norm beschreibt die Anforderungen, z. B. an Festigkeit, Rohdichte, Maßgenauigkeit und Aussehen. Ferner werden die Konformitätsbewertung und die Kennzeichnung der von dieser Europäischen Norm erfassten Produkte festgelegt. Diese Europäische Norm gilt nicht für geschosshohe Tafeln, für Mauersteine für die Auskleidung von Rauch-abzügen, für Steine mit aufgeklebten, dekorativen Bekleidungen und nicht für Produkte zur Herstellung feuchtesperrender Schichten. Sie enthält keine genormten Größen für Betonwerksteine und keine Sollmaße oder Winkel für Formsteine. Diese Europäische Norm gilt nicht für Steine mit einem Wärmedämmstoff, der auf die Seiten des Steins, die Feuer ausgesetzt sein können, aufgebracht ist.
Spécifications pour éléments de maçonnerie - Partie 5: Eléments de maçonnerie en pierre reconstituée
La présente Norme européenne définit les caractéristiques et les exigences de performances des éléments de maçonnerie en pierre reconstituée utilisés, exposés ou non, principalement en maçonnerie de parement, porteuse ou non, dans des bâtiments ou des ouvrages de génie civil. Ces éléments conviennent à toutes les formes de murs de maçonnerie appareillée ou non, y compris les murs à simple et double paroi, les cloisons, les murs de soutènement et la maçonnerie extérieure de conduits de fumée. Ils peuvent constituer une protection contre les incendies, une isolation thermique ou acoustique et assurer l'absorption des bruits.
La présente norme traite des éléments de maçonnerie en béton fabriqués en vue d'imiter la pierre naturelle, en mettant en œuvre des techniques de moulage ou de compression avec ou sans surfaces structurées obtenues, par exemple, par moulage, fendage, lavage, sablage ou usinage et avec ou sans effets de géométrie variable. Elle traite des éléments de maçonnerie mono-béton ainsi que de ceux constitués de bétons bi-couche, mais exclut les éléments fabriqués avec une face décorative collée. La présente norme ne concerne pas les éléments de maçonnerie destinés à être conformes à l'EN 771-3.
Elle définit, d'une part, les performances relatives, par exemple, à la résistance, à la masse volumique, aux tolérances dimensionnelles, à l'aspect de surface et permet, d'autre part, d'évaluer la conformité du produit à la présente Norme européenne. Elle inclut également les exigences de marquage des produits dont elle traite.
La présente Norme européenne ne couvre pas les panneaux hauteur d'étage, les éléments de maçonnerie utilisés pour les conduits intérieurs de fumée ni ceux fabriqués avec une face décorative collée.
Specifikacija za zidake - 5. del: Zidaki iz umetnega kamna
Ta evropski standard določa značilnosti in zahteve za zmogljivost zidakov iz umetnega kamna, ki so v glavnem predvideni za uporabo pri fasadni ali izpostavljeni zidavi pri nosilnih ali nenosilnih visokih ali nizkih gradnjah. Zidaki so primerni za vse oblike sten z zidaki v ravnih vrstah ali naključno razporejenimi zidaki, ki vključujejo enoslojne zidove, votle zidove, predelke, oporne zidove in zunanje stene dimnikov. Lahko zagotavljajo zaščito pred požarom, toplotno izolacijo, zvočno izolacijo in zvočno absorpcijo. Ta standard zajema betonske zidake, ki so izdelani tako, da so podobni naravnemu kamnu, z uporabo tehnik ulivanja ali stiskanja, s teksturiranimi površinami ali brez njih, z ulivanjem, cepljenjem, spiranjem, peskanjem ali obdelavo z orodjem in s spremenljivimi učinki orisa. Zajema homogene zidake in zidake, sestavljene iz različnih betonskih mešanic za sprednji in zadnji del, izključuje pa zidake, izdelane z okrasno stranico, vezano z adhezivom. Ta standard ne zajema zidakov, ki so v skladu z EN 771-3. Opredeljuje zmogljivost v zvezi z npr. močjo, gostoto, dimenzijsko natančnostjo, videzom površine ter zagotavlja oceno skladnosti proizvoda s tem evropskim standardom. Vključene so zahteve za označevanje proizvodov, ki jih zajema ta evropski standard. Ta evropski standard ne velja za panele etažne višine, zidake, ki se uporabljajo za dimne cevi dimnikov, ali zidake, narejene z okrasno stranico, vezano z adhezivom. Ne vključuje proizvodov, predvidenih za uporabo kot izolacijska zaščita pred vlago, in ne določa standardnih velikosti za zidake iz umetnega kamna ali delovnih dimenzij in kotov zidakov posebnih oblik. Ne zajema zidakov z vgrajenim materialom za toplotno izolacijo, vezanim na stranice zidaka, ki so lahko izpostavljene ognju.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 771-5:2011
01-julij-2011
1DGRPHãþD
SIST EN 771-5:2004
SIST EN 771-5:2004/A1:2005
Specifikacija za zidake - 5. del: Zidaki iz umetnega kamna
Specification for masonry units - Part 5: Manufactured stone masonry units
Festlegungen für Mauersteine - Teil 5: Betonwerksteine
Spécifications pour éléments de maçonnerie - Partie 5: Eléments de maçonnerie en
pierre reconstituée
Ta slovenski standard je istoveten z: EN 771-5:2011
ICS:
91.100.15 Mineralni materiali in izdelki Mineral materials and
products
SIST EN 771-5:2011 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 771-5:2011
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SIST EN 771-5:2011
EUROPEAN STANDARD
EN 771-5
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2011
ICS 91.100.30 Supersedes EN 771-5:2003
English Version
Specification for masonry units - Part 5: Manufactured stone
masonry units
Spécifications pour éléments de maçonnerie - Partie 5: Festlegungen für Mauersteine - Teil 5: Betonwerksteine
Eléments de maçonnerie en pierre reconstituée
This European Standard was approved by CEN on 17 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 771-5:2011: E
worldwide for CEN national Members.
