1、BS EN 13670:2009ICS 91.080.40NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDExecution of concretestructuresLicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIThis British Standard was published under the authority
2、 of the Standards Policy and Strategy Committee on 28 February 2010 BSI 2010ISBN 978 0 580 67067 1Amendments/corrigenda issued since publicationDate CommentsBS EN 13670:2009National forewordThis British Standard is the UK implementation of EN 13670:2009. Itsupersedes DD ENV 13670-1:2000 which is wit
3、hdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/525/2, Structural use of concrete.A list of organizations represented on this committee can be obtained onrequest to its secretary.The Execution Specification requirements provided by the UK committee are given in t
4、he National Annex NA (informative).This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunityfrom legal obligations.Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA ST
5、ANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIBS EN 13670:2009EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13670 December 2009 ICS 91.080.40 Supersedes ENV 13670-1:2000English Version Execution of concrete structures Excution des structures en bton Ausfhrung von Tragwerken aus Beton T
6、his European Standard was approved by CEN on 17 September 2009. 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 bibliographical re
7、ferences 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 responsibility of a CEN memb
8、er 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, Ireland, Italy,
9、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: Avenue Marnix 17, B-1000 Br
10、ussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13670:2009: ELicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIBS EN 13670:2009EN 13670:2009 (E) 2 Contents Page Foreword
11、5Introduction .61 Scope 72 Normative references 73 Definitions 84 Execution management . 114.1 Assumptions . 114.2 Documentation 114.2.1 Execution specification 114.2.2 Quality Plan . 124.2.3 Execution record documentation 124.2.4 Special record documentation 124.3 Quality Management . 124.3.1 Execu
12、tion classes . 124.3.2 Inspection of materials and products . 134.3.3 Inspection of execution 134.4 Action in the event of a non-conformity . 145 Falsework and formwork . 155.1 Basic requirements. 155.2 Materials 155.2.1 General . 155.2.2 Release agents 155.3 Design and installation of falsework 155
13、.4 Design and installation of formwork. 165.5 Special formwork 165.6 Inserts in formwork and embedded components . 165.6.1 General . 165.6.2 Making good of temporary recesses and holes 175.7 Removal of formwork and falsework 176 Reinforcement . 176.1 General . 176.2 Materials 176.3 Bending, cutting,
14、 transport and storage of the reinforcement 186.4 Welding 196.5 Joints . 197 Prestressing 197.1 General . 197.2 Materials for prestressing 207.2.1 Post-tensioning systems . 207.2.2 Sheaths 207.2.3 Tensile elements . 207.2.4 Anchorage elements and accessories . 207.2.5 Tendon supports. 207.2.6 Cement
15、-based grout . 217.2.7 Grease, wax or other products 217.3 Transport and storage 217.4 Installation of tendons . 217.4.1 General . 21Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIBS EN 13670:2009EN 13670:2009 (E) 3 7.4.2 Pre-tensioned tendons 217.
16、4.3 Post-tensioned bonded tendons . 227.4.4 Internal and external unbonded tendons 227.5 Tensioning . 227.5.1 General . 227.5.2 Pre-tensioned tendons 227.5.3 Post-tensioned bonded tendons . 237.5.4 Internal and external unbonded tendons 237.6 Protective measures (grouting, greasing) 237.6.1 General
17、. 237.6.2 Pre-tensioned tendons 237.6.3 Post-tensioned bonded tendons . 237.6.4 Internal or external unbonded tendons . 237.6.5 Grouting operations 237.6.6 Greasing operations 247.6.7 Sealing 248 Concreting 248.1 Specification of concrete 248.2 Pre-concreting operations 248.3 Delivery, reception and
18、 site transport of fresh concrete 258.4 Placing and compaction . 258.4.1 General . 258.4.2 Lightweight Aggregate Concrete . 268.4.3 Self Compacting Concrete 268.4.4 Sprayed concrete 268.4.5 Slipforming . 268.4.6 Underwater concreting . 268.5 Curing and protection . 268.6 Post-concreting operations 2
19、88.7 Concreting of composite structures . 288.8 Surface Finish 289 Execution with precast concrete elements . 289.1 General . 289.2 Factory produced precast elements 289.3 Site manufactured precast elements . 299.4 Handling and storage 299.4.1 General . 299.4.2 Handling . 299.4.3 Storage . 299.5 Pla
20、cing and adjustment 299.5.1 General . 299.5.2 Placing 299.6 Jointing and completion works . 309.6.1 General . 309.6.2 In-situ works 309.6.3 Structural connections . 3010 Geometrical tolerances . 3110.1 General . 3110.2 Reference system 3210.3 Base supports (foundations) 3210.4 Columns and walls 3210
21、.5 Beams and slabs . 3410.6 Sections 3510.7 Surfaces and edge straightness 3710.8 Tolerances for holes and inserts . 37Annex A (informative) Guidance on documentation . 38Annex B (informative) Guidance on Quality Management 43Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, U
22、ncontrolled Copy, (c) BSIBS EN 13670:2009EN 13670:2009 (E) 4 Annex C (informative) Guidance on falsework and formwork . 45Annex D (informative) Guidance on reinforcement 47Annex E (informative) Guidance on prestressing . 49Annex F (informative) Guidance on concreting 52Annex G (informative) Guidance
23、 on geometrical tolerances . 58Annex H (informative) Guidance on National Annex 65Bibliography . 66Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIBS EN 13670:2009EN 13670:2009 (E) 5 Foreword This document (EN 13670:2009) has been prepared by Techni
24、cal Committee CEN/TC 104 “Concrete and related products”, 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 June 2010, and conflicting national standards sha
25、ll be withdrawn at the latest by June 2010. 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 ENV 13670-1:2000.
