1、July 2014 Translation by DIN-Sprachendienst.English price group 22No 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 9
2、3.020!%7A“2203091www.din.deDDIN EN 1537Execution of special geotechnical works Ground anchors;English version EN 1537:2013,English translation of DIN EN 1537:2014-07Ausfhrung von Arbeiten im Spezialtiefbau Verpressanker;Englische Fassung EN 1537:2013,Englische bersetzung von DIN EN 1537:2014-07Excut
3、ion des travaux gotechniques spciaux Tirants dancrage;Version anglaise EN 1537:2013,Traduction anglaise de DIN EN 1537:2014-07SupersedesDIN EN 1537:2013-09www.beuth.deDocument comprises 54 pagesIn case of doubt, the German-language original shall be considered authoritative.06.14 DIN EN 1537:2014-07
4、 2 A comma is used as the decimal marker. National foreword This document (EN 1537:2013) has been prepared by Technical Committee CEN/TC 288 “Execution of special geotechnical works” (Secretariat: AFNOR, France). The responsible German body involved in its preparation was the Normenausschuss Bauwese
5、n (Building and Civil Engineering Standards Committee), Working Committee NA 005-05-17 AA Verpressanker. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifying any or all such
6、patent rights. Amendments This standard differs from DIN EN 1537:2001-01 and DIN EN 1537 Corrigendum 1:2011-12 as follows: a) the standard has been aligned with DIN EN 1997-1, DIN EN 1197-2 and DIN EN ISO 22477-5; b) Annexes D and E have been deleted; c) specifications relating to corrosion protecti
7、on have been revised; d) specifications relating to compression type anchors have been revised; Compared with DIN EN 1537:2013-09, the following corrections have been made to the German version only and therefore do not affect the English text: e) some changes have been made to the text to adjust th
8、e German translation of EN 1537:2013-09. Previous editions DIN EN 1537: 2000-06, 2001-01, 2013-09 DIN EN 1537 Corrigendum 1: 2011-12 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1537 July 2013 ICS 93.020 Supersedes EN 1537:1999English Version Execution of special geotechnical works - Ground
9、anchors Excution des travaux gotechniques spciaux - Tirants dancrage Ausfhrung von Arbeiten im Spezialtiefbau - VerpressankerThis European Standard was approved by CEN on 8 May 2013. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving t
10、his 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
11、 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 Aus
12、tria, 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, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Swed
13、en, 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 exploitation in any form and by any means reserved worldwide for CEN national M
14、embers. Ref. No. EN 1537:2013: EEN 1537:2013 (E) 2 Contents Page Foreword 4 1 Scope 5 2 Normative references 7 3 Terms, definitions and symbols .7 3.1 Terms and definitions .7 3.2 Symbols . 10 4 Information needed for the execution of the work 11 4.1 General . 11 4.2 Special features 11 5 Geotechnic
15、al investigation 12 5.1 General . 12 5.2 Specific requirements 12 6 Materials and products 13 6.1 General . 13 6.2 Anchor components subject to corrosion protection 13 6.2.1 Tendon . 13 6.2.2 Anchor head 14 6.2.3 Coupler 14 6.2.4 Tendon bond length . 14 6.2.5 Components in the borehole . 14 6.2.6 Co
16、mpression element of a compression type anchor 15 6.3 Corrosion protection of steel tendon and stressed steel components 15 6.3.1 General . 15 6.3.2 Temporary ground anchor . 15 6.3.3 Permanent ground anchor . 16 6.4 Grouts for corrosion protection and load transfer 16 6.4.1 Cement grout for tempora
17、ry anchors . 16 6.4.2 Cement grout for permanent anchors inside encapsulations . 17 6.4.3 Cement grout for permanent anchors outside encapsulations . 17 6.4.4 Resin Grout . 17 6.5 Other components and materials for corrosion protection barriers . 18 6.5.1 Plastic sheaths and ducts 18 6.5.2 Heat shri
18、nk sleeves 19 6.5.3 Seals . 19 6.5.4 Corrosion protection compounds based on petroleum, waxes or greases . 19 6.5.5 Sacrificial metallic coating . 19 6.5.6 Other coatings on steel parts 20 6.5.7 Steel tubes and caps 20 6.6 Application of corrosion protection 20 6.6.1 General . 20 6.6.2 Tendon free a
