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1、BS EN 15564:2008 ICS 91.100.30 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW BRITISH STANDARD Precast concrete products Resin bound concrete Requirements and test methods Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy,
2、 (c) BSI This British Standard was published under the authority of the Standards Policy and Strategy Committee on 3 2008 BSI 2008 ISBN 978 0 580 57650 8 Amendments/corrigenda issued since publication DateComments BS EN 15564:2008 National foreword This British Standard is the UK implementation of E
3、N 15564:2008. The UK participation in its preparation was entrusted to Technical Committee B/524, Precast concrete products. A list of organizations represented on this committee can be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of
4、 a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. 1 December Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 EUROPEAN STAN
5、DARD NORME EUROPENNE EUROPISCHE NORM EN 15564 October 2008 ICS 91.100.30 English Version Precast concrete products - Resin bound concrete - Requirements and test methods Produits prfabriqus en bton - Bton de rsine - Prescriptions et mthodes dessai Betonfertigteile - Kunstharzbeton - Anforderungen un
6、d Prfverfahren This 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 European Standard the status of a national standard without any alteration. Up-to-date lists and bi
7、bliographical references concerning such national standards 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 translation under the responsibili
8、ty 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, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,
9、Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stas
10、sart, 36 B-1050 Brussels 2008 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15564:2008: E Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 EN 15564:2
11、008 (E) 2 Contents Page Foreword4 1 Scope 5 2 Normative references5 3 Terms and definitions .6 4 Requirements.7 4.1 General7 4.2 Constituent materials7 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 General8 4.4.2 Apparent densi
12、ty, water absorption and water permeability8 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 coefficient9 4.4.10 Chemical resistance9 4.4.11 Freeze and thaw
13、 resistance9 4.4.12 Thermal conductivity.9 4.4.13 Reaction to fire.9 5 Tests9 5.1 Constituent materials9 5.1.1 Aggregates .9 5.1.2 Filler 9 5.1.3 Resin .9 5.2 Test specimens10 5.2.1 General10 5.2.2 Cast test specimens10 5.3 Apparent density, water absorption and water permeability10 5.4 Strength 10
14、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 coefficient11 5.11 Chemical resistance11 5.12 Freeze and thaw resistance11 5.13 Thermal conductivity.11 5.14 Reaction to fire.11 6
15、Evaluation of conformity.12 6.1 General12 6.2 Initial type tests12 6.3 Factory production control.12 Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 EN 15564:2008 (E) 3 6.3.1 General .12 6.3.2 Organisation 12 6.3.3 Con
16、trol system 13 6.3.4 Document control13 6.3.5 Process control .13 6.3.6 Inspection and testing 13 6.3.7 Non-conforming products18 6.3.8 Indirect or alternative test method 19 Annex A (normative) Determination of the viscosity of the resin20 A.1 Aim20 A.2 Method20 A.3 Apparatus.20 A.4 Procedure.21 A.
17、4.1 Preliminary operations21 A.4.2 Test procedure.21 A.5 Results22 Annex B (normative) Determination of the reactivity of the resin.23 B.1 Aim23 B.2 Method23 B.3 Apparatus.23 B.4 Procedure.23 B.5 Results24 Annex C (normative) Determination of the surface hardness25 C.1 Aim25 C.2 Method25 C.3 Apparat
18、us.25 C.4 Procedure.25 C.4.1 Calibration of the hardness tester.25 C.4.2 Test procedure.26 C.5 Results26 Bibliography27 Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 EN 15564:2008 (E) 4 Foreword This document (EN 155
19、64:2008) 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
20、 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. Accord
21、ing 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
22、, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 EN 15564:2008 (E) 5
23、 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,
24、 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,
25、 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
26、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 f
27、ines 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
28、 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
29、 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 o
30、f 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 f
31、reeze and thaw resistance EN 14617-6, Agglomerated stone Test methods Part 6: Determination of thermal shock resistance Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 EN 15564:2008 (E) 6 EN 14617-9, Agglomerated stone
32、 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
33、 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 conf
34、ormity 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
35、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 liq
36、uid 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 docume
37、nt 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 b
38、elow 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 pa
39、ste 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). Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI B
40、S EN 15564:2008 EN 15564:2008 (E) 7 WARNING The attention is drawn to the dangers which the handling of the resins and catalysts presents. Suppliers 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 ar
41、tificial 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 produ
42、ction 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 aggr
43、egates 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 Gradin
44、g 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 h
45、armful 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 temperatu
46、re. Licensed Copy: London South Bank University, South Bank University, 31/01/2009 03:19, Uncontrolled Copy, (c) BSI BS EN 15564:2008 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 re
47、activity 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 res
48、in-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 require
49、d, 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