GOST 10301-80 Round-Top Countersunk-Head Rivets, Product Grades B and C
GOST 10301-80 · Rivets
This is an informational translation of a Russian national standard. The Russian original is authoritative.
Round-top countersunk-head rivets
Product grades B and C.
GOST 10301-80
(ST SEV 1022-78)
State Committee of the USSR for Standards
Moscow
State Standard of the Union of Soviet Socialist Republics
| Round-top countersunk-head rivets, product grades B and C. Specifications. Round-top countersunk-head rivets classes B and C. Specifications | GOST 10301-80 (ST SEV 1022-78) Supersedes GOST 10301-68 |
|---|
By Decree of the USSR State Committee for Standards dated 6 May 1980 No. 2009, the effective date is set
from 01.01.81
Reviewed in 1985. By Decree of Gosstandart dated 23.04.85 No. 1138, the validity period is extended
until 01.01.91
(Amended edition, Amendment No. 1).
This standard applies to round-top countersunk-head rivets for general mechanical engineering use with shank diameters from 2 to 36 mm, product grades B and C.
The standard fully complies with ST SEV 1022-78.
Round-top countersunk-head rivets shall meet all requirements of GOST 10304-80 and the requirements set out in the relevant sections of this standard.
1. Dimensions
1.1. Rivet dimensions shall comply with those shown in the drawing and in Tables 1 and 2.
- Dimensions for reference.
(Amended edition, Amendment No. 1).
Table 1
mm
| Shank diameter d | 2 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | 16 | 20 | 24 | 30 | 36 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Head diameter D | 6 | 7 | 8 | 10.5 | 13 | 11 | 15 | 17 | 20 | 24 | 30 | 36 | 41 | 49 |
| Head height H | 1.2 | 1.4 | 1.6 | 2.0 | 2.5 | 3.0 | 4.0 | 4.8 | 5.6 | 7.2 | 9 | 11 | 14 | 16 |
| Dome height h | 0.5 | 0.7 | 0.8 | 1.0 | 1.3 | 1.5 | 2.0 | 2.5 | 3 | 4 | 5 | 6 | 7 | 9 |
| Angle α | 120° | 90° | 75° | 60° | 45° | |||||||||
| Radius under head r, max | 0.1 | 0.2 | 0.25 | 0.3 | 0.4 | 0.5 | 0.6 | 0.8 | ||||||
| Head dome radius R | 9.3 | 9.1 | 10.4 | 14.3 | 16.9 | 10.8 | 15.1 | 15.7 | 18.2 | 20 | 25 | 30 | 33.5 | 37.9 |
| Distance from head base to diameter measurement point l | 1.5 | 3 | 4 | 6 | 8 | 10 |
Table 2
mm
| Shank diameter d | Length L |
|---|---|
| 2.0 | 3-16 |
| 2.5 | 3-18 |
| 3.0 | 4-26 |
| 4.0 | 5-36 |
| 5.0 | 8-48 |
| 6.0 | 10-50 |
| 8.0 | 14-50 |
| 10 | 16-75 |
| 12 | 18-100 |
| 16 | 26-100 |
| 20 | 30-150 |
| 24 | 45-210 |
| 30 | 48-180 |
| 36 | 58-180 |
(Amended edition, Amendment No. 1).
1.2. Rivet length shall be selected from the following series: 3, 4, 5, 6, 7, 8, 9, 10, 12, 14, 16, 18, 20, 22, 24, 26, 28, 30, 32, 34, 36, 38, 40, 42, 45, 48, 50, 52, 55, 58, 60, 65, 70, 75, 80, 85, 90, 95, 100, 110, 120, 130, 140, 150, 160, 170, 180, 190, 200, 210 mm.
Example of designation for a round-top countersunk-head rivet, product grade B, with shank diameter d = 8 mm, length L = 20 mm, made of material group 00, plain (uncoated):
Rivet 8 × 20.00 GOST 10301-80
(Amended edition, Amendment No. 1).