19、nd bond lengths 20 6.6.3 Anchor head 21 6.7 Corrosion protection system . 22 7 Considerations related to design 23 8 Execution . 23 8.1 Drilling of holes . 23 DIN EN 1537:2014-07 EN 1537:2013 (E) 3 8.1.1 Drilling Methods 23 8.1.2 Tolerances 24 8.2 Manufacturing, transport, handling and installation
20、of tendons 25 8.2.1 Manufacture . 25 8.2.2 Transport, handling and installation . 25 8.3 Grouting . 26 8.3.1 General . 26 8.3.2 Borehole testing 26 8.3.3 Pre-grouting . 27 8.3.4 Anchor grouting 27 8.3.5 Post-grouting . 28 8.4 Stressing 29 8.4.1 General . 29 8.4.2 Equipment 29 8.4.3 Stressing procedu
21、re 29 8.4.4 Lock off of anchor . 30 8.4.5 Stressing of anchors with staggered free lengths . 30 9 Supervision, testing and monitoring . 30 9.1 General . 30 9.2 Measurement requirements . 31 9.3 Datum load . 31 9.4 Test methods . 31 9.5 Investigation test . 31 9.6 Suitability test 32 9.7 Acceptance t
22、est . 32 9.8 Evaluation of the apparent tendon free length . 32 9.9 Supervision of construction and testing 33 9.10 Monitoring 33 10 Records 33 11 Special requirements 34 Annex A (informative) Examples of testing corrosion protection . 36 Annex B (informative) Guidelines for acceptance criteria for
23、viscous corrosion protection compounds and examples of standards for the testing of material properties . 38 Annex C (informative) Corrosion protection systems for temporary and permanent anchors and typical details for permanent anchor heads . 39 Annex D (informative) Example of record sheet 45 Ann
24、ex E (informative) Obligation of the provisions 47 Bibliography 52 DIN EN 1537:2014-07 EN 1537:2013 (E) 4 Foreword This document (EN 1537:2013) has been prepared by Technical Committee CEN/TC 288 “Execution of special geotechnical works”, the secretariat of which is held by AFNOR. This European Stan
25、dard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by January 2014, and conflicting national standards shall be withdrawn at the latest by January 2014. Attention is drawn to the possibility that some of the elements of
26、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 1537:1999. The remit of CEN/TC 288 is the standardisation of the execution procedures for geotechnical works (including testi
27、ng and control methods) and of the required material properties. CEN/TC 288/WG 14 has been charged with the revision of EN 1537:1999 in the subject area of ground anchors, which includes all anchors that are bonded to the ground by grout and are stressed and tested. This standard has been prepared t
28、o stand alongside EN 1997-1, Eurocode 7: Geotechnical design Part 1: General rules, and prEN ISO 22477-5, Geotechnical investigation and testing Testing of geotechnical structures Part 5. Design, safety aspects and testing, which were included as the informative Annexes D and E in the previous issue
29、 of this standard (EN 1537:1999), were consequently taken out of this present issue. Clause 7, “Considerations related to design” of this standard deals only with those design matters that should be taken into account during the execution stage of ground anchors so that the design of the anchor syst
30、em may be fulfilled. In addition, this standard provides full coverage of the construction and supervision requirements. The revision of this standard was effected by a working group comprising of delegates from ten countries and the comments of these countries have been taken into account. The main
31、 amendments are: definitions and terminology brought into accordance with the definitions and terminology of EN 1997-1:2004, Eurocode 7, in particular with Section 8; alignment of this European Standard with prEN ISO 22477-5; structural revisions to match the structure of this standard with that of
32、other standards for special geotechnical works, e.g. EN 1536, Execution of special geotechnical work Bored piles and EN 1538, Execution of special geotechnical work Diaphragm walls; general revision in accordance with comments received during the CEN Enquiry, 2010; update of references. As long as E
33、N ISO 22477-5 is not available, national solutions should be implemented for the testing of anchors. 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,
