1、 Reference number ISO 22966:2009(E) ISO 2009INTERNATIONAL STANDARD ISO 22966 First edition 2009-11-15 Execution of concrete structures Excution des structures en bton ISO 22966:2009(E) PDF disclaimer This PDF file may contain embedded typefaces. In accordance with Adobes licensing policy, this file
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6、1 22 749 01 11 Fax + 41 22 749 09 47 E-mail copyrightiso.org Web www.iso.org Published in Switzerland ii ISO 2009 All rights reservedISO 22966:2009(E) ISO 2009 All rights reserved iiiContents Page Foreword .v Introductionvi 1 Scope1 2 Normative references1 3 Terms and definitions .2 4 Execution mana
7、gement 4 4.1 Assumptions4 4.2 Documentation 5 4.3 Quality management .6 4.4 Action in the event of a non-conformity .8 5 Falsework and formwork 8 5.1 Basic requirements .8 5.2 Materials .9 5.3 Design and installation of falsework .9 5.4 Design and installation of formwork .9 5.5 Special formwork.10
8、5.6 Inserts in formwork and embedded components 10 5.7 Removal of formwork and falsework.10 6 Reinforcement .11 6.1 General .11 6.2 Materials .11 6.3 Bending, cutting, transport and storage of the reinforcement.12 6.4 Welding.13 6.5 Joints 13 6.6 Assembly and placing of the reinforcement.13 7 Prestr
9、essing.13 7.1 General .13 7.2 Materials for prestressing.14 7.3 Transport and storage 15 7.4 Installation of tendons 15 7.5 Tensioning .16 7.6 Protective measures (grouting, greasing) 17 8 Concreting18 8.1 Specification of concrete18 8.2 Pre-concreting operations18 8.3 Delivery, reception and site t
10、ransport of fresh concrete 19 8.4 Placing and compaction .19 8.5 Curing and protection.20 8.6 Post-concreting operations22 8.7 Concreting of composite structures .22 8.8 Surface finish.22 9 Execution with precast concrete elements.22 9.1 General .22 9.2 Factory produced precast elements22 9.3 Site-m
11、anufactured precast elements 22 9.4 Handling and storage23 9.5 Placing and adjustment 23 ISO 22966:2009(E) iv ISO 2009 All rights reserved9.6 Jointing and completion works24 10 Geometrical tolerances .24 10.1 General24 10.2 Reference system 25 10.3 Base supports (foundations)25 10.4 Columns and wall
12、s 26 10.5 Beams and slabs27 10.6 Sections 28 10.7 Surfaces and edge straightness 30 10.8 Tolerances for holes and inserts .30 Annex A (informative) Guidance on documentation .31 Annex B (informative) Guidance on quality management 36 Annex C (informative) Guidance on falsework and formwork38 Annex D
13、 (informative) Guidance on reinforcement .40 Annex E (informative) Guidance on prestressing42 Annex F (informative) Guidance on concreting .45 Annex G (informative) Guidance on geometrical tolerances51 Annex H (informative) Guidance on national annex 58 Bibliography 59 ISO 22966:2009(E) ISO 2009 All
14、 rights reserved vForeword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a sub
15、ject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (I
16、EC) on all matters of electrotechnical standardization. International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2. The main task of technical committees is to prepare International Standards. Draft International Standards adopted by the technical commit
17、tees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be
18、 held responsible for identifying any or all such patent rights. ISO 22966 was prepared by Technical Committee ISO/TC 71, Concrete, reinforced concrete and prestressed concrete, Subcommittee SC 3, Concrete production and execution of concrete structures. ISO 22966:2009(E) vi ISO 2009 All rights rese
19、rvedIntroduction This International Standard applies to the execution of concrete structures to achieve the intended levels of reliability and serviceability that are given in ISO 2394 3and in standards for the design of concrete structures. This International Standard has three functions: to transf
20、er the requirements set during design from the designer to the constructor, i.e. to be a link between design and execution; to give a set of standardized technical requirements for the execution when ordering a concrete structure; to serve as a check list for the designer to ensure that he provides
21、the constructor with all relevant technical information for the execution of the structure; see Annex A. In order to achieve these objectives, it is necessary that the designer prepare a set of documents and drawings giving all information required for the execution of the work in accordance with th
22、e plans. This set of documents is in this International Standard referred to as the “execution specification”. This International Standard leaves a number of items open that can be decided by the execution specification. It is necessary that the execution specification refer to national provisions i
23、n areas where these apply. It is recognized in this International Standard that areas such as detailed requirements for competence of personnel and details related to quality management are within the competence of the member states. A national annex can refer to national standards approved and publ
24、ished by an ISO member body and that supplement this International Standard; alternatively, the supplementing rules can be given directly in the national annex. INTERNATIONAL STANDARD ISO 22966:2009(E) ISO 2009 All rights reserved 1Execution of concrete structures 1 Scope This International Standard
25、 gives common requirements for the execution of concrete structures and applies to both in-situ works and construction using prefabricated concrete elements. This International Standard requires that the execution specification state all the specific requirements relevant to the particular structure
26、. This International Standard is applicable to temporary as well as permanent concrete structures. Additional or different requirements can be considered and, if required, given in the execution specification when using lightweight aggregate concrete; other materials (e.g. fibres) or constituent mat
27、erials; special technologies/innovative designs. This International Standard does not apply to the following: a) concrete members used only as equipment or construction aids for the execution; b) specification, production and conformity of concrete; c) production of precast concrete elements made in
