BS 3A 108-1962 Specification for steel bolts (Unified hexagons and Unified threads) with close tolerance shanks for aircraft《飞行器用带紧公差螺杆的钢螺栓(统一六角头和统一螺纹)规范》.pdf
《BS 3A 108-1962 Specification for steel bolts (Unified hexagons and Unified threads) with close tolerance shanks for aircraft《飞行器用带紧公差螺杆的钢螺栓(统一六角头和统一螺纹)规范》.pdf》由会员分享,可在线阅读,更多相关《BS 3A 108-1962 Specification for steel bolts (Unified hexagons and Unified threads) with close tolerance shanks for aircraft《飞行器用带紧公差螺杆的钢螺栓(统一六角头和统一螺纹)规范》.pdf(10页珍藏版)》请在麦多课文档分享上搜索。
1、BSI 3A*l108 62 I Lb24bb 0101i22b 7 m UDC 621.582.711.08?.3 : 669.14 : 629.131 -. . . . I BRITISH STANDARD SPECIFICATION FOR STEEL BOLTS (UNIFIED HEXAGONS AND UNIFIED THREADS) WITH CLOSE TOLERANCE- SHANKS FOR AIRCRAFT% FOREWORD This revision of British Standard 2A.IOS : 1956 has been prepared to rela
2、te the standard to the relevant requkments of British Standard A.100. Additionayy, provision has been made for the use of alternative materials for forgeeci bolts. un,;.y.* .- S.95 55 ton, 1% per cent . nickel-chromium-molybdenum steel .i : . .- . :. . .r: -, . .- . .* i . - -. 5.102 Carbon-molybden
3、um steel - ;I . .j: =* I. S.105 Carbon steel - s.114 55 ton manganese-molybdenum steel S.116 55 ton carbon steel i : Z 0 . i. i. . S.117- 55 ton, per cent chromium steel. i !,I i 2; i: % a ; ., S.147 Nicliel-cliroiiiiuiii-ilolybdenutn steel (bar for the iiiaiiuacluiP i.-. . -. S.148 S.149 S.154 S.15
4、8 .i . of forged bolts only) L. - ., . . . - . *.- z Low nickel-cliroiiiium steel (bar for the iiiaiiuacttire o oiEetl bolts only) 1.75 per celit nickel-cliromiutii-iiiolbdetiuiii steel 2% % nickel-cliroiniuiii-riiolybdeiiuiii steel billets. bars, forgiiigs and parts (880 - i O80 hWa: liniitirig rul
5、iiig sectin 1 SO win) 1 Z chroiiiiuiii-iiiolybdeiiurii steel bars for the iiiaiiufacture o forged bolts and forged nuts . . I NOTE 1. The values in British units are to be regarded as the standard. A table is given in the appendix to provid2 a ready means of clcolathg the approximate millirnetre equ
6、ivalents Of the inch dimensions. More accurate conversions should be based on the tables in B.S. :o. r. 4. NOTE 7 In place of the customary, but incorrect, use of the ton 3s a unit of rorc:. the unit called a ton force (abbreviation toc0 has ken used in this standord. It is the force which. when act
7、ing on a body of mss one ton, gives on acceleration equal io that of standird gavify. i SPECIFICATION SCOPE 1. This British Standard specifies the materials, dimen- sions, finish and inspection requirements for steel bolts with Unified hexagons, Unified thrads rind close tolerance shanks for aircraf
8、t. GF3lEMLREQ-S 2. The bolts shall comply with the relevant requirements of Part 1 of British Standard A.10 in respect of manufac- turc, screw threads, anti-corrosion treatment, identification and marking. hUIERlAL AND MANUFACTURE 3. u. The bolts sha be manufactured by one of the following methods:
9、(i) hiachincd from bright drawn bars which comply with the latest issue of one of the following British Standarcis. A . s.95 or S.114 or S.116 or S.117 or s.154 . (i) Forged from materid which complies with the latest issue of one of the following British Standards: or S.105 - or S.147 . or S.148 or