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SIST EN 771-5:2011
EN 771-5:2011 (E)
Contents Page
Foreword .4
1 Scope .5
2 Normative references .5
3 Terms and definitions .6
4 Materials .8
5 Requirements for manufactured stone masonry units .8
5.1 General .8
5.2 Dimensions and tolerances .8
5.2.1 Dimensions .8
5.2.2 Dimensional tolerances .9
5.3 Configuration and appearance . 10
5.3.1 General . 10
5.3.2 Configuration . 10
5.3.3 Surface appearance . 10
5.3.4 Flatness of surfaces . 10
5.4 Density . 10
5.5 Compressive strength . 11
5.5.1 Declared value . 11
5.5.2 Minimum value . 11
5.6 Thermal properties . 12
5.7 Durability . 12
5.8 Water absorption by capillarity . 12
5.8.1 Declared value . 12
5.8.2 Maximum value . 12
5.9 Moisture movement . 12
5.10 Water vapour permeability . 12
5.11 Reaction to fire . 12
5.12 Shear bond strength . 13
5.12.1 General . 13
5.12.2 Declaration based on fixed values . 13
5.12.3 Declaration based on tests . 13
5.13 Flexural bond strength . 13
6 Description, designation and classification of manufactured stone masonry units . 13
6.1 Description and designation . 13
6.2 Classification . 14
7 Marking . 14
8 Evaluation of conformity . 14
8.1 General . 14
8.2 Initial type testing . 15
8.3 Factory production control . 16
8.3.1 General . 16
8.3.2 Testing and measuring equipment . 16
8.3.3 Production equipment . 16
8.3.4 Raw materials . 16
8.3.5 Production process . 17
8.3.6 Finished product testing . 17
8.3.7 Statistical techniques . 17
8.3.8 Marking and stock control of products . 17
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8.3.9 Traceability . 17
8.3.10 Nonconforming products . 17
Annex A (normative) Sampling for initial type testing and for independent testing of
consignments . 18
A.1 General . 18
A.2 Sampling procedure . 18
A.2.1 General . 18
A.2.2 Random sampling . 18
A.2.3 Representative sampling . 18
A.2.4 Dividing the sample . 19
A.2.5 Number of units required for testing . 19
Annex B (normative) Normalised compressive strength . 20
Annex C (informative) Guidance for test frequencies for designing a FPC system to demonstrate
conformity of finished products with the requirements of the standard and the
declaration of the manufacturer . 21
Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU
Construction Products Directive . 23
ZA.1 Scope and relevant characteristics . 23
ZA.2 Procedure(s) for attestation of conformity of manufactured stone masonry units . 25
ZA.2.1 System(s) of attestation of conformity . 25
ZA.2.2 EC Certificate and Declaration of Conformity . 26
ZA.3 CE marking and labelling. 27
Bibliography . 31
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SIST EN 771-5:2011
EN 771-5:2011 (E)
Foreword
This document (EN 771-5:2011) has been prepared by Technical Committee CEN/TC 125 “Masonry”, the
secretariat of which is held by BSI.
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 November 2011, and conflicting national standards shall be withdrawn
at the latest by November 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 771-5:2003.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association and supports the essential requirements of the EU Construction Products
Directive (89/106/EEC).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document.
This European Standard also takes into account the general rules for unreinforced and reinforced masonry in
Eurocode 6.