28、 accordance with product standards; d) safety and health aspects of execution, or third-party safety requirements; e) contractual issues or responsibilities for the identified actions. 2 Normative references The following referenced documents are indispensable for the application of this document. F
29、or dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 6934 (all parts), Steel for the prestressing of concrete ISO 6935-1, Steel for the reinforcement of concrete Part 1: Plain bars ISO 6935-
30、2, Steel for the reinforcement of concrete Part 2: Ribbed bars ISO 15630-1, Steel for the reinforcement and prestressing of concrete Test methods Part 1: Reinforcing bars, wire rod and wire ISO 17660-1, Welding Welding of reinforcing steel Part 1: Load-bearing welded joints ISO 22966:2009(E) 2 ISO 2
31、009 All rights reservedISO 17660-2, Welding Welding of reinforcing steel Part 2: Non-load-bearing welded joints ISO 22965-1, Concrete Part 1: Methods of specifying and guidance for the specifier ISO 22965-2, Concrete Part 2; Specification of constituent materials, production of concrete and complian
32、ce of concrete 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 back-propping propping installed 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 t
33、o secure the position between reinforcement layers, e.g. supporting top reinforcement in a slab 3.3 construction works everything that is constructed or results from construction operations NOTE The term covers both building and civil engineering works. It refers to the complete construction compris
34、ed of both structural and non-structural components. 3.4 constructor organization executing the works 3.5 erection specification 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 physic
35、al completion of the work, i.e. procurement, scaffolding, formwork, reinforcing, concreting, curing, erection of precast elements, 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 individua
36、l component 3.8 execution specification documents covering all drawings, technical data and requirements necessary for the execution of a particular project NOTE The execution specification is not one document but signifies the total sum of documents required for the execution of the work as provide
37、d by the designer to the constructor and includes the project specification prepared to supplement and qualify the requirements of this International Standard, as well as referring to the national provisions relevant in the place of use. ISO 22966:2009(E) ISO 2009 All rights reserved 33.9 falsework
38、temporary support for a part of a structure while it is not self-supporting and for associated service load 3.10 formwork structure, permanent or temporary, for containing poured concrete, moulding it to the required dimensions and supporting it until it is able to support itself NOTE Formwork consi
39、sts of the face contact material and the bearers directly supporting the face contact material. 3.11 inspection conformity evaluation by observation and judgment accompanied as appropriate by measurement, testing or gauging ISO 9000:2005 6 , 3.8.2 3.12 method statement documentation describing the m
40、ethods and procedures that shall be used to perform the work 3.13 permitted deviation permitted algebraic differences between the limits of size and the corresponding reference size Adapted from ISO 1803:1997 1 , 3.8. 3.14 precast concrete element concrete element cast and cured in a place other tha
41、n the final location of use (factory produced or site manufactured) NOTE Precast concrete element manufactured in compliance with the relevant international product standard is called a “precast concrete product.” In this International Standard, the shorter terms “precast element” and “precast produ
42、ct” are used. 3.15 project specification project-specific document describing the requirements applicable for the particular project 3.16 quality plan document specifying which procedures and associated resources shall be applied by whom and when to meet the requirements of the specific project NOTE
43、 Guidance can be found in ISO 9000 6concerning the content of a quality plan. 3.17 reference line line defined in the execution specification to which positions are related 3.18 secondary line any line used for the purpose of setting-out the proposed building and for checking the compliance of the b
44、uilding or building parts ISO 4463-1:1989 2 , 4.4 ISO 22966:2009(E) 4 ISO 2009 All rights reserved3.19 spacer device used to secure correct spacing between the formwork and the reinforcement 3.20 surface finish description of the appearance of the concrete surface including aspects of geometry, text
45、ure, colour etc. 3.21 temporary structure structure designed for a short design working life 3.22 tolerance difference between upper limit of size and the lower limit of size Adapted from ISO 1803:1997 1 , 3.11. NOTE 1 Geometrical tolerances for precast concrete elements are subdivided as follows: p
46、roduction tolerances; erection tolerances, i.e. geometrical tolerances relating to location, verticality, horizontality or other characteristics of the construction assembly; construction tolerances, i.e. geometrical tolerances that are a combination of production, site construction and erection tol
47、erances. NOTE 2 Tolerance is an absolute value without sign, it is however commonly expressed by “the sum of the positive and negative permitted deviation” so that the value of the tolerance is implicit. 3.23 normal tolerance basic limit for geometrical deviations that ensures that the structure sat
48、isfies the design assumptions; achieves other functional requirements of the construction works. NOTE In this International Standard, normal tolerances are referred to as tolerance class 1. 3.24 special tolerance tolerance other than normal tolerance 3.25 works those parts of the construction works
49、that are structural concrete work and are described in the execution specification 4 Execution management 4.1 Assumptions 4.1.1 This International Standard assumes the following: availability of a comprehensive design of the structure; project management in charge of the supervision of the works that can enable the execution of a conforming structure; ISO 22966:2009(E) ISO 2009 All rights reserved 5 site management that can take charge of the organization of the works and enabl