1.3. The theoretical mass of rivets is given in the reference appendix.
2. Technical requirements
2.1. Limit deviations of dome height h for sizes from 0.5 to 1 mm - per + IT13; over 1 mm - per ±
Appendix
For reference
Mass of steel rivets
| Length L, mm | Theoretical mass of 1000 pcs rivets, kg, at nominal shank diameter d, mm | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | 16 | 20 | 24 | 30 | 36 | |
| 3 | 0.226 | 0.372 | ||||||||||||
| 4 | 0.251 | 0.411 | 0.602 | |||||||||||
| 5 | 0.276 | 0.449 | 0.657 | 1.324 | ||||||||||
| 6 | 0.300 | 0.488 | 0.713 | 1.423 | ||||||||||
| 7 | 0.325 | 0.526 | 0.768 | 1.522 | ||||||||||
| 8 | 0.350 | 0.565 | 0.824 | 1.620 | 2.845 | |||||||||
| 9 | 0.374 | 0.603 | 0.879 | 1.719 | 2.999 | |||||||||
| 10 | 0.399 | 0.642 | 0.935 | 1.817 | 3.153 | 3.489 | ||||||||
| 12 | 0.449 | 0.719 | 1.046 | 2.015 | 3.461 | 3.932 | ||||||||
| 14 | 0.492 | 0.796 | 1.157 | 2.212 | 3.769 | 4.376 | 8.70 | |||||||
| 16 | 0.547 | 0.873 | 1.268 | 2.409 | 4.078 | 4.820 | 9.49 | 13.65 | ||||||
| 18 | 0.950 | 1.379 | 2.606 | 4.386 | 5.264 | 10.27 | 14.88 | 23.72 | ||||||
| 20 | 1.490 | 2.804 | 4.694 | 5.708 | 11.06 | 16.12 | 25.49 | |||||||
| 22 | 1.601 | 3.001 | 5.002 | 6.152 | 11.85 | 17.35 | 27.27 | |||||||
| 24 | 1.712 | 3.198 | 5.312 | 6.596 | 12.64 | 18.58 | 29.04 | |||||||
| 26 | 1.823 | 3.396 | 5.619 | 7.040 | 13.43 | 19.81 | 30.82 | 54.84 | ||||||
| 28 | 3.593 | 5.927 | 7.484 | 14.21 | 21.05 | 32.60 | 57.99 | |||||||
| 30 | 3.790 | 6.236 | 7.928 | 15.61 | 22.28 | 34.37 | 61.15 | 100.9 | ||||||
| 32 | 3.988 | 6.544 | 8.372 | 15.80 | 23.51 | 36.15 | 63.31 | 105.9 | ||||||
| 34 | 4.185 | 6.852 | 8.815 | 16.59 | 24.75 | 37.92 | 67.47 | 110.8 | ||||||
| 36 | 4.382 | 7.162 | 9.259 | 17.38 | 25.98 | 39.70 | 70.62 | 115.8 | ||||||
| 38 | 7.469 | 9.703 | 18.17 | 27.21 | 41.47 | 73.78 | 120.7 | |||||||
| 40 | 7.777 | 10.150 | 18.95 | 28.45 | 43.25 | 76.94 | 125.6 | |||||||
| 42 | 8.085 | 10.591 | 19.74 | 29.68 | 45.02 | 80.09 | 130.6 | |||||||
| 45 | 8.547 | 11.267 | 20.93 | 31.53 | 47.69 | 84.83 | 137.9 | 206.9 | ||||||
| 48 | 9.010 | 11.923 | 22.21 | 33.38 | 50.35 | 89.56 | 145.4 | 217.5 | 335.0 | |||||
| 50 | 12.370 | 22.90 | 34.61 | 52.13 | 92.72 | 150.3 | 224.6 | 346.1 | ||||||
| 52 | 35.84 | 53.90 | 95.88 | 155.2 | 231.7 | 357.2 | ||||||||
| 55 | 37.69 | 56.57 | 100.61 | 162.6 | 242.4 | 373.8 | ||||||||
| 58 | 39.54 | 59.23 | 105.35 | 170.0 | 253.0 | 390.5 | 583.1 | |||||||
| 60 | 40.78 | 61.01 | 108.50 | 175.0 | 260.1 | 401.6 | 599.0 | |||||||
| 65 | 43.86 | 65.44 | 116.39 | 187.3 | 277.9 | 429.3 | 639.0 | |||||||
| 70 | 46.94 | 69.88 | 124.29 | 199.6 | 295.6 | 457.1 | 678.9 | |||||||
| 75 | 50.03 | 74.32 | 132.18 | 211.9 | 313.4 | 484.8 | 718.9 | |||||||
| 80 | 78.76 | 140.07 | 224.3 | 331.2 | 512.5 | 758.8 | ||||||||
| 85 | 83.20 | 147.93 | 236.6 | 348.9 | 540.3 | 798.8 | ||||||||
| 90 | 87.64 | 155.85 | 248.9 | 366.7 | 568.0 | 838.7 | ||||||||
| 95 | 92.08 | 103.74 | 261.3 | 384.4 | 595.8 | 878.7 | ||||||||
| 100 | 96.52 | 171.64 | 273.6 | 402.2 | 623.5 | 918.7 | ||||||||
| 110 | 298.3 | 437.7 | 679.0 | 998.6 | ||||||||||
| 120 | 322.9 | 473.2 | 734.5 | 1078.5 | ||||||||||
| 130 | 347.6 | 508.7 | 790.0 | 1158.4 | ||||||||||
| 140 | 372.2 | 544.2 | 845.5 | 1248.3 | ||||||||||
| 150 | 396.9 | 579.7 | 901.0 | 1318.2 | ||||||||||
| 160 | 615.3 | 956.5 | 1398.1 | |||||||||||
| 170 | 650.8 | 1011.9 | 1478.0 | |||||||||||
| 180 | 686.3 | 1067.4 | 1557.9 | |||||||||||
| 190 | 721.8 | |||||||||||||
| 200 | 757.3 | |||||||||||||
| 210 | 792.8 |
Note. To determine the mass of rivets made of other materials, the mass values given in the table shall be multiplied by the following coefficients: 0.356 for aluminium alloy, 1.08 for brass, 1.134 for copper.
(Amended edition, Amendment No. 1).
Complies with DIN 662, ISO 1051.
Estimate for the “GOST 10301-80” category
Send a specification or specify volumes — we will prepare a commercial proposal with timelines and payment terms within one business day.