1、BRITISH STANDARD BS EN ISO 3766:2003 Incorporating Corrigendum No. 1 Construction drawings Simplified representation of concrete reinforcement The European Standard EN ISO 3766:2003 has the status of a British Standard ICS 01.100.30 BS EN ISO 3766:2003 This British Standard was published under the a
2、uthority of the Standards Policy and Strategy Committee on 13 May 2004 BSI 14 February 2005 ISBN 0 580 43766 3 National foreword This British Standard is the official English language version of EN ISO 3766:2003, including Corrigendum September 2004. It is identical with ISO 3766:2003. It supersedes
3、 BS EN ISO 3766:1999 and BS EN ISO 4066:2000 which are withdrawn. The UK participation in its preparation was entrusted to Technical Committee B/555, Construction design, modelling and data exchange, which has the responsibility to: A list of organizations represented on this committee can be obtain
4、ed on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of
5、 the BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid
6、enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This
7、 document comprises a front cover, an inside front cover, the EN ISO title page, the EN ISO foreword page, the ISO title page, pages ii to iv, pages 1 to 22, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendm
8、ents issued since publication Amd. No. Date Comments 15521 Corrigendum No. 1 14 February 2005 Addition to supersession details EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 3766 December 2003 ICS 01.100.30 Supersedes EN ISO 3766:1999 and EN ISO 4066:1999 Incorporating corrigendum Septembe
9、r 2004 English version Construction drawings - Simplified representation of concrete reinforcement (ISO 3766:2003) Dessins de construction - Reprsentation simplifie des armatures de bton (ISO 3766:2003) Zeichnungen fr das Bauwesen - Vereinfachte Darstellung von Bewehrungen (ISO 3766:2003) This Europ
10、ean Standard was approved by CEN on 3 November 2003. 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 references co
11、ncerning such national standards may be obtained on application to the 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 member into its own
12、 language and notified to the Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portug
13、al, Slovakia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2003 CEN All rights of exploitation in any form and by any means reserved worldwide
14、 for CEN national Members. Ref. No. EN ISO 3766:2003 EINESO73:6602(30E) 2 CORRECTED20040303 Foreword Thisdocument(ENISO3766:2003)hasbeenpreparedbyTechnicalCommitteeISO/TC10 “Technicaldrawings,productdefinitionandrelateddocumentation“incollaborationwithCMC. ThisEuropeanStandardshallbegiventhestatusof
15、anationalstandard,eitherbypublicationof anidenticaltextorbyendorsement,atthelatestbyJune2004,andconflictingnational standardsshallbewithdrawnatthelatestbyJune2004. ThisdocumentsupersedesENISO3766:1999 and EN ISO 4066:1999. AccordingtotheCEN/CENELECInternalRegulations,thenationalstandardsorganization
16、sof thefollowingcountriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,Czech Republic,Denmark,Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy, Luxembourg,Malta,Netherlands,Norway,Portugal,Slovakia,Spain,Sweden,Switzerlandand theUnitedKingdom. Endorsementnotice ThetextofISO3766:
17、2003hasbeenapprovedbyCENasENISO3766:2003withoutany modifications. ENISO3766:2003 Reference number ISO 3766:2003(E) OSI 3002INTERNATIONAL STANDARD ISO 3766 Third edition 2003-12-15 Construction drawings Simplified representation of concrete reinforcement Dessins de construction Reprsentation simplifi
18、e des armatures de bton ENISO3766:2003IS:6673 O3002(E) DPlcsid Fremia ihTs PDF file mya ctnoian emdebt dedyfepcaes. In ccacnadrow eitA hebods licnesilop gnic,y tihs file mirp eb yatnde iv roweb detu slahl ton ide ebtlnu deess teh typfecaes wihce era hml era deddebicsnede ti dna onstlalde t noeh comu
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23、hgs ersedevr iiiContents Page Foreword iv 1 Scope 1 2 Normative references. 1 3 Requirements to reinforcement construction drawings. 1 4 Placement information and representation 2 4.1 Reinforcement without prestressing 2 4.2 Prestressed reinforcement. 7 5 Marking. 8 6 Bending information for unprest
24、ressed reinforcement bars . 8 6.1 General. 8 6.2 Indication of bar shapes. 9 6.3 Coding system (optional). 11 7 Bar schedule 17 7.1 General. 17 7.2 Shape schedule. 17 7.3 Bending schedule. 17 7.4 Combined schedules 18 7.5 Title block. 18 Annex A (informative) Mat schedule Example 21 ENISO3766:2003IS
25、:6673 O3002(E) iv I SO 3002 All irthgs ersedevrForeword 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 me
26、mber body interested in a subject 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 E
27、lectrotechnical Commission (IEC) 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 ad
28、opted by the technical committees 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 pa
29、tent rights. ISO shall not be held responsible for identifying any or all such patent rights. ISO 3766 was prepared by Technical Committee ISO/TC 10, Technical product documentation, Subcommittee SC 8, Construction documentation. This third edition cancels and replaces the second edition (ISO 3766:1
30、995) and ISO 4066:1994, which have been technically revised. ENISO3766:2003INTENRATIONAL TSANDADR IS:6673 O3002(E)I SO 3002 All irthgs ersedevr 1Construction drawings Simplified representation of concrete reinforcement 1 Scope This International Standard specifies the simplified representation and t
