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Standards

GOST 7808-70 Hexagon Bolts with Reduced Head, Product Grade A. Construction and Dimensions

GOST 7808-70 · Bolts

This is an informational translation of a Russian national standard. The Russian original is authoritative.

State Standard of the Union of Soviet Socialist Republics

HEXAGON BOLTS WITH REDUCED HEAD, PRODUCT GRADE A Construction and Dimensions Hexagon bolts with reduced head, product grade A. Construction and dimensionsGOST 7808-70

Effective date 01.01.72

  1. This standard applies to hexagon bolts with reduced head, product grade A, with thread diameter from 8 to 48 mm.

(Amended, Amendment No. 4).

  1. The design and dimensions of bolts shall conform to those shown in the drawing and in Tables 1 and 2.

(Amended edition, Amendment No. 2–6.)

  1. Thread — per GOST 24705. Thread runout and incomplete thread — per GOST 27148. Bolt ends — per GOST 12414.

(Amended, Amendment No. 5).

3a. Radius under the head — per GOST 24670.

3b. Dimensional tolerances, form and position deviations, and control methods not established by this standard — per GOST 1759.1.

3c. Permissible surface defects of bolts and inspection methods — as per GOST 1759.2.

3a–3c. (Introduced additionally, Amendment No. 4.)

  1. By agreement between the manufacturer and the customer, it is permitted to manufacture:
  • bolts of types 1 and 2 with head height equal to k₁;

  • bolts with nominal thread diameter from 36 to 48 mm with thread pitch of 2 mm.

(Amended edition, Amendment No. 2, 4).

  1. The head design variant is determined by the manufacturer.

5a. By agreement between the manufacturer and the customer, it is permitted to manufacture bolts with the diameter of the plain part of the shank d₁ approximately equal to the pitch diameter of the thread.

5b. For marking purposes, bolts of design 1 and 2 may be manufactured with a recess on the end face of the head, with dimensions that do not reduce the strength of the head, provided the recess depth does not exceed 0.4 k.

5a, 5b. (Introduced additionally, Amendment No. 5.)

  1. Technical requirements — per GOST 1759.0.

  2. The mass of bolts is given in Appendix 1.

Table 1

mm

Nominal thread diameter d81012(14)16(18)20(22)24(27)30364248
Thread pitchcoarse1.251.51.7522.533.544.55
fine11.251.523
Shank diameter d₁810121416182022242730364248
Width across flats S1214171922242730323641506070
Head height k56789101112131517202326
Head height k₁5.36.47.58.810.012.012.514.015.017.018.722.526.030.0
Circumscribed circle diameter e, min13.215.518.921.124.526.830.133.535.740.045.655.867.078.3
d w, min10.612.615.617.420.622.525.328.230.033.638.446.956.365.8
h wmin0.150.200.25
max0.60.8
Diameter of hole in shank d₃2.02.53.24.05.06.38.0
Diameter of hole in head d₄ H152.53.24.05.0
Distance from bearing surface to axis of hole in head l₂ js152.83.54.04.55.06.06.57.07.58.59.511.513.015.0

Note. Bolt dimensions shown in parentheses are not recommended for use.

