1、June 2013 Translation by DIN-Sprachendienst.English price group 9No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93
2、.080.20!%1“2021488www.din.deDDIN EN 13877-1Concrete pavements Part 1: Materials;English version EN 13877-1:2013,English translation of DIN EN 13877-1:2013-06Fahrbahnbefestigungen aus Beton Teil 1: Baustoffe;Englische Fassung EN 13877-1:2013,Englische bersetzung von DIN EN 13877-1:2013-06Chausses en
3、bton Partie 1: Matriaux;Version anglaise EN 13877-1:2013,Traduction anglaise de DIN EN 13877-1:2013-06SupersedesDIN EN 13877-1:2004-11www.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be considered authoritative.1305.13 DIN EN 13877-1:2013-06 2 A comma is used
4、as the decimal marker. National foreword This document (EN 13877-1:2013) has been prepared by Technical Committee CEN/TC 227 “Road materials” (Secretariat: DIN, Germany), The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standard
5、s Committee), Working Committee NA 005-10-07 AA Materialien fr Betonstraen. Amendments This standard differs from DIN EN 13877-1:2004-11 as follows: a) the standard has been editorially revised; b) in Subclause 4.3.2, the maximum spacing has been changed from 31to 41; c) Table 1 has been extended to
6、 include strength classes S 3,7, S 4,3, S 4,6 und S 4,8 and footnotes a and bhave been updated; d) in Table 2, footnotes a and b have been updated; e) in Table 3, NOTES 1 and 2 have been added. Previous editions DIN EN 13877-1: 2004-11 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13877-1 Mar
7、ch 2013 ICS 93.080.20 Supersedes EN 13877-1:2004English Version Concrete pavements - Part 1: Materials Chausses en bton - Partie 1: Matriaux Fahrbahnbefestigungen aus Beton - Teil 1: Baustoffe This European Standard was approved by CEN on 10 February 2013. CEN members are bound to comply with the CE
8、N/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 Ce
9、ntre 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 t
10、he 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, Nethe
11、rlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of explo
12、itation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13877-1:2013: EEN 13877-1:2013 (E) 2 Contents Page Foreword 3 1 Scope 4 2 Normative references 4 3 Terms and definitions .5 4 Requirements for constituent materials of concrete .5 4.1 General 5 4.2 Type of
13、cement .6 4.3 Aggregates .6 4.3.1 General 6 4.3.2 Maximum size of aggregates 6 4.4 Mixing water .6 4.5 Other constituent materials 6 5 Basic requirements for concrete 6 5.1 General 6 5.2 Fresh concrete .6 5.2.1 Consistence 6 5.2.2 Density of fresh concrete 6 5.2.3 Air content 7 5.2.4 Cement content
14、7 5.2.5 Content or particles smaller than 0,25 mm for pavement quality concrete and lean concrete 7 5.2.6 Chloride content 7 5.3 Hardened concrete 7 5.3.1 Resistance to the effects of freeze/thaw and de-icing agents 7 5.3.2 Mechanical strength 7 6 Basic requirements for other materials for concrete
15、pavements .9 6.1 General 9 6.2 Curing materials.9 6.3 Surface retarders .9 6.4 Joint sealants 10 6.5 Tie bars 10 6.6 Dowels . 10 6.7 Reinforcing bars . 10 Bibliography . 11 DIN EN 13877-1:2013-06 EN 13877-1:2013 (E) 3 Foreword This document (EN 13877-1:2013) has been prepared by Technical Committee
16、CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. 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 September 2013 and conflicting national standards shall be withdrawn at the la
17、test by September 2013. 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 13877-1:2004. The following modifi
18、cations have been made: The normative references have been reviewed. The units have been updated from N/mm2to MPa. The steel meshes have been included in the definition of reinforcement. Table 1 has been modified to include more strength classes, and the notes included in the table have been updated
19、. Notes in Table 2 have been updated. Notes to Table 3 have been added. References EN 197-1 and EN 934-2 have been added to the Bibliography. This European Standard is one of a series of standards as listed below: EN 13877-1, Concrete pavements Part 1: Materials EN 13877-2, Concrete pavements Part 2