34、Cyprus, Czech Republic, 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 Un
35、ited Kingdom. DIN EN 1537:2014-07 EN 1537:2013 (E) 5 1 Scope 1.1 This European Standard covers ground anchors grouted into the ground which are stressed and tested. They can be used for permanent or temporary applications. NOTE For the purpose of this standard the term anchor(s) refers to ground anc
36、hor(s). 1.2 The anchors are designed in accordance with EN 1997-1 and are tested in accordance with prEN ISO 22477-5. 1.3 Typical bond and compression type anchors are shown in Figure 1 and Figure 2. 1.4 The term “ground“ is taken to encompass soil, rock and fill already in place or existing prior t
37、o the execution of the construction work. 1.5 The planning and design of ground anchors calls for experience and knowledge in this specialised field. 1.6 The installation and testing phases require skilled, qualified labour and supervision. 1.7 This standard cannot replace the knowledge of specialis
38、t personnel and the expertise of experienced contractors required to apply this standard. 1.8 This standard does not address systems such as tension piles, screw anchors, mechanical anchors, soil nails, dead-man anchors or expander anchors as these do not fulfil the requirements of this standard. Ke
39、y 1 anchorage point at jack during stressing 8 O-Ring 2 anchorage point at anchor head in service 9 soil/rock 3 tensioning element at anchor head 10 borehole 4 bearing plate 11 debonding sleeve 5 load transfer block 12 tendon 6 structural element 13 fixed length grout body 7 trumpet or anchor head t
40、ube 14 free length filling where appropriate Figure 1 Sketch of a bond type ground anchor Details of anchor head and head protection omitted DIN EN 1537:2014-07 EN 1537:2013 (E) 6 Key 1 anchorage point at jack during stressing 2 anchorage point at anchor head in service 3 tensioning element at ancho
41、r head 4 bearing plate 5 load transfer block 6 structural element 7 trumpet or anchor head tube 8 O - Ring 9 soil/rock 10 borehole 11 debonding sleeve 12 tendon 13 fixed length grout body 14 free length filling where appropriate 15 compression element Figure 2 Sketch of a compression type ground anc
42、hor Details of anchor head and head protection omitted DIN EN 1537:2014-07 EN 1537:2013 (E) 7 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited appli
43、es. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 206-1, Concrete Part 1: Specification, performance, production and conformity EN 447, Grout for prestressing tendons Basic requirements EN 934-2, Admixtures for concrete, mortar and grout
44、 Part 2: Concrete admixtures Definitions, requirements, conformity, marking and labelling EN 1992-1-1, Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings EN 1997-1:2004, Eurocode 7: Geotechnical design Part 1: General rules EN 1997-2, Eurocode 7 Geotechnical de
45、sign Part 2: Ground investigation and testing EN 10025 (all parts), Hot-rolled products of structural steels EN 10080, Steel for the reinforcement of concrete Weldable reinforcing steel General prEN 10138-1, Prestressing steel Part 1: General requirements EN 10210-1, Hot finished structural hollow s
46、ections of non-alloy and fine grain steels Part 1: Technical delivery conditions EN 10219-1, Cold formed welded structural hollow sections of non-alloy and fine grain steels Part 1: Technical delivery conditions EN 10219-2, Cold formed welded structural hollow sections of non-alloy and fine grain st
47、eels Part 2: Tolerances, dimensions and sectional properties EN ISO 12944-5, Paints and varnishes Corrosion protection of steel structures by protective paint systems Part 5: Protective paint systems (ISO 12944-5) prEN ISO 22477-5, Geotechnical investigation and testing Testing of geotechnical struc
48、tures Part 5: Testing of anchorages (ISO/DIS 22477-5)1) ETAG 013, Post-tensioning kits for prestressing of structures 3 Terms, definitions and symbols 3.1 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1.1 anchor head fr: tte dancrage de: Ankerkopf element of a ground anchor which transmits the tensile load from the tendon to the bearing plate or the structure 1) In preparation. DIN EN 1537:2014-07 EN 1537:2013 (E) 8 3.1.2