10、 S.149 - or S.158 b. in the huily hemreated condition, the m O4 5D 0.5 I 6D i 06 7D 0.7 8D O e8 9D 1OD 11D 12D 13D 14D 15D 16D 17D 18D 19D 20D 21D 22D 23D 24D 25D BSL 3A*&O 62 M 3624bb 01103227 2 B 3 A. 108, June, 1962 4 0.9 1.0 +O -0.03 in 0.143 0.193 0.293 0.393 0-493 0,593 0693 0.793 0.893 0,993
11、1.093 1.1 1.193 1.2 1.293 1.3 j 1,393 1.4 1.493 1.5 j 1,593 1-6 1,693 1.7 j 1.793 1.8 I 1.893 1.9 f 1.993 200 2.093 21 1 2.193 2- I 2.293 - 2.3 2.4 2 -5 2.393 2,493 2.593 E +0.04 -0 ul 0.55 0.60 0-70 0.80 0.90 1 *o0 1.10 1.20 1.30 1.40 1-50 1.60 1.70 1-80 1.90 2-00 2.10 2.20 2-30 2-40 2.50 2-60 2.70
12、 2.80 2-90 3-00 *See Clause 4c. Bolts below the heavy line may not be readily available in large quantities because of limitations in manufacture by forging. .U31 3A*lO b2 I 162qbb9 Oit01230 9 m- 3 A. 1438, June, 1962 TABLE 2 (Corrtiiiued) BEARING LENGTH L, CLAMPING LENGTH iM AND OVERALL LENGTH E -
13、%in UNP No min. in IE 1 0.1 ?E i 0.2 3E f 0.3 4E 1 0.4 5E 0.5 6E 7E SE 9E 1 OE 11E 12E 13E 14E 15E 16E 17E 1 SE 19E 20E 21E 22E 23E 24B 25E 26E 27E 2SE 29E 30E 0.6 O -7 0.8 0.9 1 -0 1.1 1 *2 1 -3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2 *2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 M i0 -0.03 in 0.201 0.301 0.401 0.5
14、01 0.601 0501 0.801 0.901 1.001 1.101 1.201 1-301 1.401 1.501 I601 1.701 1.801 1.901 2.001 2,101 2.201 2.301 2.401 2.501 2601 2.701 2.801 2.901 3.001 3-101 E +0.04 -0 in 0.70 0.80 0.90 1-00 1.10 1 a20 1 a30 1.40 1.50 1.60 1.70 1.80 1.90 2.00 2-10 2.20 2-30 2.40 2.50 2.60 2.70 2.80 2.90 3.00 3-10 3.2
15、0 3.30 3-40 3-50 3.60 Part No. 1G 2G 3G 4G 5G 6G 7G SG 9G 10G 11G 12G - 13G 14G 15G 16G 17G 1 SG 19G 20G 21G 22G 23G 24G 25G 26G 27G 2SG 29G 30G 31G 32G 33G 34G 35G 36G 37G * See Clause 4c. *L min. in 0.1 0 *2 0.3 0.4 O *5 O .6 0.7 0.8 0.9 1.0 1.1 1 *2 1 *3 1.4 1.5 1.6 1 *7 1.8 1 -9 2.0 2.1 2.2 2.3
16、2.4 2.5 2.6 2.7 2.8 2.9 3-0 3 *1 3 e2 3 -3 3.4 3.5 3.6 3.7 M i0 -0.03 in 0.213 0.313 0.413 0.513 0.613 0.713 0.813 0.913 1.013 1,113 1.213 1.313 1.413 1.513 1.613 1,713 1.813 1,913 2.013 2.113 2.213 2.313 2.413 2.513 2.613 2.713 2.813 2.913 3.013 3.113 3.213 3-313 3-413 3.513 3.613 3,713. 3.813 E io
17、.04 - -0 in 0.75 0.85 0.95 1-05 1.15 1.25. 1.35 1.45 1.55 1.65 1.75 1-85 1.95 2.05 2.15 2.25 2.35 2.45 2.55 2.65 2.75 2.85 2-95 3005 3-15 3.25 3.35 3-45 3.55 3.65 3.75 3.85 3-95 4-05 4.15 4.25 4.35 Bolts below the heavy line may n_ot-bereadily available in large quantitiesbecause of limitations in m
18、anufacture by forging. ES1 3A*108 62 E Lb2qbb 0101231 O 3 A, 108, June, 1962 TABLE 2 (Conrimefi.1 BEARING LENGTH L, CLAMPING LENGTH M AND OVERALL LENGTH E Part No. 1J 23 35 45 5J 6J 75 8J 9J 1OJ 11J 125 135 14J 15J 16J 17J 185 19J 205 21J 22 J 235 24J 253 265 27J 2SJ 29J 305 315 32J 33J 345 353 G %i
19、n UNP “4 min. in 0.1 0.2 On3 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1 -7 1 *8 1 *9 2 *o 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.9 310 3.1 3.2 3 u3 3.4 3.5 0.8 2.8 - M +o . -0.03 in 0.213 0.313 0,413 0,513 0-613 0.713 0.813 0.913 1.013 1.113 18213 1.313 1.413 1.513 1613 1.713 1,913 2.013 2.113 2.213 2
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- BS3A1081962SPECIFICATIONFORSTEELBOLTSUNIFIEDHEXAGONSANDUNIFIEDTHREADSWITHCLOSETOLERANCESHANKSFORAIRCRAFT

链接地址:http://www.mydoc123.com/p-544037.html