GOST 11532-93 Nuts for Rail Joint Bolts of Railway Track. Specifications
GOST 11532-93 · Nuts
This is an informational translation of a Russian national standard. The Russian original is authoritative.
GOST 11532-93 establishes specifications for nuts for railway rail joint bolts.
Foreword
1 DEVELOPED BY Gosstandart of Russia
SUBMITTED BY the Technical Secretariat of the Interstate Council for Standardization, Metrology and Certification
2 ADOPTED BY the Interstate Council for Standardization, Metrology and Certification on October 21, 1993
The following voted in favor of adoption:
| Name of state | Name of national standardization body |
|---|---|
| Republic of Belarus | Belstandart |
| Republic of Kyrgyzstan | Kyrgyzstandart |
| Republic of Moldova | Moldovastandart |
| Russian Federation | Gosstandart of Russia |
| Republic of Tajikistan | Tajikstandart |
| Turkmenistan | Turkmenglavgosinspektsiya |
| Ukraine | Gosstandart of Ukraine |
3 By Decree No. 160 of the Committee of the Russian Federation for Standardization, Metrology and Certification dated 02.06.94, interstate standard GOST 11532-93 was put into effect directly as a state standard of the Russian Federation as of 01.01.95
4 SUPERSEDES GOST 11532-76
| NUTS FOR RAIL JOINT BOLTS OF RAILWAY TRACK Specifications Nats for rail joints Specifications | GOST 11532-93 |
|---|
Effective date 01.01.95
This standard applies to nuts of product grades B and C for bolts with diameters M22, M24 and M27, used for fastening railway rail joints.
The requirements of this standard are mandatory.
When nuts are supplied for export as separate products, the requirements of this standard and GOST 16018 shall be taken into account.
1. Design and dimensions
1.1. The design and dimensions of nuts shall conform to those shown in the drawing and table.
Design 1 (product grade C)
Design 2 (product grade B)
Table 1
mm
| d | M 22 | M21 | M27 | ||
|---|---|---|---|---|---|
| Thread pitch P | 2.5 | 3.0 | |||
| S (limit deviation −1.0) | 36 | 41 | |||
| e, min, for design | 1 | 38.8 | 44.4 | ||
| 2 | 39.6 | 45.2 | |||
| da | min | 22 | 24 | 27 | |
| max | 23.8 | 25.9 | 29.2 | ||
| du | 33.2 | 33.2 | 38.0 | ||
| m | Nom. | 25 | 27 | 30 | |
| Limit deviation for design | 1 | ± 1.3 | ± 1.5 | ± 2.0 | |
| 2 | ± 1.25 | ||||
| Symmetry tolerance of the hexagon (width across flats) relative to the hole axis, in diametral terms, max | 2.0 |
Designation examples
Nut of design 1, product grade C, with thread diameter d = 24 mm, coarse thread pitch, tolerance class 7H, property class 5:
Nut CM24-7H.5 GOST 11532-93
Same, for design 2, product grade B:
Nut B2M24-7H.5 GOST 11532-93
2. Technical requirements
2.1. Nuts shall be manufactured in accordance with the requirements of this standard and GOST 1759.0.
2.2. The mechanical properties of nuts shall conform to property class 5 or 8 per GOST 1759.5.
2.3. Thread - per GOST 24705.
2.4. Tolerance class 7H - per GOST 16093; tolerance class 7G is permitted.
2.5. In design 1 nuts, metal flow resulting in a local reduction of edge height of not more than 3 mm is permitted.
2.6. Design 2 nuts may be manufactured without a 30° chamfer on one of the end faces, as well as with a rim on one end face with a thickness of not more than 3 mm.
2.7. Tolerances for form and position deviations of surfaces - per GOST 1759.1.
2.8. Permissible surface defects - per GOST 1759.3.
2.9. The mass of nuts is given in the appendix.
2.10. The letter “P” shall be marked on one of the bearing surfaces of property class 8 nuts.
2.11. Packaging of nuts and marking of containers - per GOST 18160.
3. Acceptance
3.1. Acceptance rules - per GOST 17769 for products of product grades B and C.
3.2. Testing of mechanical properties of nuts shall be carried out at the consumer’s request per GOST 1759.5.
4. Test methods
4.1. Visual inspection of nuts shall be carried out without the use of magnifying instruments.
4.2. Dimensional inspection methods - per GOST 1759.1.
4.3. Surface defect inspection - per GOST 1759.3.
5. Transportation
Nuts shall be transported together with bolts - per GOST 11530 by any mode of transport, except railway flatcars.
Appendix (reference)
Theoretical mass of 1000 nuts for bolts, kg
| Nut size | Mass of nuts by design | |
|---|---|---|
| 1 | 2 | |
| M22 | 154 | 152 |
| M24 | 155 | 153 |
| M27 | 222 | 220 |
Notes:
-
The mass of nuts is calculated based on nominal dimensions and a steel density of 7850 kg/m³.
-
If both design 1 and design 2 nuts can be used, the mass of design 2 nuts shall be specified in the design documentation.
Informational data
Referenced regulatory and technical documents
| Designation of the referenced regulatory document | Clause number |
|---|---|
| GOST 1759.0-87 | 2.1 |
| GOST 1759.1-82 | 2.7 ; 4.2 |
| GOST 1759.3-83 | 2.8 ; 4.3 |
| GOST 1759.5-67 | 2.2 ; 3.2 |
| GOST 11530-93 | 5 |
| GOST 16018-79 | Introductory part |
| GOST 16093-1 | 2.4 |
| GOST 17769-83 | 3.1 . |
| GOST 18160-72 | 2.11 |
| GOST 24705-81 | 2.3 |
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