DIN 34801-1999 Bolts and screws with external hexalobular driving feature with large flange《大凸缘六角头驱动螺栓及螺钉》.pdf

1、DEUTSCHE NORM December 1999 Steel hexalobular head bolts with large flange DIN 34801 - ICs 21.060.10 Schrauben mit Auensechsrund mit groem Flansch In keeping with current practice in standards published by the International Organization for Standardization (ISO), a comma has been used throughout as

2、the decimal marker. Foreword This standard has been prepared by Technical Committee Schrauben und Muttern mit Auenantrieb of the Normenausschuss Mechanische Verbindungselemente (Fasteners Standards Committee). All dimensions are in millimetres. 1 Scope This standard specifies dimensions and technica

3、l delivery conditions for M5 to M20 coarse and fine pitch thread steel hexalobular head bolts with large flange, of property classes 8.8, 10.9, A2-70 and A4-70, and product grades A and B. 2 Normative references This standard incorporates, by dated or undated reference, provisions from other publica

4、tions. These normative references are cited at the appropriate places in the text, and the titles of the publications are listed below. For dated references, subsequent amendments to or revisions of any of these publications apply to this standard only when incorporated in it by amendment or revisio

5、n. For undated references, the latest edition of the publication referred to applies. DIN 13-12 DIN 13-13 DIN 13-15 DIN 962 DIN 4000-2 DIN EN 261 57-3 DIN EN IS0 898-1 DIN EN IS0 3269 DIN EN IS0 3506-1 DIN EN IS0 4042 DIN EN IS0 4753 DIN EN IS0 4759-1 DIN EN IS0 10683 IS0 8992 : 1986 General purpose

6、 IS0 metric screw threads - Coarse and fine pitch threads with diam- eters from 1 mm to 300 mm - Selected diameters and pitches General purpose IS0 metric screw threads - Series of preferred sizesfor screws, bolts and nuts from 1 mm to 52 mm diameter and limits of sizes IS0 metric screw threads - Fu

7、ndamental deviations and tolerances for screw threads of 1 mm diameter and larger Designation system for fasteners Tabular layouts of article characteristics for bolts, screws and fit bolts Fasteners -Surface discontinuities - Part 3: Bolts, screws and studs for special re- quirements (IS0 61 57-3 :

8、 1988) Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts, screws and studs (IS0 898-1 : 1999) Fasteners - Acceptance inspection (ISO/DIS 1998)*) Mechanical properties of corrosion-resistant stainless steel fasteners - Part 1 : Bolts, screws and studs (IS0 3506-1

9、 : 1997) Fasteners - Electroplated coatings (ISO/DIS 4042 : 1996) Fasteners - Ends of parts with IS0 metric screw thread (ISO/DIS 4753 : 1997)*) Tolerances for fasteners - Part 1 : Bolts, screws, studs and fit bolts - Product grades A, B and C (ISO/DIS 4759-1 : 1997)*) Fasteners - Non-electrically a

10、pplied zinc flake coatings (ISO/DIS 10683 : 1999)*) Fasteners - General requirements for bolts, screws, studs and fit bolts *) Currently at draft stage. Continued on pages 2 to 7 Translation by DIN-Sprachendienst. In case of doubt, the German-language original should be consulted as the authoritativ

11、e text. No pari of this translation may be reproduced without the prior permission of Ref. No. DIN 34801 : 1999-1 V Deutsches Institut fur Normung e. Y, Berlin. Luth Verlag GmbH, D-10772 Berlin, has the exclusive right of sale for German Standards (DIN-Normen). -. English price group O7 . Sales No.

12、0107 05.00 COPYRIGHT DIN DEUTSCHES Institut Fur Normung E.V.- EnglishLicensed by Information Handling ServicesPage 2 DIN 34801 : 1999-1 2 k 3 Dimensions Bolt dimensions shall be as given in figures 1 and 2 and table 1 lg I b (auxiliary dimension) _ I -H- - Detail X 15+3 15“to 3531 Y L Detail Y il 31

13、 O,f510,5 1) Type CH thread end to DIN EN IS0 4753. 2) U = 2 P maximum; incomplete thread. 3) As manufactured. 4) Design of bottom edge of flange at manufacturers 5) Datum line ford, discretion. Figure 1: Normal shank bolt dimensions (type C) (notation) COPYRIGHT DIN DEUTSCHES Institut Fur Normung E

14、.V.- EnglishLicensed by Information Handling ServicesPage 3 DIN 34801 : 1999-12 For lengths, 1, equal to 10 d or greater b (auxiliary c+j?imensiond For lengths, 1, smaller than 1 O d 1 I b (auxiliary dimension) c k I - Design of bolts threaded up to the head (sizes above stepped line in table 1) For

15、 lengths equa to 1 O d or greater, shank below flange 5. .all be unthreac-d. 1) Type CH thread end to DIN EN IS0 4753. 2) U = 2 P maximum; incomplete thread. 3) For bolts with lengths above stepped line in table 1, a shall not exceed 3 P. Figure 2: Dimensions of bolts with reduced shank or threaded

16、up to the head (type B) (notation) COPYRIGHT DIN DEUTSCHES Institut Fur Normung E.V.- EnglishLicensed by Information Handling ServicesPage 4 DIN 34801 : 1999-1 2 90 100 110 120 130 140 150 160 180 200 Table 1 : Bolt dimensions 89,3 90,7 - 10 - 10 - 10 - 10 - 10 - 10 99,3 100,7 12,5 20 11,25 20 10 20

