ISO-4101-1983.pdf

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1、International Standard INTERNATIONAL ORGANIZATION FOR STANDARDIZATIONW.EYHAPOHAR OPrAHHBAUHR il0 CTAHAAPTH3AUMWORGANlSATlON INTERNATIONALE DE NORMALISATION Drawn steel wire for elevator ropes - Specifications Fils tdfk% en acier pour dblas d ascenseur - Sph9ications First edition - 1983-09-15 Ei UDC

2、 669-426 : 677.721 : 621.876 Ref. No. IS0 4101-1983 (E) Q 7 Descriptors : steel products, wire, wire rope, elevators, specifications, dimensions, reverse bend tests, tension tests, torsion tests. 6 G s Price based on 3 pages Copyright International Organization for Standardization Provided by IHS un

3、der license with ISO Licensee=NASA Technical Standards 1/9972545001 Not for Resale, 04/28/2007 07:22:20 MDTNo reproduction or networking permitted without license from IHS -,-,- Foreword IS0 (the International Organization for Standardization) is a worldwide federation of national standards bodies (

4、IS0 member bodies). The work of developing International Standards is carried out through IS0 technical committees. Every member body interested in a subject for which a technical committee has been authorized has the right to be represented on that committee. International organizations, government

5、al and non-governmental, in liaison with ISO, also take part in the work. Draft International Standards adopted by the technical committees are circulated to the member bodies for approval before their acceptance as International Standards by the IS0 Council. International Standard IS0 4101 was deve

6、loped by Technical Committee ISO/TC 105, Steel wire ropes, and was circulated to the member bodies in October 1982. It has been approved by the member bodies of the following countries : Austria India Canada Israel China Italy Czechoslovakia Korea, Rep. of Egypt, Arab Rep. of Netherlands France Pola

7、nd Germany, F. R. Spain Sweden Switzerland United Kingdom Thailand USSR The member bodies of the following countries expressed disapproval of the document on technical grounds : Australia Belgium South Africa, Rep. of 0 International Organization for Standardization, 1993 0 Printed in Switzerland Co

8、pyright International Organization for Standardization Provided by IHS under license with ISO Licensee=NASA Technical Standards 1/9972545001 Not for Resale, 04/28/2007 07:22:20 MDTNo reproduction or networking permitted without license from IHS -,-,- INTERNATIONAL STANDARD IS0 4101-1983 (E) Drawn st

9、eel wire for elevator ropes - Specifications 1 Scope This International Standard gives the specifications for steel wire to be used for elevator ropes only. It lays down : - the dimensional tolerances; - the mechanical characteristics. 2 Field of application This International Standard applies to ne

10、w steel wire of be- tween 0.25 and 1,8 mm diameter, used solely for manufacture of elevator ropes. It does not apply to steel wires taken from a rope. 3 References IS6 69, Steel - Tensile testing of wire. IS0 136, Steel - Simple torsion testing of wire. IS0 144, Steel - Reverse bend testing of wire.

11、 IS0 2701, Drawn wire for general purpose non-alloy steel wire ropes - Terms of acceptance. 4 Diameters and ovality 4.1 Nominal diameter of the wire, d The nominal diameter of the wire, d, is the diameter in milli- metres specified by the ropemaker on the order. It shall be the basis on which the va

12、lues of all characteristics are determined for acceptance of the wire. 4.2 Actual diameter of the wire The actual diameter of the wire shall be the diameter given by the arithmetic mean of two measurements, one being perpen- dicular to the other in the same plane. The arithmetic mean shall be within

13、 the tolerance limits specified in table 1, 4.3 Ovality of the wire The two measurements, taken as specified in 4.2, shall not dif- fer by more than half the total tolerance given in table 1. Copyright International Organization for Standardization Provided by IHS under license with ISO Licensee=NAS

14、A Technical Standards 1/9972545001 Not for Resale, 04/28/2007 07:22:20 MDTNo reproduction or networking permitted without license from IHS -,-,- IS0 4101-1963 (E) Table 1 - Dimensional limits and tolerances Values in millimetres In case of dispute, the tensile tests shall be performed strictly in ac

15、cordance with IS0 89, particularly insofar as the speed of ap- plication of the load is concerned. Nominal diameter of wire d 0,25 d 0,4O 0,40 d 0.50 020 d 0,60 0.60 d 0,70 0,70 d 0,80 0,80 d 1,00 I,00 d I,20 1,20 d 1,30 1.30 d 1,50 150 d I,60 1.60 d 1,80 5 Tensile strength 5.1 Wire tensile grades T

