1、International Standard 1052 ,NTERNAT,ONAL ORGAN,ZAT,ON FOR STANDARDlZATlON.ME)I(L,HAPO,HAR OPrAHH3AUHR l-ID CTAH/JAPTbl3AUblbl.OFIGANlSATlON INTERNATIONALE DE NORMALISATION Steels for general engineering purposes Aciers de construction mhcanique dusage gdnbral First edition - 1982-11-01 Corrected an
2、d reprinted - 1963-06-01 G? UDC 669.14.018.291 Ref. No. IS0 1052-1982 (E) 3 x Descriptors : steels, structural steels, generalities. 8 0 ul - Price based on 5 pages Copyright International Organization for Standardization Provided by IHS under license with ISONot for ResaleNo reproduction or network
3、ing permitted without license from IHS-,-,-Foreword IS0 (the International Organization for Standardization) is a worldwide federation of national standards institutes (IS0 member bodies). The work of developing Inter- national Standards is carried out through IS0 technical committees. Every member
4、body interested in a subject for which a technical committee has been set up 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. Draft International Standards adopted by the technical comm
5、ittees are circulated to the member bodies for approval before their acceptance as International Standards by the IS0 Council. International Standard IS0 1052 was developed by Technical Committee ISO/TC 17, Steel, and was circulated to the member bodies in March 1981. It has been approved by the mem
6、ber bodies of the following countries: Australia Austria Brazil Bulgaria Canada China Czechoslovakia Egypt, Arab Rep. of France Germany, F.R. Hungary India Iran Italy Korea, Dem. P. Rep. of Korea, Rep. of Mexico Netherlands New Zealand Norway Poland Romania South Africa, Rep. of Spain Sweden Tanzani
7、a Turkey United Kingdom The member bodies of the following countries expressed disapproval of the document on technical grounds: Belgium Ireland USA This International Standard cancels and replaces IS0 Recommendation R 1052-1969, of which it constitutes a technical revision. 0 International Organiza
8、tion for Standardization, 1982 0 Printed in Switzerland Copyright International Organization for Standardization Provided by IHS under license with ISONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-INTERNATIONAL STANDARD IS0 1052-1982 (E) Steels for general engine
9、ering purposes 1 Scope and field of application 1.1 This International Standard specifies the qualities of general purpose steel set out in table 1 intended for engineering purposes. 1.2 This International Standard applies to hot-rolled steel sheet 3 mm or more thick, flats and bars generally used i
10、n the delivered state and as a rule in engineering structures.1) It does not deal with the following steels, which are dealt with in other International Standards : - steels for boilers and pressure vessels (IS0 26W4); - sheet for forming and stamping (IS0 3573 and IS0 3574); - structural steels for
11、 heat treatment; - bars for concrete; - general-purpose steels intended for metal construc- tions (IS0 630). 2 References IS0 62, Steel - Tensile testing. IS0 377, Selection end preparation of samples and test pieces of wrought steels - Part 1: Samples and test pieces for mechanical test. 2) Part 2:
12、 Samples and test pieces intended for the determina- tion of the chemical composition. 2) IS0 464, Steel and steel products - General technical delivery requirements. IS0 630, Structural steels. IS0 256611, Steel - Conversion of elongation values - Part 1 : Carbon and low alloy steels. IS0 266414, S
13、teel products for pressure purposes - Quality re- quirements - Part 4 : plates. IS0 3573, Hot-rolled carbon steel sheet of commercial and drawing qualities. IS0 3574, Cold-reduced carbon steel sheet of commercial and drawing qualities. 3 Characteristics required 3.1 Method of manufacture Unless othe
14、rwise agreed at the time of ordering, the method of manufacture is left to the manufacturer; however, the user shall have the right to be informed of the method on request at the time of delivery. . The steels shall be non-rimming. 3.2 As-delivered condition The products are generally delivered in t
15、he as-rolled condition. Other as-delivered conditions may be agreed at the time of ordering. 1) Examples of applications of these steels are : Plates: machine frames Rounds: mechanical structure, not heat treated Fiats: agricultural machines, not heat treated These steels are not intended for welded
16、 constructions such as metal bridges and frames. 2) At present at the stage of draft. (Partial revision of ISO/R 377-1964.1 1 Copyright International Organization for Standardization Provided by IHS under license with ISONot for ResaleNo reproduction or networking permitted without license from IHS-
17、,-,-IS0 1052-1982 (E) 3.3 Surface appearance - Defects 4.2 Mechanical properties 3.3.1 Surface appearance The products shall have a smooth surface corresponding to the rolling method used; they shall have no surface defects that are prejudicial to their subsequent processing or intended use. 3.3.2 E
18、limination of defects 3.3.2.1 Minor defects may be removed by the manufacturer by grinding, provided that the thickness is not reduced locally by more than 7 % (with a maximum of 3 mm) in relation to its nominal value. 4 Characteristics of grades 4.1 Chemical composition 4.1.1 Ladle analysis The max
19、imum composition limits for analysis carried out on samples taken during casting are given in table 1. 4.1.2 Product analysis The maximum composition limits of the product are given in table 1. This analysis can be requested by the purchaser, in which case it shall be specified on the order. Table 1
20、 - Chemical composition from ladle and product analysis I P P S S Grade Ladle Product Ladle Product I I % max. I Fe 490 0,050 0,055 0,050 0,055 Fe 590 0,050 0,055 0,050 0,055 I Fe 690 0,050 0,055 0,050 0,055 The steels in the delivery condition as defined in 3.2 shall com- ply with the mechanical pr