26、 This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EC Directive(s). Because of the close connection between design rules and rules for execution, CEN/TC 104/SC 2 has developed this s
27、tandard in liaison with CEN/TC 250/SC 2, and CEN TC 229 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, Fra
28、nce, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. .Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled
29、Copy, (c) BSIBS EN 13670:2009EN 13670:2009 (E) 6 Introduction This European Standard applies to the execution of concrete structures to achieve the intended level of safety and serviceability during its service life, as given by EN 1990, Eurocode Basis of structural design, EN 1992, Eurocode 2 Desig
30、n of concrete structures and EN 1994, Eurocode 4 Design of composite steel and concrete structures, with the Nationally Determined Parameters (NDPs) applicable in the place of use. This European Standard has three functions: a) to transfer the requirements set during design to the constructor i.e. t
31、o be a link between design and execution; b) to give a set of standardized technical requirements for the execution when ordering a concrete structure; c) to serve as a check list for the designer to ensure that he provides the constructor with all relevant technical information for the execution of
32、 the structure (see Annex A). In order to achieve these objectives, the design shall result in a set of documents and drawings giving all information required for the execution of the work in accordance with the plans. This set of documents is, in this European Standard, referred to as the “executio
33、n specification“. This standard leaves a number of items open to be decided in the execution specification. In areas where national provisions shall apply these should be referred to in the execution specification. It is recognised in this European Standard that areas such as detailed requirements f
34、or competence of personnel, and details related to the Quality Management are within the competence of the Member States. If the national CEN member publishes a National Annex to this standard, it may refer to national standards approved and published by the CEN member or national provisions, which
35、supplement this standard, alternatively the supplementing rules can be given directly in the National Annex A detailed overview of the system of European Standards related to concrete works is shown in Figure 1. Figure 1 System of European Standards as basis for design, execution and materials selec
36、tion for concrete works (only main modules) Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIBS EN 13670:2009EN 13670:2009 (E) 7 1 Scope (1) This European Standard gives common requirements for execution of concrete structures, it applies to both in-
37、situ works and construction using prefabricated concrete elements. (2) This standard expects the execution specification to state all the specific requirements relevant to the particular structure. (3) This standard is applicable to permanent as well as temporary concrete structures. (4) Additional
38、or different requirements should be considered and, if required, given in the execution specification when using: a) lightweight aggregate concrete; b) other materials (e.g. fibres) or constituent materials; c) special technologies/innovative designs. (5) This standard does not apply to concrete mem
39、bers used only as equipment or construction aids for the execution. (6) This standard does not cover the specification, production and conformity of concrete. (7) This standard is not applicable to the production of precast concrete elements made in accordance with product standards. (8) This standa
40、rd does not cover safety and health aspects of execution, or third party safety requirements. (9) This standard does not cover contractual issues or responsibilities for the identified actions. NOTE It is within the concept of this standard that supplementing requirements can be given for the indivi
41、dual project in the execution specification, on a national level in a national annex, or on a general basis in European standards for special applications e.g. standards for special geotechnical works. 2 Normative references The following referenced documents are indispensable for the application of
42、 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 206-1, Concrete Part 1: Specification, performance, production and conformity EN 446, Grout for prestressing tendons Grou
43、ting procedures EN 447, Grout for prestressing tendons Basic requirements EN 523, Steel strip sheaths for prestressing tendons Terminology, requirements, quality control EN 10080, Steel for the reinforcement of concrete Weldable reinforcing steel General EN ISO 17660-1, Welding Welding of reinforcin
44、g steel Part 1: Load-bearing welded joints (ISO 17660-1:2006) EN ISO 17660-2, Welding Welding of reinforcing steel Part 2: Non load-bearing welded joints (ISO 17660-2:2006) Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 08/06/2010 09:09, Uncontrolled Copy, (c) BSIBS EN 13670:2009EN 13670:200
45、9 (E) 8 ETAG 013, Guideline for European Technical Approval of Post-tensioning kits for prestressing of structures These are commonly called post-tensioning systems1)3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 backpropping propping instal
46、led at levels below the slab that supports the falsework in order to distribute the load to suitable support 3.2 chair for reinforcement device used to secure the position between reinforcement layers e.g. supporting top reinforcement in a slab 3.3 construction works everything that is constructed o
47、r results from construction operations EN 1990 NOTE The term covers both building and civil engineering works. It refers to the complete construction works comprising structural and non-structural and geotechnical elements. 3.4 constructor organization executing the works 3.5 erection specification
48、documents covering all drawings, technical data and requirements required for the safe erection of precast elements 3.6 execution all activities carried out for the physical completion of the work, i.e. procurement, scaffolding, formwork, reinforcing, concreting, curing, erection of precast elements
49、 etc., and the inspection and documentation thereof 3.7 execution class classified set of requirements specified for the execution of the works as a whole or an individual component 3.8 execution specification documents covering all drawings, technical data and requirements necessary for the execution of a particular project NOTE