20、: Functional requirements for concrete pavements EN 13877-3, Concrete pavements Part 3: Specifications for dowels to be used in concrete pavements This European Standard refers to EN 206-1. In accordance with the scope of EN 206-1 some additional or different requirements are necessary for pavements
21、, particularly to comply with safety of users, durability, environment and health. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Repu
22、blic, 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 the United Kingdom. DIN
23、EN 13877-1:2013-06 EN 13877-1:2013 (E) 4 1 Scope This European Standard specifies requirements for: the constituents (concrete and other materials) of concrete pavements; the properties of fresh and hardened concrete. This European Standard is applicable to concrete pavements cast in situ. Concrete
24、compacted by rollers is not covered by this European Standard. This European Standard covers concrete pavements for roads, motorways and airports, pedestrian footpaths, cycle tracks, storage areas, and in general all traffic-bearing structures. 2 Normative references The following documents, in whol
25、e or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 206-1, Concrete Part 1: Specificatio
26、n, performance, production and conformity EN 1008, Mixing water for concrete Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete EN 10080, Steel for the reinforcement of concrete W
27、eldable reinforcing steel General EN 12350-7, Testing fresh concrete Part 7: Air content Pressure methods EN 12390-3, Testing hardened concrete Part 3: Compressive strength of test specimens EN 12390-5, Testing hardened concrete Part 5: Flexural strength of test specimens EN 12390-6, Testing hardene
28、d concrete Part 6: Tensile splitting strength of test specimens CEN/TS 12390-9, Testing hardened concrete Part 9: Freeze-thaw resistance Scaling EN 12620, Aggregates for concrete EN 13877-2:2013, Concrete pavements Part 2: Functional requirements for concrete pavements EN 13877-3, Concrete pavements
29、 Part 3: Specifications for dowels to be used in concrete pavements EN 14188-1, Joint fillers and sealants Part 1: Specifications for hot applied sealants EN 14188-2, Joint fillers and sealants Part 2: Specifications for cold applied sealants EN 14188-3, Joint fillers and sealants Part 3: Specificat
30、ion for preformed joint seals CEN/TS 14754-1, Curing compounds Test methods Part 1: Determination of water retention efficiency of common curing compounds DIN EN 13877-1:2013-06 EN 13877-1:2013 (E) 5 3 Terms and definitions For the purposes of this document, the following terms and definitions apply
31、. 3.1 concrete pavement concrete layer capable of withstanding direct passage of traffic and environmental effects Note 1 to entry: Several types exist: jointed unreinforced, jointed reinforced, continuously reinforced. 3.2 lean concrete concrete having a lower cement content than pavement quality c
32、oncrete 3.3 exposed aggregate concrete surface surface finish for concrete pavements achieved by removing the surface mortar, in order to expose the coarse aggregate 3.4 curing compound product that can be applied on the surface of newly placed concrete to minimize the loss of moisture and in the ca
33、se of pigmented compounds to reflect heat minimizing heating up of the concrete 3.5 dowel coated smooth steel bar which extends into adjoining slabs at a joint in a concrete pavement, to improve load transfer and to avoid faulting 3.6 tie bar steel bar used to keep joints closed, normally longitudin
34、al joints, in a concrete pavement 3.7 reinforcement steel bars or steel meshes embedded in concrete to control cracking and/or to provide tensile capacity 3.8 calculated density of fresh concrete density calculated from mass of all materials batched and the total absolute volume of the constituent m
35、aterials 4 Requirements for constituent materials of concrete 4.1 General Only constituent materials permitted in EN 206-1 shall be used. The constituent materials for concrete shall be selected to satisfy the specified requirements of this document for fresh and hardened concrete including consiste
36、nce, density, strength, durability, and protection of embedded steel against corrosion. Where there is no European Standard for a particular constituent material which refers specifically to the use of this constituent material in concrete conforming to EN 206-1, the establishment of suitability may
