DIN EN 14227-2-2013 Hydraulically bound mixtures - Specifications - Part 2 Slag bound granular mixtures German version EN 14227-2 2013《液压粘结混合物 规范 第2部分 炉渣粘结颗粒混合物 德文版本EN 14227-2-2013.pdf
《DIN EN 14227-2-2013 Hydraulically bound mixtures - Specifications - Part 2 Slag bound granular mixtures German version EN 14227-2 2013《液压粘结混合物 规范 第2部分 炉渣粘结颗粒混合物 德文版本EN 14227-2-2013.pdf》由会员分享,可在线阅读,更多相关《DIN EN 14227-2-2013 Hydraulically bound mixtures - Specifications - Part 2 Slag bound granular mixtures German version EN 14227-2 2013《液压粘结混合物 规范 第2部分 炉渣粘结颗粒混合物 德文版本EN 14227-2-2013.pdf(39页珍藏版)》请在麦多课文档分享上搜索。
1、August 2013 Translation by DIN-Sprachendienst.English price group 16No 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
2、 93.080.20!%ml“2047473www.din.deDDIN EN 14227-2Hydraulically bound mixtures Specifications Part 2: Slag bound granular mixtures;English version EN 14227-2:2013,English translation of DIN EN 14227-2:2013-08Hydraulisch gebundene Gemische Anforderungen Teil 2: Schlackengebundene Gemische;Englische Fass
3、ung EN 14227-2:2013,Englische bersetzung von DIN EN 14227-2:2013-08Mlanges traits aux liants hydrauliques Spcifications Partie 2: Mlanges granulaires traits au laitier;Version anglaise EN 14227-2:2013,Traduction anglaise de DIN EN 14227-2:2013-08SupersedesDIN EN 14227-2:2004-09www.beuth.deDocument c
4、omprises 39 pagesIn case of doubt, the German-language original shall be considered authoritative.07.13 DIN EN 14227-2:2013-08 2 A comma is used as the decimal marker. National foreword This document (EN 14227-2:2013) has been prepared by Technical Committee CEN/TC 227 “Road materials” (Secretariat:
5、 DIN, Germany). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-10-90 AA SpA zu CEN/TC 154/SC 3,4 und SpA zu CEN/TC 227/WG 4. Amendments This standard differs from DIN EN 14227-2:2
6、004-09 as follows: a) the standard has been editorially revised; b) the term “3.2 slag bound granular mixture” has been modified; c) the following subclauses have been modified: 5.2 “Granulated blast furnace slag” 5.3 “Partially ground granulated blast furnace slag” 5.4 “Ground granulated blast furn
7、ace slag”; d) the following subclauses have been renumbered/modified: 5.5 “Water” (formerly 5.6) and 5.6 “Activators” (formerly 5.5); e) the following subclause has been deleted: 6.1.2 “Water content”; f) the following subclauses have been modified: 6.2 “Slag bound mixture A” (new: 6.2 “Slag bound g
8、ranular mixture 1”) 6.3 “Slag bound mixture B” and 6.3.2 “Slag bound mixture B 1” (new: 6.2 “Slag bound granular mixture 2”) 6.3.3 “Slag bound mixture B 2” and 6.3.4 “Slag bound mixture B 3” (new: 6.4 “Slag bound granular mixture 3”); g) the following subclauses have been included: 6.5 “Slag bound g
9、ranular mixture 4” 6.6 “Slag bound granular mixture 5” DIN EN 14227-2:2013-08 3 6.7 “Examples of slag bound granular mixture” 6.8 “Water content of mixtures” 6.9 “Proportioning of the constituents, grading and dry density for mixtures” 6.10 “Other requirements for fresh mixtures”; h) the following t
10、ables have been modified: Table 6 “California bearing ratio classification” Table 7 “Compressive strength classification”; i) the following subclause has been included: 8.1 “Strength after immersion in water”; j) the diagrams of the following figures have been modified: Figure 1 “Grading requirement
11、s for slag bound granular mixture 1-0/31,5” Figure 2 “Grading requirements for slag bound granular mixture 1-0/16” Figure 3 “Grading requirements for slag bound granular mixture 1-0/8”; k) the following subclause has been deleted: A.5 “Ground granulated blast furnace slag”; l) the following subclaus
12、es have been modified: Annex B (informative) “Examples of slag bound granular mixtures” Annex D (normative) “CBR value of slag bound granular mixtures”. Previous editions DIN EN 14227-2: 2004-09 DIN EN 14227-2:2013-08 4 This page is intentionally blank EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NO
13、RM EN 14227-2 May 2013 ICS 93.080.20 Supersedes EN 14227-2:2004English Version Hydraulically bound mixtures - Specifications - Part 2: Slag bound granular mixtures Mlanges traits aux liants hydrauliques - Spcifications - Partie 2: Mlanges granulaires traits au laitier Hydraulisch gebundene Gemische
14、- Anforderungen - Teil 2: Schlackengebundene Gemische This European Standard was approved by CEN on 1 March 2013. 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 a
15、lteration. 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
16、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, Es
17、tonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR ST
18、ANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14227-2:2013: EEN 14227-2:2013 (E) 2 Contents Pag
19、e Foreword 4 1 Scope 5 2 Normative references 5 3 Terms and definitions .6 4 Symbols and abbreviated terms 7 5 Constituents .7 5.1 Aggregates .7 5.2 Granulated blast furnace slag 8 5.3 Partially ground granulated blast furnace slag 8 5.4 Ground granulated blast furnace slag .8 5.5 Water .8 5.6 Activ
20、ators .8 6 Slag bound granular mixtures 8 6.1 Types .8 6.2 Slag bound granular mixture 1 .8 6.3 Slag bound granular mixture 2 .9 6.4 Slag bound granular mixture 3 .9 6.5 Slag bound granular mixture 4 10 6.6 Slag bound granular mixture 5 10 6.7 Examples of slag bound granular mixture . 10 6.8 Water c
21、ontent of mixtures . 10 6.9 Proportioning of the constituents, grading and dry density for mixtures 10 6.10 Other requirements for fresh mixtures . 11 6.10.1 Compacity 11 6.10.2 Immediate bearing index 11 6.10.3 Workability period. 11 7 Laboratory mechanical performance classification 11 7.1 General
22、 . 11 7.2 Classification by California bearing ratio . 12 7.3 Classification by compressive strength . 12 7.4 Classification by Rt, E . 14 7.4.1 General . 14 7.4.2 Method by direct tensile testing 14 7.4.3 Method by indirect tensile testing. 14 7.4.4 Method by indirect tensile and compression testin
23、g 14 8 Other requirements for the mixture 15 8.1 Strength after immersion in water 15 8.2 Other characteristics 15 9 Production control 15 10 Designation and description . 15 10.1 Designation . 15 10.2 Description 16 11 Marking and labelling . 16 12 Figures . 17 Annex A (normative) Hydraulic activit
24、y of granulated and partially ground granulated blast furnace slag . 24 A.1 Hydraulic activity 24 DIN EN 14227-2:2013-08 EN 14227-2:2013 (E) 3 A.2 C.A product 24 A.3 Alpha coefficient of granulated blast furnace slag 24 A.4 Fines content of partially ground granulated blast furnace slag . 25 Annex B
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