17、 10 20 - 20 - 20 109,3 110,7 21,25 30 20 30 20 30 17,5 30 17,5 30 119,3 120,7 31,25 40 30 40 30 40 27,5 40 27,5 40 129,2 130,8 40 50 40 50 373 50 373 50 139,2 140,8 50 60 50 60 473 60 473 60 149,2 150,8 60 70 573 70 573 70 159,2 160,8 70 80 67,5 80 67,5 80 179,2 180,8 87,5 100 87,5 100 199,075 200,9

18、25 107,5 120 107,5 120 I P = pitch of coarse pitch thread. I Gauging of bolt head as in Appendix A. I Shortest commercial available length equal to 2 d COPYRIGHT DIN DEUTSCHES Institut Fur Normung E.V.- EnglishLicensed by Information Handling ServicesPage 5 DIN 34801 : 1999-12 4 Technical delivery c

19、onditions Table 2: Technical delivery conditions Material General requirements As specified in Thread To I eran ce As specified in Property class As specified in Mechanical properties Limit deviations and grade geometrical tolerances As specified in Surface finish Acceptance inspection l) Whichever

20、value is smaller. Steel I Stainless steel IS0 8992. DIN 13-12, DIN 13-13 and DIN 13-15. 8.8 and 10.9. I A2-70 and A4-70. DIN EN IS0 898-1. I DIN EN IS0 3506-1 For 1 Il0 dor 150 mml): A. For 1 10 dor 150 mml): B. DIN EN IS0 4759-1. As processed. DIN EN IS0 4042 applies with regard to electroplating.

21、DIN EN IS0 10683 applies with regard to zinc flake coatings. DIN EN 26157-3 applies with regard to surface discontinuities. Plain DIN EN IS0 3269 applies with regard to acceptance inspection. 5 Designation Designation of an M1 O steel hexalobular head bolt, type C (C), with a length, 1, of 11 O mm,

22、of property class 8.8: Bolt DIN 34801 - C MI0 x 110 - 8.8 Designation of an M10 steel hexalobular head bolt, type B (B), with a length, 1, of 100 mm, of property class 8.8: Bolt DIN 34801 - B MI0 x 100 - 8.8 For more designation details, see DIN 962. The DIN 4000-2-1.1 tabular layout of article char

23、acteristics shall apply to bolts covered in this standard. Appendix A Gauging of hexalobular head A.l General The bolt head is to be gauged using GO and NOT GO gauges in accordance with clauses A.2 to A.4. A.2 Checking of head height Fit head into gauge section A and check that the top of the bolt h

24、ead is either level with the gauge surface or protrudes beyond it (cf. figure A.1.2). If so, the head height is true to gauge. COPYRIGHT DIN DEUTSCHES Institut Fur Normung E.V.- EnglishLicensed by Information Handling ServicesPage 6 DIN 34801 : 1999-1 2 A.3 Checking of diameter d, Check whether the

25、hexalobular part of the head can be fully introduced into gauge section B (cf. figure A.1.3). If so, diameter d, is true to gauge. A.4 Checking head form Fit head into gauge section C and check whether the top of the bolt protrudes beyond the gauge surface. If so, the head is not true to gauge. 1 Ga

26、uge section A 2 Gauge section B 3 Gauge section C Figure Al .l: Gauge for gauging hexalobular head Incorrect Correct Figure A.1.2: Gauging I with section A Figure A.1.3: Gauging with section B Figure A.1.4: Figure A.l: Gauging hexalobular head Gauging with section C COPYRIGHT DIN DEUTSCHES Institut

27、Fur Normung E.V.- EnglishLicensed by Information Handling ServicesPage 7 DIN 34801 : 1999-12 Head size E8 I X I A AA B K T R S X J E H + 0,008 + 0,008 + 0,008 + 0,127 + 0,000 + 0,000 + 0,38 + 0,127 + 0,25 + 0,25 + 0,38 - 0,003 -0,003 - 0,008 -0,000 - 0,025 -0,005 - 0,38 -0,127 - 0,25 - 0,OO - 0,38 7

28、,366 6,883 5,258 1,448 1,600 1,613 3,02 16,14 11,61 4,75 6,35 Figure A.2: Gauge dimensions E 12 E 14 11,024 10,312 7,874 2,286 2,540 2,400 4,62 20,44 17,27 7,14 6,35 12,751 11,862 9,169 3,023 2,692 2,629 5,18 24,98 19,30 7,92 933 E 24 E 28 E 18 116,485 115,291 111,836 I 3,734 I 3,658 I 3,366 I 6,05

29、I 33,05 I 24,05 I 933 I 933 I 21,946 20,396 15,697 5,639 5,359 4,724 9,50 38,77 33,99 14,27 933 25,502 23,724 18,263 6,934 6,325 5,461 10,36 43,61 38,68 1588 12,70 E 20 118,263 116,891 113,157 I 4,089 I 4,115 I 3,632 I 7,37 I 35,43 I 27,OO I 11,lO I 933 I E 32 129,007 126,670 121,311 I 8,026 I 6,883 I 5,715 I 11,68 I 48,26 I 42,44 I 1745 I 12,70 I COPYRIGHT DIN DEUTSCHES Institut Fur Normung E.V.- EnglishLicensed by Information Handling Services