Table 2

mm

Bolt length lThread length b and distance from the head bearing surface to the axis of the hole in the shank l₁ at nominal thread diameter d (bolts with thread over the entire shank length are marked with ×)
81012(14)16(18)20(22)24(27)30364248
l ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁bl ₁b
8-××------------------------
10-×-×------------------------
12-×-×------------------------
14-×-×-×----------------------
1612×-×-×-×--------------------
(18)14×14×-×-×-×------------------
2016×16×15×-×-×-×----------------
(22)18×18×17×17×-×-×----------------
2521×21×20×20×19×-×-×--------------
(28)242224×23×23×22×22×-×--------------
30262226×25×25×24×24×24×-×------------
(32)2822282627×27×26×26×26×25×-×----------
3531223126303030×29×29×29×28×28×-×--------
(38)34223426333033×32×32×32×31×31×-×--------
40362236263530353434×34×34×33×33×32×-×------
454122412640304034393839×39×38×38×37×36×------
5046224626453045344438444244×43×43×42×41×40×----
55512251265030503449384942494648×48×47×46×45×-×--
605622562655305534543854425446535053×52×51×50×48×--
6561226126603060345938594259465850585457×56×55×53×-×
70662266266530653464386442644663506354626061×60×58×58×
757122712670307034693869426946685068546760666665×63×63×
807622762675307534743874427446735073547260716670×68×68×
(85)8122812680308034793879427946785078547760766675×73×73×
9086228626853085348438844284468350835482608166807878×78×
(95)91229126903090348938894289468850885487608666857883×83×
10096229626953095349438944294469350935492609166907888×88×
(105)--10126100301003499389942994698509854976096669578939093×
110--1062610530105341043810442104461035010354102601016610078989098×
(115)--111261103011034109381094210946108501085410760106661057810390103102
120--116261153011534114381144211446113501135411260111661107810890108102
(125)--121261203012034119381194211946118501185411760116661157811390113102
130--126321253612540124441244812452123561236012266121721208411896118108
140--136321353613540134441344813452133561336013266131721308412896128108
150--146321453614540144441444814452143561436014266141721408413896138108
160--156321553615540154441544815452153561536015266151721508414896148108
170--166321653616540164441644816452163561636016266161721608415896158108
180--176321753617540174441744817452173561736017266171721708416896168108
190--186321853618540184441844818452183561836018266181721808417896178108
200--196321953619540194441944819452193561936019266191721908418896188108
220----21549215532145721461214652136921373212792118521097208109208121
240----23549235532345723461234652336923373232792318523097228109228121
260----25549255532545725461254652536925373252792518525097248109248121
280------275532745727461274652736927373272792718527097268109268121
300------295532945729461294652936929373292792918529097288109288121

Note. Bolt dimensions shown in parentheses are not recommended for use.

Example of designation for a design 1 bolt with thread diameter d = 12 mm, length l = 60 mm, coarse pitch thread with tolerance class 6g, property class 5.8, plain:

Bolt M12-6g×60.58 GOST 7808-70

Same, design 2, with fine pitch thread with tolerance class 6g, property class 10.9, made of steel grade 40Kh, with coating 01, thickness 6 µm:

Bolt 2M12×1.25-6g×60.109.40Kh.016 GOST 7808-70

Appendix 1. Informative

Mass of steel bolts (design 1) with coarse pitch thread

Bolt length l, mmTheoretical mass of 1000 bolts, kg, at nominal thread diameter d, mm
810121416182022242730364248
87.732-------------
108.45813.57------------
129.18414.71------------
149.91015.8525.09-----------
1610.64016.9926.7335.04----------
1811.36018.1228.3737.2855.80---------
2012.09019.2630.0139.5258.7575.63--------
2212.81020.4031.6541.7661.7079.39--------
2513.90022.1134.1145.1166.1284.95111.5-------
2815.15023.8136.5748.4770.5490.51118.4-------
3015.94024.9538.2150.7173.4994.21123.0156.5------
3216.72026.3239.8552.9576.4497.92127.6162.1195.6-----
3517.91028.1742.5956.3080.86103.50134.6170.5205.6279.0----
3819.09030.0245.2659.6685.28109.00141.5178.9215.6291.7----
4019.88031.2547.0364.5688.23112.70146.1184.5222.2300.2400.7---
4521.86034.3451.4870.6096.26122.00157.7198.5238.8321.3426.8---
5023.83037.4255.9276.65104.20132.20169.2212.6255.4342.5452.8712.6--
5525.81040.5160.3682.70112.10142.20181.9226.6272.0363.7478.9750.31124-
6027.78043.5964.8088.74120.00152.20194.3242.6288.6384.9504.9787.91175-
6529.76046.6869.2594.79127.80162.20206.6257.5307.4406.0531.0825.512261729
7031.73049.7673.69100.80135.80172.20218.9272.4325.2429.5557.0863.212781796
7533.71052.8578.13106.90143.70182.20231.3287.4342.9452.0585.6900.813291863
8035.68055.9382.57112.90151.60192.20243.6302.3360.7474.4613.4938.413801930
8537.65056.0287.02119.00159.40202.20256.0317.2378.5496.9641.1976.014321998
9039.63062.1091.46125.00167.40212.20268.3332.2396.2519.4668.91018.014832065
9541.60065.1995.90131.10175.20222.20280.6347.1414.0541.9696.71059.015342132
10043.58068.27100.30137.10183.10232.20293.0362.0431.8564.4724.41098.015862199
105-71.36104.80143.20191.00242.10305.3377.0449.6586.9752.21138.016452266
110-74.44109.20149.20198.90252.10317.7391.9467.3609.4780.01178.016992332
115-77.52113.70155.30206.80262.10330.0406.8485.1631.9807.71218.017532409
120-80.61118.10161.30214.70272.10342.3421.8502.9654.4835.51258.018082480
125-83.70122.60167.40222.60282.10354.7436.7520.6676.8863.31298.018632550
130-86.78127.00173.40230.50292.10367.0451.6538.4699.3891.01338.019172623
140-92.94135.90185.50246.30312.10391.7481.5574.0744.3946.61418.020262765
150-99.11144.80197.60262.10332.10416.4511.3609.5789.31002.01498.021352907
160-105.30153.60207.70277.90352.10441.1541.2645.0834.31058.01578.022443049
170-111.40162.50221.80293.70372.10465.7571.0680.6879.31113.01658.023533191
180-117.60171.40233.90309.50392.10490.4600.9716.1924.31169.01738.024613333
190-123.80180.30246.00325.30412.10515.1630.8751.6969.21224.01818.025703475
200-130.00189.20258.00341.10432.10539.8660.7787.21014.01280.01898.026793618
220--207.00282.20372.70472.00589.1720.4858.21104.01391.02058.028973902
240--224.00306.40404.30512.00638.5780.1929.41194.01502.02218.031154186
260--245.50330.60435.90552.00687.6839.91000.01284.01613.02378.033324471
280---354.80467.50592.00737.2899.51072.01374.01724.02538.035504755
300---378.00499.00632.00786.6959.31143.01464.01835.02698.037685039

To determine the mass of bolts made of other materials, the mass values given in the table should be multiplied by the following factors: 0.356 for aluminium alloy; 1.080 for brass.

(Amended edition, Amendment No. 5, 6.)

Informational data

  1. Developed and submitted by the Ministry of Ferrous Metallurgy of the USSR.

Developed by: I. N. Nedoviziy, Candidate of Technical Sciences; B. M. Rigmant; V. I. Mokrinsky, Candidate of Technical Sciences.

  1. Approved and put into effect by Resolution No. 270 of the Committee for Standards, Measures and Measuring Instruments under the Council of Ministers of the USSR dated 04.03.70.

  2. Supersedes GOST 7808-62.

  3. Referenced regulatory and technical documents

Designation of the referenced regulatory documentClause numberDesignation of the referenced regulatory documentClause number
GOST 1759.0-876GOST 24670-813a
GOST 1759.1-823bGOST 24705-813
GOST 1759.2-823vGOST 27148-863
GOST 12414-943
  1. The validity restriction was lifted by Protocol No. 5-94 of the Interstate Council for Standardization, Metrology and Certification (IUS 11-12-94).

  2. Reissue (April 1998) with Amendments No. 2, 3, 4, 5, 6, approved in February 1974, March 1981, May 1985, March 1989, July 1995 (IUS 3-74, 6-81, 8-85, 6-89, 9-95).

Corresponds to DIN 931, DIN 933, DIN 960, DIN 961.

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