EN 771, Specification for masonry units consists of:
− Part 1: Clay masonry units
− Part 2: Calcium silicate masonry units
− Part 3: Aggregate concrete masonry units (Dense and light weight aggregates)
− Part 4: Autoclaved aerated concrete masonry units
− Part 5: Manufactured stone masonry units
− Part 6: Natural stone masonry units
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 the United Kingdom.
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SIST EN 771-5:2011
EN 771-5:2011 (E)
1 Scope
This European Standard specifies the characteristics and performance requirements of manufactured stone
masonry units for which the main intended uses are facing or exposed masonry in load bearing or non-load
bearing building and civil engineering applications. The units are suitable for all forms of coursed or random
masonry walling, including single leaf, cavity, partition, retaining and the external masonry to chimneys. They
can provide fire protection, thermal insulation, sound insulation and sound absorption.
This standard covers concrete masonry units manufactured to resemble natural stone using casting or
pressing techniques with or without textured surfaces produced, by casting, splitting, washing, blasting or
tooling and with or without variable outline effects. It covers homogeneous masonry units and those consisting
of different facing and backing concrete mixes, but excludes those manufactured with an adhesive bonded
decorative face. This standard does not cover masonry units intended to conform to EN 771-3.
It defines the performance related to e.g. strength, density, dimensional accuracy, surface appearance and
provides for the evaluation of conformity of the product to this European Standard. The marking requirements
for products covered by this European Standard are also included.
This European Standard does not apply to storey height panels, masonry units used for chimney flues or units
manufactured with an adhesive bonded decorative face. It does not include products intended to be used as a
damp proof course nor does it specify standard sizes for manufactured stone masonry units or work
dimensions and angles of specially shaped units. It does not cover units with an incorporated thermal
insulation material bonded to the faces of the unit susceptible to be exposed to fire.
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 772-1, Methods of test for masonry units — Part 1: Determination of compressive strength
EN 772-11, Methods of test for masonry units — Part 11: Determination of water absorption of aggregate
concrete, autoclaved aerated concrete, manufactured stone and natural stone masonry units due to capillary
action and the initial rate of water absorption of clay masonry units
EN 772-13, Methods of test for masonry units — Part 13: Determination of net and gross dry density of
masonry units (except for natural stone)
EN 772-14, Methods of test for masonry units — Part 14: Determination of moisture movement of aggregate
concrete and manufactured stone masonry units
EN 772-16:2011, Methods of test for masonry units — Part 16: Determination of dimensions
EN 772-20, Methods of test for masonry units — Part 20: Determination of flatness of faces of aggregate
concrete, manufactured stone and natural stone masonry units
EN 1052-2, Methods of test for masonry — Part 2: Determination of flexural strength
EN 1052-3, Methods of test for masonry — Part 3: Determination of initial shear strength
EN 1745, Masonry and masonry products — Methods for determining thermal properties
EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification using
data from reaction to fire tests
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EN 771-5:2011 (E)
EN ISO 12572, Hygrothermal performance of building materials and products — Determination of water
vapour transmission properties (ISO 12572:2001)
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
3.1
masonry unit
preformed component intended for use in masonry construction
3.2
facing masonry unit
masonry unit intended for use with one or more faces visible in use which may or may not be exposed
3.3
exposed face
face intended to be exposed to external climatic conditions
3.4
manufactured stone masonry unit
facing masonry unit having at least one exposed face with a close structure formed from either one or two
homogeneous mixtures of aggregate, cementitious binder and other materials moulded under pressure and/or
vibration and with or without further processing, intended to resemble and be used as an alternative to natural
stone
3.5
two-part masonry unit
masonry unit manufactured with different facing and backing concretes
3.6
co-ordinating size
size of the co-ordinating space allocated to a masonry unit including an allowance for joints
3.7
work size
size of a masonry unit specified for its manufacture to which the actual size conforms within permissible
deviations
3.8
actual size
size of a masonry unit as measured
3.9
regular shaped masonry unit
masonry unit with an overall rectangular parallelepiped shape
3.10
specially shaped masonry unit
masonry unit which is not a rectangular parallelepiped
3.11
accessory unit
masonry unit which is shaped to provide a particular function, e.g. to complete the geometry of the masonry
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3.12
interlocking features
shaped, matched projections and indentations on masonry units
EXAMPLE Tongue and groove systems.
3.13
recess
depression or indentation in one or more surfaces of a masonry unit
EXAMPLE Mortar pocket, rendering keyway.
3.14
normalised compressive strength of masonry units
compressive strength of masonry units converted to the air dry compressive strength of an equivalent 100 mm
wide × 100 mm high masonry unit
NOTE See procedure given in Annex B of this standard.