31、he characterization of reinforcement in reinforced and in prestressed concrete for use in construction drawings. It also establishes a system for the scheduling of reinforced bars, comprising a method for specifying dimensions, a coding system for bar shapes, a schedule of preferred shapes, and a sh
32、ape schedule and bending schedule. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments)
33、applies. ISO 128-23:1999, Technical drawings General principles of presentation Part 23: Lines on construction drawings ISO 10209-4:1999, Technical product documentation Vocabulary Part 4: Terms relating to construction documentation 3 Requirements to reinforcement construction drawings The construc
34、tion parts shall be provided with the main dimensions, the concrete reinforcement shall be drawn and all parts shall be represented unambiguously and clearly in scaled plans, elevations and sections. The representations shall correspond with the indications in the structural calculations and should,
35、 where applicable, contain all dimensions required for the construction of the members and the verification of the calculations. Drawings used for off-site casting and factory production are excepted from this provision. Reference shall be referred to accessory drawings. For drawings modified later,
36、 all concerned drawings shall be modified as well. The following characterizations (general information and placement information) of the reinforcement bars shall be given on the drawing: required concrete strength class, the exposure class and further requirements to the concrete given in reference
37、 standards; ENISO3766:2003IS:6673 O3002(E) 2 I SO 3002 All irthgs ersedevr type of reinforcing steel and prestressed steel given in reference standards; bar mark, number, diameter, shape and position of the reinforcement bars; distance between the bars and overlap length at joints; arrangement, dime
38、nsions and development of welding points by specification of the joining metal, jarring plates, position of the concreting gap; type of the prestressing system; number, type and position of the tendons; number, type and position of the tendon anchoring and tendon coupling; bar mark, number, diameter
39、, shape and position of the accessory not prestressed concrete reinforcement; type and diameter of the encasing tubes; specification of the intrusion grout; measures for securing the position of the concrete reinforcement and the tendons (e.g. kind and arrangement of the bar chairs, as well as arran
40、gement, dimensions and shape for the support of the upper concrete reinforcement layer and the tendons); the layer dimension c Vwhich derives from the nominal dimension c nomof the concrete cover, as well as the allowance in design for tolerance c of the concrete cover; the joint development; specia
41、l measures for quality assurance, if required. The following information on bending the reinforcement bars shall be given on the drawing or on separate documents such as a bar schedule: if the shape coding system according to 6.3 is applied, bending shapes of the reinforcement bars shall refer unamb
42、iguously to the shape numbers, hence the graphical representation may be unscaled; single length, sectional lengths and, if applicable, bending angles of the reinforcement bars shall be indicated (for typifying bending shapes, Table 5 shall be taken into account, and in every case the reference stan
43、dard mandrel or radii shall be represented on the drawing); the mandrel diameters or radii. Manufacturing tolerances shall be taken into account in dimensioning the reinforcement components, in order to reach the desired concrete cover in the ready-made structure. 4 Placement information and represe
44、ntation 4.1 Reinforcement without prestressing The representation and drawing conventions of concrete reinforcements without prestressing shall be in accordance with Table 1. ENISO3766:2003IS:6673 O3002(E) I SO 3002 All irthgs ersedevr 3Table 1 Representation and drawing conventions of concrete rein
45、forcements without prestressing No. Description Representation 1 Views a) General representation of bar by a continuous extra-wide line b) Bent reinforcement bar 1) representation as a polygonal continuous line or 2) representation as a continuous line made up of straight lines and arcs c) Bundle of
46、 bars drawn using a single line, with end markings indicating number of bars in bundle EXAMPLE Bundle of three identical bars. 2 Section of bar a) section of single reinforcement bar b) bundle of two reinforcement bars c) bundle of three reinforcement bars 3 Bar with hook anchoring a) elevation of b
47、ar terminating in a 90 bend b) elevation of bar terminating in a bend between 90 and 180 c) elevation of bar terminating in a 180 bend 4 Straight bars lying in a row or a plane to indicate the ends of the bars, showing corresponding bar marks using narrow line 5 End anchorage with plates a) elevatio
48、n or plan view b) section or end view 6 Bar bent at a right angle away from viewer 7 Bar bent at a right angle towards viewer 8 Overlapping stack of reinforcement bars a) without marking bar ends by a slash and bar marks b) with marking bar ends by a slash and bar marks ENISO3766:2003IS:6673 O3002(E) 4 I SO 3002 All irthgs ersedevrTable 1 (continued) No. Description Representation 9 Bars joined by mechanical couplers general representation a) tension coupler b) compression coupler 10 Welded fabric, top view (If required, an oblique stroke crossing the
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