DLA MIL-W-21425 B-1975 WIRE STEEL HIGH CARBON SQUARE UNCOATED FOR MECHANICAL SPRINGS《机械弹簧方未上漆的高碳钢圈》.pdf
《DLA MIL-W-21425 B-1975 WIRE STEEL HIGH CARBON SQUARE UNCOATED FOR MECHANICAL SPRINGS《机械弹簧方未上漆的高碳钢圈》.pdf》由会员分享,可在线阅读,更多相关《DLA MIL-W-21425 B-1975 WIRE STEEL HIGH CARBON SQUARE UNCOATED FOR MECHANICAL SPRINGS《机械弹簧方未上漆的高碳钢圈》.pdf(10页珍藏版)》请在麦多课文档分享上搜索。
1、MXL-W-ZL425B 75 W 7777406 OLL7bb4 4 MIL-W-21425B MILITARY SPECIFICATION WIRE, STEEL, HIGH CARBON, SQUARE, UNCOATED, FOR MECHANICAL SPRINGS (GENERAL PURPOSE) 30May 1975 SUPERSEDING MIL-W-2 1425A 23 April 1962 This specification is approved for use by all departments and agencies of the Department of
2、De fense. 1. SCOPE 1.1 Scope. This specification covers three types of uncoated, squake (0.050 to 0.500 inches in width), high-carbon steel wire (see 6.1). 1.2 Classification. Wire shail be of the following types, as specified (see 6.2): Type 1 Type II Type III1 Oil tempered spring wire for the manu
3、facture of springs which require no subsequent hardening. Hard drawn wire for the manufacture of springs which require no subsequent hardening. Soft (0.55 to 0.75 carbon) wire for the manu- facture of springs which are to be hardened after cold forming, furnished in two conditions as follows (see 6.
4、1.3): Condition A - Annealed at finished size Condition B - Annealed and ightly drawn. 1If a condition letter is not specified for type III wire, either condition A or condition B may be selected at the option of the spring manufacturer. . m Provided by IHSNot for ResaleNo reproduction or networking
5、 permitted without license from IHS-,-,-MILW-21425B 2. APPLICABLE DOCUMENTS 2.1 The following documents of the issue in effect on the date of invitation for bids or request for proposals form a part of this specification to the extent specified herein. STANDARDS Federal FED-STD-66 Steel: Chemical Co
6、mposition and Hardenability FED-STD- 1 5 1 Metals; Test Methods Military “MILSTD-129 Marking for Shipment and Storage MILSTD-163 Steel Mill Products, Preparation for Shipment and Storage (Copies of specification, standards, drawings, and publications required by contractors in connection with specif
7、ic procurement functions should be obtained from the procuring activity or as directed by the contracting officer.) “2.2 Other publications. The following document forms a part of this specification to the extent specified herein. Unless otherwise indicated, the issue in effect on date of invitation
8、 for bids or request for proposal shall apply. American Society for Testing and Materials (ASTM) Standards A 318 Tension Testing of Steel Spring Wire (Application for copies should be addressed to the American Society for Testing and Materials, 1901 Race Street, Philadelphia, PA 19 103.) 3. REQUIREM
9、ENTS 3.1 Process. The steel for the manufacture of the wire shall be made by the open-hearth, basic oxygen, or electric-furnace method. 2 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-W-2L425B 75 7799706 OlL7bbb MIL-W-2 1425B 3.2 Chemical compo
10、sition. The composition of the steel shall be as shown in table I, subject to the variations for check analysis given in table 4 of FED-STD-66. Table I CHEMICAL COMPOSITION (LADLE ANALYSIS). I and III . . . 0.55-0.75 0.60-1.201 0.10-0.30 0.040 II . . . . . . . . 0.45-0.75 0.60-1.203 0.10-0.30 0.040
11、0.050 0.050 For type III wire, manganese shall be between 0.80 and 1.20 percent for widths 3/16 inch Not varying more than 0.20 percent in any one lot. 3Not varying more than 0.30 percent in any one lot. an larger. *3.3 Defects. The wire shali be free from cracks, pipes, and other detrimental imperf
12、ections (see 6.1). “3.4 Surface. All wire shall be smooth and free from rust. Type I and type III, condition A, wire shali be free from excessive surface oxidation and shall be oiled or given an equivalent protective coating. Type II and type III, condition B, wire shall be free from scale or surfac
13、e oxidation and shali be oiled. 3.5 Uniformity of form. Ali wire shall be sufficiently uniform in quality and temper to permit manufacture of springs. The wire shall not be wavy or kinked. 3.6 Dimensions. The wire shall be of the size specified, subject to the tolerances given in tables II and III.