3.15
declared value
value that a manufacturer is confident of achieving bearing in mind the precision of the test and the variability
of the manufacturing process
3.16
profiled surface
surface with pronounced relief
3.17
textured surface
surface which, either during or after manufacture, is subjected to mechanical, physical or chemical processing
3.18
Category I masonry units
units with a declared compressive strength with a probability of failure to reach it not exceeding 5 %
NOTE This can be determined via the mean or characteristic value.
3.19
Category II masonry units
units not intended to comply with the level of confidence of Category I units
3.20
mean compressive strength of masonry units
arithmetic mean of the compressive strengths of masonry units
3.21
characteristic compressive strength of masonry units
compressive strength corresponding to the 5 % fractile of the compressive strength of masonry units
3.22
consignment
shipment from the supplier
3.23
product group
products from one manufacturer having common values for one or more characteristic
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EN 771-5:2011 (E)
4 Materials
The specifications of the materials to be used shall be included in the production control documentation. If
appropriate European Standards are available, they shall be used except that aggregate need not comply with
the grading requirements. If not available, the manufacturer shall specify the materials and have data on their
suitability.
5 Requirements for manufactured stone masonry units
5.1 General
The requirements and properties specified in this European Standard shall be defined in terms of the test
methods and other procedures referred to in this European Standard.
It should be noted that the standard test methods are not always applicable to specially shaped masonry units
and accessory units as defined in 3.10 and 3.11 respectively.
The conformity criteria given in the following subclauses relate to initial type testing (see 8.2) and when
relevant to consignment testing (see Annex A). For the compressive strength of Category I units use a 50 %
fractile (p = 0,50) for mean values or 5 % fractile (p = 0,05) for characteristic values and a confidence level of
95 %.
For production evaluation the manufacturer shall define the conformity criteria in the factory production control
documentation (see 8.3).
5.2 Dimensions and tolerances
5.2.1 Dimensions
The manufacturer shall declare the dimensions of the manufactured stone masonry units in millimetres for
length, width and height, in that order (see Figure 1), and shall declare the tolerance category (see 5.2.2.1).
Dimensions in millimetres
Key
1 Length 3 Height 5 Face
2 Width 4 Bed 6 Header
NOTE This relates to the normal use of the masonry units in the wall.
Figure 1 — Dimensions and surfaces
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EN 771-5:2011 (E)
They shall be given in terms of work size.
NOTE In addition the co-ordinating size can be given.
They shall not exceed 650 mm in any co-ordinating dimension excluding the thickness of any profile on a non-
planar face.
5.2.2 Dimensional tolerances
5.2.2.1 Tolerances
The actual dimensions of individual regular units shall conform to the declared work size dimensions subject
to the tolerance given in Table 1, except where surfaces are deliberately non-planar, in which case the
manufacturer shall declare the tolerances. The manufacturer may declare closer tolerances for one or more
dimensions.
Table 1 — Limit deviations in millimetres
Tolerance category D1 D2 D3
+3 +1
Length
−5 −3
+3 +1
Width Declared values
−5 −3
+3 +1
Height
−5 −3
Tolerances for specially shaped and accessory units shall be declared by the manufacturer.
If sampled in accordance with A.2 and tested in accordance with EN 772-16, the mean value of the
measurements taken of any one dimension of a single unit shall not vary from the manufacturer's work size by
more than the tolerances given above for the declared tolerance category.
5.2.2.2 Flatness of bed faces
When manufactured stone masonry units are intended to be used with thin layer mortar, the manufacturer
shall declare the maximum deviation from flatness of the bed faces.
If sampled in accordance with A.2 and tested in accordance with EN 772-20, the deviation from flatness of the
bed faces shall not exceed the declared value.
5.2.2.3 Parallelism of bed faces
When manufactured stone masonry units are intended to be used with thin layer mortar, the manufacturer
shall also declare the maximum deviation from plane parallelism of the bed faces.
If sampled in accordance with A.2 and tested in accordance with EN 772-16:2011 Method d), the deviation
from plane parallelism shall not exceed the declared value.
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5.3 Configuration and appearance
5.3.1 General
Units may be homogenous or two-part, but, in the case of two-part masonry units, the facing mix shall have a
thickness of not less than 20 mm. There shall be no delamination between the facing and the backing
concretes.
5.3.2 Configuration
When relevant to the uses for which manufactured stone masonry units are put on the market, the
configuration shall be declared, including the maximum area of voids on a bed face as a percentage of the
length × width of the unit. The declaration may be made using a drawing or an illustration.
Units intended for use in structural applications shall contain not more than 60 % by volume of all formed
voids and may be provided with or without recesses or interlocking features. Such units containing not more
than 25 % by volume of formed voids and having no single void greater than 12,5 % of the total volume of the
unit may be declared as Group 1 masonry units, in accordance with the requirements of EN 1996-1-1.
