SIST EN 15564:2009
Precast concrete products - Resin bound concrete - Requirements and test methods
Precast concrete products - Resin bound concrete - Requirements and test methods
This document specifies common requirements for resin-bound concrete used in the fabrication of precast concrete products. It is intended to be used when preparing documents for resin-bound concrete products.Resin-bound concrete product standards will define specific requirements, which may be additional to those given in this document. Product standards will give any limiting values.Examples for the use of resin-bound concrete are: street furniture and garden products, decorative elements, structural elements, window sills, machine tool structures, elements for fence, animal troughs and slats, etc.structural elements, window sills, machine tool structures, elements for fence, animal troughs and slats, etc.This standard is not applicable to polymer-modified or impregnated mortar and concrete.
Betonfertigteile - Kunstharzbeton - Anforderungen und Prüfverfahren
Diese Europäische Norm legt die allgemeinen Anforderungen für Kunstharzbeton, der für die Herstellung von
vorgefertigten Betonerzeugnissen verwendet wird, fest. Sie soll bei der Erstellung von Dokumenten für
Erzeugnisse aus Kunstharzbeton angewendet werden.
Produktnormen für Kunstharzbeton legen bestimmte zusätzliche, nicht in dieser Norm vorhandene Anforderungen
fest. Grenzwerte werden in den Produktnormen angegeben.
Beispiele für die Verwendung von Kunstharzbeton sind: Straßenmöbel und Gartengestaltungselemente,
Dekorationselemente, Fensterbrüstungen, Unterbauten von Werkzeugmaschinen, Zaunelemente, Futtertröge
und Steglatten usw.
Diese Norm gilt nicht für polymermodifizierten oder imprägnierten Mörtel bzw. Beton (nur PC, nicht jedoch
PCC oder SPCC).
Produits préfabriqués en béton - Béton de résine - Prescriptions et méthodes d'essai
Le présent document spécifie les prescriptions communes pour le béton de résine utilisé dans la fabrication de produits préfabriqués en béton. Il est destiné a etre utilisé lors de l’élaboration de documents relatifs aux produits en béton de résine.
Les normes de produits en béton de résine peuvent définir des prescriptions particulieres pouvant etre complémentaires a celles données dans le présent document. Les normes de produits peuvent prescrire des valeurs limites pour certaines caractéristiques.
Ci-apres, a titre indicatif, quelques exemples d’utilisation du béton de résine : mobilier urbain et de jardin, éléments décoratifs, éléments structurels, appuis de fenetre, bâtis de machines-outils, éléments de clôtures, mangeoires et caillebotis pour le bétail, etc.
La présente norme n’est pas applicable aux bétons et aux mortiers a liant mixte résine/ciment ainsi qu’aux bétons et mortiers imprégnés de polymere a l’état durci.
Montažni betonski izdelki - Epoksi vezan beton - Zahteve in preskusne metode
General Information
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Montažni betonski izdelki - Epoksi vezan beton - Zahteve in preskusne metodeBetonfertigteile - Kunstharzbeton - Anforderungen und PrüfverfahrenProduits préfabriqués en béton - Béton de résine - Prescriptions et méthodes d'essaiPrecast concrete products - Resin bound concrete - Requirements and test methods91.100.30Beton in betonski izdelkiConcrete and concrete productsICS:Ta slovenski standard je istoveten z:EN 15564:2008SIST EN 15564:2009en,fr01-marec-2009SIST EN 15564:2009SLOVENSKI
STANDARD
SIST EN 15564:2009
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 15564October 2008ICS 91.100.30 English VersionPrecast concrete products - Resin bound concrete -Requirements and test methodsProduits préfabriqués en béton - Béton de résine -Prescriptions et méthodes d'essaiBetonfertigteile - Kunstharzbeton - Anforderungen undPrüfverfahrenThis European Standard was approved by CEN on 13 September 2008.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15564:2008: ESIST EN 15564:2009
EN 15564:2008 (E) 2 Contents Page Foreword.4 1 Scope.5 2 Normative references.5 3 Terms and definitions.6 4 Requirements.7 4.1 General.7 4.2 Constituent materials.7 4.2.1 Aggregates.7 4.2.2 Filler.7 4.2.3 Resin.7 4.3 Other materials.8 4.4 Properties of resin-bound concrete.8 4.4.1 General.8 4.4.2 Apparent density, water absorption and water permeability.8 4.4.3 Strength.8 4.4.4 Surface hardness.8 4.4.5 Slipperiness behaviour.8 4.4.6 Abrasion resistance.8 4.4.7 Thermal shock resistance.8 4.4.8 Impact resistance.8 4.4.9 Linear thermal expansion coefficient.9 4.4.10 Chemical resistance.9 4.4.11 Freeze and thaw resistance.9 4.4.12 Thermal conductivity.9 4.4.13 Reaction to fire.9 5 Tests.9 5.1 Constituent materials.9 5.1.1 Aggregates.9 5.1.2 Filler.9 5.1.3 Resin.9 5.2 Test specimens.10 5.2.1 General.10 5.2.2 Cast test specimens.10 5.3 Apparent density, water absorption and water permeability.10 5.4 Strength.10 5.5 Surface hardness.11 5.6 Slipperiness behaviour.11 5.7 Abrasion resistance.11 5.8 Thermal shock resistance.11 5.9 Impact resistance.11 5.10 Linear thermal expansion coefficient.11 5.11 Chemical resistance.11 5.12 Freeze and thaw resistance.11 5.13 Thermal conductivity.11 5.14 Reaction to fire.11 6 Evaluation of conformity.12 6.1 General.12 6.2 Initial type tests.12 6.3 Factory production control.12 SIST EN 15564:2009
