BS A 226-1965 Specification for steel hexagon head bolts (short thread Class 3A)《六角头钢螺栓规范(短螺纹 3A类)》.pdf
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1、ES1 A*22b b5 H lb24bb OBBL875 9 A.226, December, 1965 UDC 629.13.01: 621.882.21 1 : 669.14 BRITISH STANDARD SPECIFICATION FOR STEEL HEXAGON HEAD BOLTS (Short Thread : Class 3A) FOREWORD In this British Standrd the bolt lengths cire based upon fractional increments. Reference is made in the standzrd
2、to the following British Standards: A.100. 2s. 95. 2s. 96. 2S.102. 2S.105. Carbon steel (wire only for the manufacture of forged bolts not eiceedhg $4 in shank diameter). 2S.114. 2S:116. 2S.117. B.S.lSS0. Bolts 2nd nuts for aircraft (general clauses). 1 W per cent nickel-chromium-polybdenurn steel (
3、55/65 tonf/sq in). 2% per cent nickel-chromium-molybdeniim steel (55/65 tonf/sq in). Carbon-molybdenurn steel (wire only for the manufacture of forged bolts). Manganese-molybdenum steel (55/65 tod,lsq in). 40 carbon steel bright bars for machining (55/65 tonf/sq in). 1 per cent chromium steel (55/65
4、 toERAL REQL!MENTS M4TERIAL AND MWUFACTURE (i) Forged from material which complies with the latest issue of one of the following British Stacdards: s.107 or S.105 or S. I37 or s. I48 or s. 14) , 01 s.* b. ln the finally hea:-treoted coridition, the mechznicsl properties of forged bolts or their repr
5、esentative test samples shall be as follovs: 0.1 per cent proof stress: not less than 97 o00 Ibf/inl Tensile strengh: not less than 124 o00 Ibf/in: not more than 146 OCXI Ibf/in? (1 O2 kgf/mml) not less than 40 ft Ibf (6 kgm). (6s kgf/mm?) (87 kgf/m2) Elongation on 5.65 ,So: not less than 13 per cen
6、t Izod impact value: A.226, December, 1965 DIMENSIONS 4. a. All finished bolts, after the application of the anti- corrosion coating shall conform to the dimensions and tolerances given in Tables 1 and 2. b. The runout of thread shall be as dened in SBAC publication R.S. 678.* c. The nominal length
7、of the bolt shall be the bearing length L. *Obtainable from Society of British Aerospace Companies, 29, King Street, St. Jamess, London, S.W.1. SCREW THREADS 5. The bolts shall have Unified threads of the form specified in B.S. 1580, Part 3 and shall conform to the Class 3A limits and tolerances spe
8、cified therein. . ANTI-CORROSION TREATMENT 6. Ail finished bolts shall be coated with cadmium. INSPECTION PROCEDURE 7. The bolts shall be inspected in accordance with the relevant requirements of British Standard A.lOO, Part 2. 2 A.226, December, 1965 5 uu fio aw i?%S4 .BO 0 r r O000 n E d $ P 2 C O
9、 u .- +A % .- 5 c1 .- 54 x N . -. e 2 E 3 1 BSI A*ZZb b5 Lb24bb 8081078 4 1 A.226, December, 1965 TABLE 2. BEARING LENGTK L AND OVERALL LENGTH E Fig. 3. No. 8-32 UNC NO. 10-32 TJNF No. 4-40 U?lC I No. 6-32 UNC - *L rto.010 in 0.062 0.125 0.188 0.250 0.312 0.375 0.438 0.500 0.562 0.625 0.688 0.750 0-
10、812 0.875 0.938 1.OoO 1.125 1,250 1.375 1.500 1,625 1.750 Part No. Part j *L E I Part 1 in I in A 1 : 0.062 0.370 I B 1 NO. . fzO.010 I f0.015 I NO. I *L 3.500 in 2.982 3.107 3.232 3.357 3.483, 3.607 3.732 3.857 B58 ! 3.625 3.982 4.107 4.232 4.357 4.482 4.607 4.732 4.857 4.982 5.107 5-232 5.357 5.48
11、2 5 -857 5.982 5.607 5-732 6.107 *Sec Subclause 4c. Part *L No. kO.010 C42 c44 C46 C50 C52 c54 C56 C58 C60 C62 C64 C66 C68 C70 C72 c74 C76 C78 c4a Cao ca2 Ca4 C86 Ca8 c90 C92 in 2.625 2.750 3 ao 3.125 3.250 3.375 3.500 3.625 3.750 2.875 3.875 44300 4.125 4450 4.375 4.500 4.625 4.750 5.000 5.125 5.25
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