37、 result from: a European Technical Approval which refers specifically to the use of the constituent material in concrete conforming to EN 206-1; or DIN EN 13877-1:2013-06 EN 13877-1:2013 (E) 6 the relevant national standards or provisions valid in the place of use of the concrete which refers specif
38、ically to the use of the components material in concrete conforming to EN 206-1. Characteristics of constituent materials and properties of concrete shall be measured in accordance with EN 206-1 except where otherwise given in the following clauses. 4.2 Type of cement The type of cement shall be sel
39、ected in accordance with EN 206-1 for the specified class. Additional requirements may be specified by relevant national standard or provisions in the place of use. 4.3 Aggregates 4.3.1 General Aggregates shall comply with EN 12620. The permitted types and classes of aggregates shall be specified by
40、 relevant national standard or specifications in place of use. 4.3.2 Maximum size of aggregates The maximum nominal size of aggregate shall not exceed one third (1/3) of the layer thickness. For jointed reinforced concrete and continuously reinforced concrete pavements, the maximum aggregate size sh
41、all not exceed one third (1/3) of the spacing between the longitudinal reinforcing bars. 4.4 Mixing water Mixing water for concrete shall conform to EN 1008. 4.5 Other constituent materials Admixtures, additions and other constituent materials, when used, shall conform to the requirements of EN 206-
42、1. 5 Basic requirements for concrete 5.1 General The specified properties of the concrete shall be measured as prescribed in EN 206-1 and in this document. In specifying the concrete, account shall be taken of the environmental, traffic and site conditions, and the effect these may have on the concr
43、ete. 5.2 Fresh concrete 5.2.1 Consistence The consistence of concrete shall be in accordance with the requirements of EN 206-1. The consistence of concrete may be specified by consistence class or by target value in accordance with EN 206-1, which should be suitable for the construction plant used t
44、o construct the pavement. 5.2.2 Density of fresh concrete When the density of fresh concrete is specified as a target value, a tolerance of 1,5 % shall apply. The target value shall be the calculated density of a cubic metre of approved concrete, as defined in 3.8, but including an allowance for the
45、 volume of any entrained air. Conformity shall be assessed in accordance with EN 206-1. DIN EN 13877-1:2013-06 EN 13877-1:2013 (E) 7 5.2.3 Air content When the air content of concrete is to be determined, it shall be measured in situ in accordance with EN 12350-7. Air content may be specified by rel
46、evant national standards or provisions in the place of use. 5.2.4 Cement content The cement content of concrete may be specified by relevant national standards or provisions in the place of use. 5.2.5 Content or particles smaller than 0,25 mm for pavement quality concrete and lean concrete The conte
47、nt of particles smaller than 0,25 mm shall conform to national standards or provisions in the place of use. 5.2.6 Chloride content When concrete contains embedded steel not protected against corrosion (tie bars, reinforcement bars, steel meshes and dowel bars) the total chloride ions content shall n
48、ot exceed 0,40 % of the mass of cement in accordance with EN 206-1. 5.3 Hardened concrete 5.3.1 Resistance to the effects of freeze-thaw and de-icing agents Where concrete is exposed to significant attack by freeze-thaw cycles, the exposures shall be classified in accordance with EN 206-1. The freez
49、e-thaw resistance shall be selected and specified in accordance with CEN/TS 12390-9. Other test methods may be specified by relevant national standards or provisions in the place of use. 5.3.2 Mechanical strength Specimens shall be evaluated for mechanical strength by one (or more) of the following methods: compressive strength in accordance with EN 12390-3; tensile splitting strength in accordance with EN 12390-6; flexural strength in accordance with EN 12390-5. Where required a class of c
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