16、he wire tensile grades are : - 1 370 N/mmz” - 1 570 N/mm2 - 1 770 N/mm2 Tolerance f 0,010 * 0,015 It 0,020 f 0,025 These nominal values are the lower limits for strengths. The upper limits are equal to the lower limits plus the tolerances given in table 2. Table 2 - Tensile tolerances Nominal diamet

17、er of wire d mm 0.25 d 0,40 0,40 d 0,50 0,50 d 1,OO 1,OO d 1,50 1,50 d 1,80 Tensile tolerance N/mm2 300 300 280 260 230 5.2 Testing The tensile test shall be carried out in accordance with the pro- cedure given in IS0 89; however, in view of the number of tests on wire involved in the inspection of

18、a batch, the speed of application of the load may be higher than that indicated in IS0 89 but never at such a speed as to produce a 25 % elonga- tion between grips within 1 min. A 150 mm test piece should preferably be used. 6 Simple torsion test Depending on its diameter and tensile strength, the w

19、ire shall be capable of withstanding before fracture the minimum number of turns indicated in table 3. The test relates only to wire with a diameter of 0.5 mm and over.21 The test shall be carried out in accordance with the procedure given in IS0 136. A test piece length of 100 d between grips is pr

20、eferable. When this length is impracticable, an alternative length shall be used at the discretion of the wire manufacturer. In this case, the minimum number of turns shall be proportional to the number specified in table 3, as the ratio of the alternative test length is to the standard test length

21、of 100 d. Table 3 - Minimum number of turns I 1 Minimum number of turns Test length Nominalddeter of m 0.50 d 0,60 0,60 d 0,70 0,70 d 0,80 34 30 28 1OOd 0,80 d 1,00 I,00 d I,20 1,20 d 1,30 33 29 26 1,30 d 1,50 I,50 d I,60 33 28 25 I,60 d I,80 1 1 1 7 Reverse bend test The wire shall be capable of wi

22、thstanding without fracture the minimum number of reverse bends indicated in table 4; the bending radii of the supports to be used, which vary with dif- ferent wire diameters, are also given. The test relates only to wire with a diameter of 0,5 mm and over.21 The test shall be carried out in accorda

23、nce with the procedure given in IS0 144. 1) 1 N/mm2 = 1 MPa 2) Wire diameters smaller than 0,5 mm shall be tested only by means of the knotted wire tensile test. 2 Copyright International Organization for Standardization Provided by IHS under license with ISO Licensee=NASA Technical Standards 1/9972

24、545001 Not for Resale, 04/28/2007 07:22:20 MDTNo reproduction or networking permitted without license from IHS -,-,- IS0 4101-1983 (El Table 4 - Minimum number of reverse bends 8 Tensile test on knotted wire Nominal diameter of wire d mm 1 Minimum number of reverse bends Radius of curvature of suppo

25、rts mm l-T- TensNymK;de, 1 370 1 570 1770 This test is limited to wire having a diameter of less than 0,5 mm and replaces the simple torsion test and the reverse bend test. The length of wire with a single knot shall be capable of with- standing without breaking a load equal to not less than 50 % of

26、 that corresponding to the nominal strength. 0.50 I,25 9 0,55 15 OBJ 0,65 1.75 13 11 0,70 10 0,75 17 OBJ 15 0,85 0.90 2,50 13 12 0,95 11 1PJ 10 I,10 18 1,20 15 1,30 3.75 13 1,a 11 1s 10 1.60 15 1.70 5,00 13 I,80 1 12 7 6 13 12 11 10 9 8 8 7 15 14 13 12 11 10 17 15 13 11 10 13 12 11 I4 13 12 11 10 9

27、16 14 12 10 9 12 11 10 CITE - If the diameter lies between two consecutive diameters in the The test shall be carried out in accordance with the procedure given in IS0 89, with the qualification that a simple knot should be made in the middle of the test piece. 9 Acceptance conditions The method of

28、sampling and acceptance shall be as given in IS0 2701. table, the number of bends and the next larger diameter shall be taken. bend radius to the Copyright International Organization for Standardization Provided by IHS under license with ISO Licensee=NASA Technical Standards 1/9972545001 Not for Resale, 04/28/2007 07:22:20 MDTNo reproduction or networking permitted without license from IHS -,-,-

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