EN 15564:2008 (E) 3 6.3.1 General.12 6.3.2 Organisation.12 6.3.3 Control system.13 6.3.4 Document control.13 6.3.5 Process control.13 6.3.6 Inspection and testing.13 6.3.7 Non-conforming products.18 6.3.8 Indirect or alternative test method.19 Annex A (normative)
Determination of the viscosity of the resin.20 A.1 Aim.20 A.2 Method.20 A.3 Apparatus.20 A.4 Procedure.21 A.4.1 Preliminary operations.21 A.4.2 Test procedure.21 A.5 Results.22 Annex B (normative)
Determination of the reactivity of the resin.23 B.1 Aim.23 B.2 Method.23 B.3 Apparatus.23 B.4 Procedure.23 B.5 Results.24 Annex C (normative)
Determination of the surface hardness.25 C.1 Aim.25 C.2 Method.25 C.3 Apparatus.25 C.4 Procedure.25 C.4.1 Calibration of the hardness tester.25 C.4.2 Test procedure.26 C.5 Results.26 Bibliography.27
SIST EN 15564:2009
EN 15564:2008 (E) 4 Foreword This document (EN 15564:2008) has been prepared by Technical Committee CEN/TC 229 “Precast concrete products”, the secretariat of which is held by AFNOR. 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 2009, and conflicting national standards shall be withdrawn at the latest by April 2009. 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. 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, 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. SIST EN 15564:2009
EN 15564:2008 (E) 5 1 Scope This European Standard specifies common requirements for resin-bound concrete used in the fabrication of precast concrete products. It is intended to be used when preparing documents for resin-bound concrete products. Resin-bound concrete product standards will define specific requirements, which may be additional to those given in this document. Product standards will give any limiting values. Examples for the use of resin-bound concrete are: street furniture and garden products, decorative elements, window sills, machine tool structures, elements for fence, animal troughs and slats, etc. This standard is not applicable to polymer-modified or impregnated mortar and concrete (only PC not PCC or SPCC). 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 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution — Sieving method EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of fillers (air jet sieving) EN 1097-5, Test for mechanical and physical properties of aggregates — Part 5: Determination of the water content by drying in a ventilated oven EN 12620, Aggregates for concrete EN 12664, Thermal performance of building materials and products — Determination of thermal resistance by means of guarded hot plate and heat flow meter methods — Dry and moist products of medium and low thermal resistance EN 13501-1, Fire classification of construction products and building elements — Part 1: Classification using data from reaction to fire tests EN 13823, Reaction to fire tests for building products — Building products excluding floorings exposed to the thermal attack by a single burning item EN 14231, Natural stone test methods — Determination of the slip resistance by means of the pendulum tester EN 14617-1, Agglomerated stone — Test methods — Part 1: Determination of apparent density and water absorption EN 14617-2, Agglomerated stone — Test methods — Part 2: Determination of flexural strength (bending) EN 14617-4, Agglomerated stone — Test methods — Part 4: Determination of the abrasion resistance EN 14617-5, Agglomerated stone — Test methods — Part 5: Determination of freeze and thaw resistance EN 14617-6, Agglomerated stone — Test methods — Part 6: Determination of thermal shock resistance SIST EN 15564:2009
EN 15564:2008 (E) 6 EN 14617-9, Agglomerated stone — Test methods — Part 9: Determination of impact resistance EN 14617-10, Agglomerated stone — Test methods — Part 10: Determination of chemical resistance EN 14617-11, Agglomerated stone — Test methods — Part 11: Determination of linear thermal expansion coefficient EN 14617-15, Agglomerated stone — Test methods — Part 15: Determination of compressive strength EN 14618:2005, Agglomerated stone — Terminology and classification EN 14889-1, Fibres for concrete — Part 1: Steel fibres — Definitions, specifications and conformity EN 14889-2, Fibres for concrete — Part 2: Polymer fibres — Definitions, specifications and conformity EN ISO 178, Plastics — Determination of flexural properties (ISO 178:2001) EN ISO 584, Plastics — Unsaturated polyester resins — Determination of reactivity at 80 °C (conventional method) (ISO 584:1982) EN ISO 2555, Plastics — Resins in the liquid state or as emulsions or dispersions — Determination of apparent viscosity by the Brookfield Test method. (ISO 2555:1989) EN ISO 3219, Plastics — Polymers/resins in the liquid state or as emulsions or dispersions — Determination of viscosity using a rotational viscometer with defined shear rate (ISO 3219:1993) EN ISO 9371, Plastics — Phenolic resins in the liquid state or in solution — Determination of viscosity (ISO 9371:1990) EN ISO 10456, Building materials and products — Hygrothermal properties —Tabulated design values and procedures for determining declared and design thermal values (ISO 10456:2007) 3 Terms and definitions For the purposes of this document the terms and definitions given in EN 14618:2005 and the following apply. 