When conformity with the declared configuration cannot be assessed by visual inspection, masonry units shall
be sampled in accordance with A.2, measured in accordance with EN 772-16 and the values calculated.
5.3.3 Surface appearance
The exposed surfaces of manufactured stone masonry units shall be plain, profiled or textured as declared by
the manufacturer. Compliance of textured or profiled surfaces may be established on the basis of comparison
with any approved samples. Comparison shall be made from a distance of
3 m in normal daylight conditions.
5.3.4 Flatness of surfaces
Where the surfaces of the unit are declared by the manufacturer to be plain (see 5.3.3), they shall not deviate
from a plane by more than (0,1 L ) mm or 2 mm whichever is the greater, where L is the length of the
d d
diagonal of the surface declared plain. If sampled in accordance with A.2 and tested in accordance with
EN 772-20, no individual measurement of the deviation from a plane shall exceed the value given above.
5.4 Density
When relevant to the uses for which the unit is put on the market, and in all cases for masonry units intended
to be used in elements subject to acoustic requirements, the manufacturer shall declare its gross dry density.
For two-part units the net dry density of each part shall be declared.
NOTE This declaration can be made for the evaluation of:
− loading;
− sound insulation;
− thermal insulation;
− fire resistance.
The deviation from the manufacturer’s declared mean gross dry density and mean net dry density shall not be
more than 7,5 %.
For the gross dry density of homogeneous units and of two-part units, whole units or representative samples
shall be used. For the net dry density of the constituent concretes of two-part units samples of the unformed
mix may be taken and moulded in a manner to obtain a level of compaction similar to that attained in the units.
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EN 771-5:2011 (E)
If sampled in accordance with A.2 and tested in accordance with EN 772-13, the mean value of the dry
density (gross or net) of the six units tested shall be within 7,5 % of the manufacturer's declared value.
5.5 Compressive strength
5.5.1 Declared value
The normalised strength of the manufactured stone masonry units in compression shall be declared by the
manufacturer (declared value for definition see 3.15). Either the mean or the characteristic (5 % fractile)
value may be declared but it shall be clearly stated which has been declared. The declaration shall relate to
and indicate the intended orientation(s) of the masonry unit
...
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Specifikacija za zidake - 5. del: Zidaki iz umetnega kamnaFestlegungen für Mauersteine - Teil 5: BetonwerksteineSpécifications pour éléments de maçonnerie - Partie 5: Eléments de maçonnerie en pierre reconstituéeSpecification for masonry units - Part 5: Manufactured stone masonry units91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:FprEN 771-5kSIST FprEN 771-5:2010en,fr,de01-december-2010kSIST FprEN 771-5:2010SLOVENSKI
STANDARD
kSIST FprEN 771-5:2010
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
FprEN 771-5
September 2010 ICS 91.100.30 Will supersede EN 771-5:2003English Version
Specification for masonry units - Part 5: Manufactured stone masonry units
Spécifications pour éléments de maçonnerie - Partie 5: Eléments de maçonnerie en pierre reconstituée
Festlegungen für Mauersteine - Teil 5: Betonwerksteine This draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee CEN/TC 125.
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 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.
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
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. FprEN 771-5:2010: EkSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 2 Contents Page Foreword .41 Scope .52 Normative references .53 Terms and definitions .64 Materials .85 Requirements for manufactured stone masonry units .85.1 General .85.2 Dimensions and tolerances .85.2.1 Dimensions .85.2.2 Dimensional tolerances .95.3 Configuration and appearance . 105.3.1 General . 105.3.2 Configuration . 105.3.3 Surface appearance . 105.3.4 Flatness of surfaces . 105.4 Density . 105.5 Compressive strength . 115.5.1 Declared value . 115.5.2 Minimum value . 115.6 Thermal properties . 125.7 Durability . 125.8 Water absorption by capillarity . 125.8.1 Declared value . 125.8.2 Maximum value . 125.9 Moisture movement . 125.10 Water vapour permeability . 125.11 Reaction to fire . 125.12 Shear bond strength . 135.12.1 General . 135.12.2 Declaration based on fixed values . 135.12.3 Declaration based on tests . 135.13 Flexural bond strength . 136 Description, designation and classification of manufactured stone masonry units . 136.1 Description and designation . 136.2 Classification . 147 Marking . 148 Evaluation of conformity . 148.1 General . 148.2 Initial type testing . 158.3 Factory production control . 168.3.1 General . 168.3.2 Testing and measuring equipment . 168.3.3 Production equipment . 168.3.4 Raw materials . 168.3.5 Production process . 178.3.6 Finished product testing . 178.3.7 Statistical techniques . 178.3.8 Marking and stock control of products . 17kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 3 8.3.9 Traceability . 178.3.10 Nonconforming products . 17Annex A (normative)
Sampling for initial type testing and for independent testing of consignments . 18A.1 General . 18A.2 Sampling procedure . 18A.2.1 General . 18A.2.2 Random sampling . 18A.2.3 Representative sampling . 18A.2.4 Dividing the sample . 19A.2.5 Number of units required for testing . 19Annex B (normative)
Normalised compressive strength . 20Annex C (informative)
Guidance on FPC frequencies. 21Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 23ZA.1 Scope and relevant characteristics . 23ZA.2 Procedure(s) for attestation of conformity of manufactured stone masonry units . 25ZA.2.1 System(s) of attestation of conformity . 25ZA.2.2 EC Certificate and Declaration of Conformity . 26ZA.3 CE marking and labelling. 27Bibliography . 31
kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 4 Foreword This document (FprEN 771-5:2010) has been prepared by Technical Committee CEN/TC 125 “Masonry”, the secretariat of which is held by BSI. This document is currently submitted to the Unique Acceptance Procedure. This document will supersede EN 771-5:2003. 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. It also takes into account the general rules for unreinforced and reinforced masonry in Eurocode 6.