14、3.7 Wrapping properties. The wire shall be free from cracks after wrapping around a mandrel of the size shown in table IV. Unless otherwise specified (see 6.4), the wrapping test shall not be required for wire of widths over 0.3 12 inch or for type III material. 3 Provided by IHSNot for ResaleNo rep
15、roduction or networking permitted without license from IHS-,-,-Table II TOLERANCES FOR WIDTH AND OUT-OF-SQUARE (All dimensions are in inches) Tolerance Out-of- Width plus and square 0.050 to 0.071, Incl. . 0.0015 0.0020 0.072 to 0.375, incl. . 0.0030 0.0040 minus maximum 0.376 to 0.500, incl. . 0.00
16、45 0.0060 Table III CORNER RADII (All dimensions are in inches) Comer radius Minimum Maximum Width c 0.050 to 0.125,incl 0.012 0.017 0.251 to 0.312, hcl. . 0.030 0.040 0.126 to 0.188,hcl , . . , . , . . 0.025 0.189 to 0.250, inc. . 0.025 0.035 0.313 to 0,500, inci. . 0.035 0.045 0.020 Table IV MANDR
17、EL SIZE FOR WRAPPING TEST (All dimensions are in inches) Wire width I Diameter of mandrel 0.050 to 0.162, incl. . . 0.163 to 0.312, hd Diagonal of wire Twice the diagonal of wire Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-W-2 1425B 3.8 Mecha
18、nical properties. 3.8.1 Type I wire. Type I wire shal be quenched and tempered to obtain the tensile strength specified in table V. Table V Width - (in.) 0.050 0.054 0.062 0.072 0.080 0.091 0.105 0.120 0.135 0.148 0,162 0.177 0.192 0.207 0.225 (1.250 0.312 0.375 0.437 0.500 TENSILE STRENGTH, TYPE I
19、WIRE Tensile strength (pi) Minimum 253,000 247,000 241,000 235,000 230,000 225,000 220,000 215,000 210,000 205,000 200,000 195,000 190,000 188,000 185,000 183,000 180,000 175,000 170,000 165,000 Maximum 283,000 277,000 271,000 265,000 260,000 255,000 250,000 240,000 235,000 230,000 225,000 220,000 2
20、15,000 213,000 2 1 o ,000 208,000 205,000 200,000 195,000 190,000 For widths other than those show in table V, tensile strength shaii be deterrnin- ed by interpolation. 3.8.2 Type II wire. Type II wire shall be cold drawn to obtain the tensile strength specified in table VI. 3.8.3 Type II wire. 3.8.
21、3.1 Condition A. Type III, condition A, wire shall be annealed at finished size and shal have no cold work in the finished condition. The maximum tensile strength shall be 95,000 psi. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-M1L-W-2 1425B Tabl
22、e VI TENSILE STRENGTH, TYPE II WIRE Width (in.) Tende strength (psi) Minimum I Maximum 0.050 0.054 0.062 0.072 0.080 0,091 0.105 0.120 0.135 0.148 0.162 0.177 0.192 0.207 0.225 0.250 0.312 0.375 0.437 0.500 243,000 237,000 232,000 227,000 221,000 216,000 210,000 206,000 203,000 200,000 195,000 192,0
23、00 190,000 186,000 182,000 174,000 167,000 162,000 1 5 6,000 152,000 279,000 272,000 266,000 261,000 254,000 248,000 241,000 237,000 234,000 230,000 225,000 221,000 218,000 214,000 210,000 200,000 19 3 ,O O0 187,000 180,000 176,000 For widthsother than thoseshown in table VI, tensile strength shall
24、be determin- ed by interpolation. *3.8.3,2 Condition B. Type III, condition B, wire shall be annealed and shall be given at least one pass through dies or rolls after the last annealing treatment. The minimum tensile strength shall be 100,000 psi and the maximum, 130,000 psi. 3.8.3.3 When heattreate
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