21、operties specified in table 2 when these are determined on test pieces selected in accordance with 5.4. For products over 63 mm in thickness, the mechanical proper- ties shall be the subject of an agreement between the manufac- turer and the purchaser. 5 Acceptance testing 5.1 Rolled products Rolled
22、 products covered by this International Standard may be the subject of acceptance tests in accordance with the con- ditions specified in IS0 404 relating to the mechanical proper- ties and chemical analysis of the product. Verification of the chemical composition of the product is only carried out b
23、y agreement at the time of order. 5.2 Acceptance test unit If acceptance testing has been specified on the order, the ac- ceptance test unit is generally formed by cast; if agreed when ordering, it may be formed by batch). The acceptance test unit shall be - 20 t or fraction thereof for acceptance b
24、y batch; - 50 t or fraction thereof for acceptance by cast. 5.3 Types of tests 5.3.1 For each acceptance test or thickness range, as defined in table 2, the series of tests shall be carried out comprising - one tensile test (or more, in accordance with 5.3.3); - one product analysis, if agreed when
25、ordering. Table 2 - Mechanical properties Yield strength, (min.1 N/mmzl) A % min. 2) Grade _ NIrk 1) U, = 5.65 6) e 18 % for grade Fe 490; A 13 % for grade Fe 590; A 8 % for grade Fe 690; b) if the gauge length is 50 mm (for products with a thickness 38 mm), the values for elongation are A 21 % for
26、grade Fe 490; A 15 % for grade Fe 590; A 10 % for grade Fe 690; c) For other gauge lengths, reference shall be made to the conversion table (see IS0 2566/l). In case of dispute, however, only the results obtained on a pro- portional test piece will be taken into consideration. 5.5.1.3 The yield stre
27、ngth specified in the tables is the upper yield stress or the proof stress (0,5 % total elongation). If the 0,2 % proof stress (non-proportional elongation Rprr2) the lower yield stress I?, or proof stress (total elongation) Rt, is specified on the order, this specification is complied with in this
28、respect if the value obtained by such measurement satisfies the specified yield strength values in table 2. 5.5.2 Defective tests and test pieces 5.5.2.1 When a test does not give the required results because of an error in execution, the test shall be cancelled. 3 Copyright International Organizati
29、on for Standardization Provided by IHS under license with ISONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-IS0 1062-1982 (El Error in execution means defective machining, incorrect moun- ting in the test machine, malfunctioning of the machine or any other anomaly
30、 independent of the metal itself. 5.5.2.2 If a defective test piece gives satisfactory results, the batch shall be accepted, but the corresponding item (from which the test sample was taken) shall be submitted to an in- dividual examination for soundness. 5.5.3 Supplementary tests If, when testing,
31、the required results are not achieved, ad- ditional tests unless otherwise agreed, shall be carried out as follows : 5.5.3.1 Tensile test 5.5.3.1.1 If the test piece does not give the required values, the corresponding item shall be deemed not to comply with the product specification unless two othe
32、r test pieces from the same item are tested and give satisfactory results. In this case, the item and the batch shall be considered to comply with the specification. 5.5.3.1.2 If one or both additional test pieces do not satisfy the requirements, the corresponding item shall be deemed not to comply
33、with the specification. In this case, the requirements of clause 6 may be applied. 5.5.4 Chemical analysis 5.5.4.1 In case of dispute, the method used for chemical analysis shall be in accordance with the requirements of the relevant International Standards. If no International Standards exist, the
34、method to be used shall be agreed between the in- terested parties. The samples may be taken from the test pieces used for verify- ing the mechanical properties or from drillings made from the full thicknesses of the product at the same place as the test pieces. In case of dispute, only the analysis
35、 of material taken from the full thickness of the product shall be taken into con- sideration. The requirements of IS0 37712 are to be applied when selec- ting and preparing samples for chemical analysis. 5.6 Documents The requirements of IS0 404 are to be applied. The type of cer- tificate required
36、 shall be specified in the order. 6 Resubmission (see IS0 404) 6.1 The producer may resubmit for inspection products which have been rejected during earlier inspection and which have subsequently been processed (selection, heat treatment), details of which shall be indicated to the purchaser on requ
37、est. In this case, tests shall be carried out as if they applied to a new batch. 6.2 The producer has the right to present rejected products for re-examination for another quality or grade. 7 Labelling Unless an agreement to the contrary is made at the time of the order, the products shall be legibl
38、y marked to show - the identification symbols for the grade of steel; - the brand of the manufacturer: - where necessary, symbols, letters or numbers which relate the test certificates, test pieces and products to each other. In the case of products of small unit mass and which are con- signed in ti
39、ed bundles, the labelling may only be in the form of a tag securely attached to each bundle (or it may be marked on the upper plate). 4 Copyright International Organization for Standardization Provided by IHS under license with ISONot for ResaleNo reproduction or networking permitted without license
40、 from IHS-,-,-IS0 1052-1982 (E) Annex Bars and sections in engineering steels (Forms part of the Standard.) Location and orientation of samples q Position of samples 5 Copyright International Organization for Standardization Provided by IHS under license with ISONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-