3.1 additive material used to impart specific properties to the resin 3.2 binder organic chemical product used to bind via an irreversible process the aggregates and the filler 3.3 characteristic value value of a property below which 5 % of the population of all possible property determinations of the volume of resin-bound concrete under consideration are expected to fall 3.4 resin liquid cross-linkable chemical product, generally constituted by a solution of a polymer in a monomer, used to form the organic binding paste NOTE 1 Examples of most commonly used resins in polymer concrete are unsaturated polyester (i.e., polyester-styrene system), epoxy, and acrylic (i.e., methyl methacrylate monomer). SIST EN 15564:2009
EN 15564:2008 (E) 7 WARNING — The attention is drawn to the dangers which the handling of the resins and catalysts presents. Supplier’s technical data sheet may give information on the precautions of use of such products. 3.5 resin-bound concrete polymer concrete made with natural or artificial aggregates and an organic binder, which can be cast into forms or moulds by means of conventional concrete techniques (centrifugation or vibration/compaction process) or other techniques 4 Requirements 4.1 General The specifications of the materials to be used shall be included in the production control documentation (see 6.3). If appropriate documents are available, they shall be used. If not available, the manufacturer shall specify the materials and have data on their suitability. 4.2 Constituent materials 4.2.1 Aggregates 4.2.1.1 General
General suitability is established for aggregates conforming to EN 12620. Aggregates shall not contain harmful constituents in such quantities as may be detrimental to the curing, strength, and durability of the polymer concrete. The size of particles in aggregates shall not exceed 1/3 of the smallest thickness of the product. 4.2.1.2 Grading The aggregate grading shall be determined according to 5.1.1.1. 4.2.1.3 Water content When required, the water content of the aggregates shall be determined according to 5.1.1.2. 4.2.2 Filler General suitability is established for mineral fillers conforming to EN 12620. Fillers shall not contain harmful constituents in such quantities as may be detrimental to the curing, strength, and durability of the resin bound concrete. The filler grading shall be determined according to 5.1.2. 4.2.3 Resin 4.2.3.1 General
The resin shall be kept away from light, in a dry place and at a constant temperature. SIST EN 15564:2009
EN 15564:2008 (E) 8 4.2.3.2 Viscosity Where the viscosity of the resin is to be determined, it shall be measured according to 5.1.3.1. 4.2.3.3 Reactivity Where the reactivity of the resin is to be determined, it shall be measured according to 5.1.3.2. 4.3 Other materials • Fibres Where fibres are used to strengthen the binder, general suitability is established for metallic fibres conforming to EN 14889-1 and for polymer fibres to EN 14889-2. 4.4 Properties of resin-bound concrete 4.4.1 General The main properties of resin-bound concrete are defined below. Product standards may identify additional properties. Results obtained from testing shall be expressed as characteristic values. 4.4.2 Apparent density, water absorption and water permeability When required, apparent density, water absorption and/or water permeability of resin-bound concrete shall be given and determined according to 5.3. 4.4.3 Strength When required, flexural and/or compressive strength shall be given and determined according to 5.4. 4.4.4 Surface hardness When required, the surface hardness shall be given and determined according to 5.5. 4.4.5 Slipperiness behaviour When required, the unpolished or polished slip/skid resistance shall be given and determined according to 5.6. 4.4.6 Abrasion resistance When required, the abrasion resistance shall be given and determined according to 5.7. 4.4.7 Thermal shock resistance When required, the thermal shock resistance of resin-bound concrete shall be given and determined according to 5.8. 4.4.8 Impact resistance When required, the impact resistance shall be given and determined according to 5.9. SIST EN 15564:2009