EN 771, Specification for masonry units consists of: − Part 1: Clay masonry units − Part 2: Calcium silicate masonry units − Part 3: Aggregate concrete masonry units (Dense and light weight aggregates) − Part 4: Autoclaved aerated concrete masonry units − Part 5: Manufactured stone masonry units − Part 6: Natural stone masonry units
kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 5 1 Scope This European Standard specifies the characteristics and performance requirements of manufactured stone masonry units for which the main intended uses are facing or exposed masonry in load bearing or non-load bearing building and civil engineering applications. The units are suitable for all forms of coursed or random masonry walling, including single leaf, cavity, partition, retaining and the external masonry to chimneys. They can provide fire protection, thermal insulation, sound insulation and sound absorption. This standard covers concrete masonry units manufactured to resemble natural stone using casting or pressing techniques with or without textured surfaces produced, by casting, splitting, washing, blasting or tooling and with or without variable outline effects. It covers homogeneous masonry units and those consisting of different facing and backing concrete mixes, but excludes those manufactured with an adhesive bonded decorative face. This standard does not cover masonry units intended to conform to EN 771-3. It defines the performance related to e.g. strength, density, dimensional accuracy, surface appearance and provides for the evaluation of conformity of the product to this European Standard. The marking requirements for products covered by this European Standard are also included. This European Standard does not apply to storey height panels, masonry units used for chimney flues or units manufactured with an adhesive bonded decorative face. It does not include products intended to be used as a damp proof course nor does it specify standard sizes for manufactured stone masonry units or work dimensions and angles of specially shaped units. It does not cover units with an incorporated thermal insulation material bonded to the faces of the unit susceptible to be exposed to fire. 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 772-1, Methods of test for masonry units — Part 1: Determination of compressive strength EN 772-11, Methods of test for masonry units — Part 11: Determination of water absorption of aggregate concrete, autoclaved aerated concrete, manufactured stone and natural stone masonry units due to capillary action and the initial rate of water absorption of clay masonry units EN 772-13, Methods of test for masonry units — Part 13: Determination of net and gross dry density of masonry units (except for natural stone) EN 772-14, Methods of test for masonry units — Part 14: Determination of moisture movement of aggregate concrete and manufactured stone masonry units EN 772-16, Methods of test for masonry units — Part 16: Determination of dimensions EN 772-20, Methods of test for masonry units — Part 20: Determination of flatness of faces of aggregate concrete, manufactured stone and natural stone masonry units EN 1052-2, Methods of test for masonry — Part 2: Determination of flexural strength EN 1052-3, Methods of test for masonry — Part 3: Determination of initial shear strength prEN 1745, Masonry and masonry products — Methods for determining thermal properties EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification using data from reaction to fire tests kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 6 EN ISO 12572, Hygrothermal performance of building materials and products — Determination of water vapour transmission properties (ISO 12572:2001) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 masonry unit preformed component intended for use in masonry construction 3.2 facing masonry unit masonry unit intended for use with one or more faces visible in use which may or may not be exposed 3.3 exposed face face intended to be exposed to external climatic conditions 3.4 manufactured stone masonry unit facing masonry unit having at least one exposed face with a close structure formed from either one or two homogeneous mixtures of aggregate, cementitious binder and other materials moulded under pressure and/or vibration and with or without further processing, intended to resemble and be used as an alternative to natural stone 3.5 two-part masonry unit masonry unit manufactured with different facing and backing concretes 3.6 co-ordinating size size of the co-ordinating space allocated to a masonry unit including an allowance for joints 3.7 work size size of a masonry unit specified for its manufacture to which the actual size conforms within permissible deviations 3.8 actual size size of a masonry unit as measured 3.9 regular shaped masonry unit masonry unit with an overall rectangular parallelepiped shape 3.10 specially shaped masonry unit masonry unit which is not a rectangular parallelepiped 3.11 accessory unit masonry unit which is shaped to provide a particular function, e.g. to complete the geometry of the masonry kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 7 3.12 interlocking features shaped, matched projections and indentations on masonry units EXAMPLE Tongue and groove systems. 3.13 recess depression or indentation in one or more surfaces of a masonry unit