EN 15564:2008 (E) 9 4.4.9 Linear thermal expansion coefficient When required, the linear thermal expansion coefficient shall be given and determined according to 5.10. 4.4.10 Chemical resistance When required, the chemical resistance of resin-bound concrete shall be given and determined according to 5.11. 4.4.11 Freeze and thaw resistance When required, the freeze and thaw resistance shall be given and determined according to 5.12. 4.4.12 Thermal conductivity When required, thermal conductivity shall be given and determined according to 5.13. 4.4.13 Reaction to fire When required, reaction to fire shall be given and determined according to 5.14. 5 Tests 5.1 Constituent materials 5.1.1 Aggregates 5.1.1.1 Grading The aggregate grading shall be measured according to EN 933-1, and the results expressed accordingly. 5.1.1.2 Water content The aggregate water content shall be measured according to EN 1097-5, and the results expressed accordingly. 5.1.2 Filler The filler grading shall be measured according to EN 933-10, and the results expressed accordingly. 5.1.3 Resin 5.1.3.1 Viscosity The viscosity of the resin shall be determined either by means of one of the following methods and the results expressed accordingly: Brookfield test method conforming to EN ISO 2555; test method described in EN ISO 3219; any test method conforming to EN ISO 9371 provided that its suitability is established for the kind of resin to be tested; SIST EN 15564:2009
EN 15564:2008 (E) 10 test method described in Annex B. 5.1.3.2 Reactivity The reactivity of the resin shall be determined either by means of one of the following methods and the results expressed accordingly: test method described in EN ISO 584; test method described in Annex B. 5.2 Test specimens 5.2.1 General The properties of resin-bound concrete may be tested on specimens either cast from product mixes or cut from products. Methods of preparing test specimens cut from products shall be as given in test standards or as specified in product standards. 5.2.2 Cast test specimens Test specimens shall be produced from the product mix of the current production. The geometry, dimensions and number of cast specimens shall be at least equivalent to that for cut specimens from products as given in test standards. If required, cast specimens may subsequently be cut to size. The mould used to cast specimens shall be made of a stiff, non-deformable material (like steel, cast iron, fibre reinforced plastic, etc.). A demoulding agent shall be used. The mould shall be filled with fresh product mix. Care shall be taken to ensure consistency of filling (to avoid entrapped air) and compaction. Specimen shall be compacted through the application of pressure and/or vibration, manually and/or mechanically. Test specimens shall be cured in same conditions of time and temperature as manufactured products. At the end of the hardening period, the test specimen shall be demoulded, weighed, labelled with the production date and stored for a minimum period of time of 2 days without baking, as defined in the factory’s production control system, at a temperature of 20 °C ± 2 °C and a relative humidity of 70 % ± 10 %. The dry storage period may be reduced if proof of a good correlation can be established between the characteristics measured for the reduced period compared to the characteristics after 2 days. 5.3 Apparent density, water absorption and water permeability The apparent density, water absorption and water permeability of the resin-bound concrete shall be determined according to EN 14617-1 using test specimens prepared as described in 5.2. 5.4 Strength The flexural strength shall be tested either by means of the method described in EN ISO 178 or in EN 14617-2, and the compressive strength in EN 14617-15, on test specimens prepared as described in 5.2. SIST EN 15564:2009
EN 15564:2008 (E) 11 5.5 Surface hardness Surface hardness shall be tested according to the test method described in Annex C on test specimens prepared as described in 5.2. 5.6 Slipperiness behaviour The unpolished or polished slip resistance shall be determined according to EN 14231 on test specimens prepared as described in 5.2. 5.7 Abrasion resistance Abrasion resistance shall be determined according to EN 14617-4 on test specimens prepared as described in 5.2. 5.8 Thermal shock resistance Thermal shock resistance shall be determined according to EN 14617-6 on test specimens prepared as described in 5.2. 5.9 Impact resistance Impact resistance shall be determined according to EN 14617-9 on test specimens prepared as described in 5.2. 5.10 Linear thermal expansion coefficient The linear thermal expansion coefficient of resin-bound concrete shall be determined according to EN 14617-11 on test specimens prepared as described in 5.2. 5.11 Chemical resistance Chemical resistance shall be determined according to EN 14617-10 on test specimens prepared as described in 5.2. 5.12 Freeze and thaw resistance Freeze and thaw resistance shall be determined according to 14617-5 on test specimens prepared as described in 5.2. 5.13 Thermal conductivity Thermal conductivity shall be determined according to EN 12664 on test specimens prepared as described in 5.2. Design values of thermal conductivity shall be obtained by converting measured values according to EN ISO 10456. 5.14 Reaction to fire Reaction to fire shall be tested according to EN 13823 and classified in accordance with EN 13501-1. SIST EN 15564:2009
EN 15564:2008 (E) 12 6 Evaluation of conformity 6.1 General Evaluation of conformity requirements shall be given in product standards. Compliance with the requirements of this document and with the declared values of pr
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