EXAMPLE Mortar pocket, rendering keyway. 3.14 normalised compressive strength of masonry units compressive strength of masonry units converted to the air dry compressive strength of an equivalent 100 mm wide × 100 mm high masonry unit NOTE See procedure given in Annex B of this standard. 3.15 declared value value that a manufacturer is confident of achieving bearing in mind the precision of the test and the variability of the manufacturing process 3.16 profiled surface surface with pronounced relief 3.17 textured surface surface which, either during or after manufacture, is subjected to mechanical, physical or chemical processing 3.18 Category I masonry units units with a declared compressive strength with a probability of failure to reach it not exceeding 5 % NOTE This can be determined via the mean or characteristic value. 3.19 Category II masonry units units not intended to comply with the level of confidence of Category I units 3.20 mean compressive strength of masonry units arithmetic mean of the compressive strengths of masonry units 3.21 characteristic compressive strength of masonry units compressive strength corresponding to the 5 % fractile of the compressive strength of masonry units 3.22 consignment shipment from the supplier
3.23 product group products from one manufacturer having common values for one or more characteristic kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 8 4 Materials The specifications of the materials to be used shall be included in the production control documentation. If appropriate European Standards are available, they shall be used except that aggregate need not comply with the grading requirements. If not available, the manufacturer shall specify the materials and have data on their suitability. 5 Requirements for manufactured stone masonry units 5.1 General The requirements and properties specified in this European Standard shall be defined in terms of the test methods and other procedures referred to in this European Standard. It should be noted that the standard test methods are not always applicable to specially shaped masonry units and accessory units as defined in 3.10 and 3.11 respectively. The conformity criteria given in the following subclauses relate to initial type testing (see 8.2) and when relevant to consignment testing (see Annex A). For the compressive strength of Category I units use a 50 % fractile (p = 0,50) for mean values or 5 % fractile (p = 0,05) for characteristic values and a confidence level of 95 %. For production evaluation the manufacturer shall define the conformity criteria in the factory production control documentation (see 8.3). 5.2 Dimensions and tolerances 5.2.1 Dimensions The manufacturer shall declare the dimensions of the manufactured stone masonry units in millimetres for length, width and height, in that order (see Figure 1), and shall declare the tolerance category (see 5.2.2.1).
Key 1 Length 3 Height 5 Face 2 Width 4 Bed 6 Header
NOTE This relates to the normal use of the masonry units in the wall. Figure 1 — Dimensions and surfaces They shall be given in terms of work size. kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 9 NOTE In addition the co-ordinating size can be given. They shall not exceed 650 mm in any co-ordinating dimension excluding the thickness of any profile on a non-planar face. 5.2.2 Dimensional tolerances 5.2.2.1 Tolerances The actual dimensions of individual regular units shall conform to the declared work size dimensions subject to the tolerance given in Table 1, except where surfaces are deliberately non-planar, in which case the manufacturer shall declare the tolerances. The manufacturer may declare closer tolerances for one or more dimensions. Table 1 — Limit deviations in millimetres Tolerance category D1 D2 D3 Length +3 +1 Declared values −5 −3 Width +3 +1 −5 −3 Height +3 +1 −5 −3
Tolerances for specially shaped and accessory units shall be declared by the manufacturer. If sampled in accordance with A.2 and tested in accordance with EN 772-16, the mean value of the measurements taken of any one dimension of a single unit shall not vary from the manufacturer's work size by more than the tolerances given above for the declared tolerance category. 5.2.2.2 Flatness of bed faces When manufactured stone masonry units are intended to be used with thin layer mortar, the manufacturer shall declare the maximum deviation from flatness of the bed faces. If sampled in accordance with A.2 and tested in accordance with EN 772-20, the deviation from flatness of the bed faces shall not exceed the declared value. 5.2.2.3 Parallelism of bed faces When manufactured stone masonry units are intended to be used with thin layer mortar, the manufacturer shall also declare the maximum deviation from plane parallelism of the bed faces. If sampled in accordance with A.2 and tested in accordance with EN 772-16 Method d), the deviation from plane parallelism shall not exceed the declared value. kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 10 5.3 Configuration and appearance 5.3.1 General Units may be homogenous or two-part, but, in the case of two-part masonry units, the facing mix shall have a thickness of not less than 20 mm. There shall be no delamination between the facing and the backing concretes.
5.3.2 Configuration When relevant to the uses for which manufactured stone masonry units are put on the market, the configuration shall be declared, including the maximum area of voids on a bed face as a percentage of the length × width of the unit. The declaration may be made using a drawing or an illustration. Units intended for use in structural applications shall contain not more than 60 % by volume of all formed voids and may be provided with or without recesses or interlocking features. Such units containing not more than 25 % by volume of formed voids and having no single void greater than 12,5 % of the total volume of the unit may be declared as Group 1 masonry units, in accordance with the requirements of EN 1996-1-1. When conformity with the declared configuration cannot be assessed by visual inspection, masonry units shall be sampled in accordance with A.2, measured in accordance with EN 772-16 and the values calculated. 5.3.3 Surface appearance The exposed surfaces of manufactured stone masonry units shall be plain, profiled or textured as declared by the manufacturer. Compliance of textured or profiled surfaces may be established on the basis of comparison with any approved samples. Comparison shall be made from a distance of 3 m in normal daylight conditions. 5.3.4 Flatness of surfaces Where the surfaces of the unit are declared by the manufacturer to be plain (see 5.3.3), they shall not deviate from a plane by more than (0,1 dL) mm or 2 mm whichever is the greater, where Ld is the length of the diagonal of the surface declared plain. If sampled in accordance with A.2 and tested in accordance with EN 772-20, no individual measurement of the deviation from a plane shall exceed the value given above. 5.4 Density When relevant to the uses for which the unit is put on the market, and in all cases for masonry units intended to be used in elements subject to acoustic requirements, the manufacturer shall declare its gross dry density. For two-part units the net dry density of each part shall be declared. NOTE This declaration can be made for the evaluation of: − loading; − sound insulation; − thermal insulation; − fire resistance. The deviation from the manufacturer’s declared mean gross dry density and mean net dry density shall not be more than 7,5 %. For the gross dry density of homogeneous units and of two-part units, whole units or representative samples shall be used. For the net dry density of the constituent concretes of two-part units samples of the unformed mix may be taken and moulded in a manner to obtain a level of compaction similar to that attained in the units. kSIST FprEN 771-5:2010
FprEN 771-5:2010 (E) 11 If sampled in accordance with A.2 and tested in accordance with EN 772-13, the mean value of the dry density (gross or net) of the six units tested shall be within 7,5 % of the manufacturer's declared value. 5.5 Compressive strength 5.5.1 Declared value The normalised strength of the manufactured stone masonry units in compression shall be declared by the manufacturer (declared value for definition see 3.15). Either the mean or the characteristic (5 % fractile) value may be declared but it shall be clearly stated which has been declared. The declaration shall relate to and indicate the intended orientation(s) of the masonry units as tested, the method(s) of bedding the units and whether any voids present are intended to be fully filled with mortar. In addition the manufacturer shall declare whether the manufactured stone masonry unit is classified as Category I or Category II (see ZA.2). The manufacturer shall declare the conditioning regime and the surface preparation to be used in establishing compliance with the declared compressive strength of the units shall be declared. The procedure for normalising the compressive strength of a unit is given in Annex B. The compressive strength shall be determined by testing either whole masonry units or cubes of dimension 100 mm or 150 mm. Cubes may be cut from a unit or may be prepared from samples of the unformed mix moulded in a manner to obtain a level of compaction similar to that attained in the unit. If sampled in accordance with A.2 and tested in accordance with EN 772-1, then: Conformity with the declared Mean Value of the normalised compressive strength shall be met if the mean of the normalised compressive strengths of the six units tested is not less than the manufacturer's declared value and no individual normalised compressive strength is less than 0,8 × the declared value; Conformity with the declared Characteristic Value of the normalised compressive strength shall be met if the individual normalised compressive strengths of the first six units tested are not less than the declared value except that if only one of the tested units is less than the declared value but not less than 0,9 × the declared value, the remaining 6 units shall be tested and all of the individual normalised compressive strengths of the six units shall be not less than the declared value. 5.5.2 Minimum value The minimum strength of manufactured stone masonry units meeting the requirements of this standard shall be as given in Table 2. Table 2 — Normalised compressive strength of manufactured stone masonry unitsa
Type of masonry unit Mean compressive strength Characteristic compressive strength
N/mm2 N/mm2 Homogeneous 20 17,5 Two-part:
facing mix 20 17,5 backing mix 15 13 NOTE 1 The
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