GOST 22353-77 High-Strength Bolts, Product Grade B
GOST 22353-77 · Bolts
This is an informational translation of a Russian national standard. The Russian original is authoritative.
High-strength bolts, product grade B, per GOST 22353-77 are steel hex head bolts intended for steel building structures, including bridge structures, as well as for metal structures in heavy machinery.
The design and dimensions of the bolts must conform to the drawing and the tables below.
Table 1
mm
| Nominal thread diameter d | 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 |
|---|---|---|---|---|---|---|---|---|---|---|
| Thread pitch | 2 | 2.5 | 3 | 3.5 | 4 | 4.5 | 5 | |||
| Shank diameter d₁ | 16 | 18 | 20 | 22 | 24 | 27 | 30 | 36 | 42 | 48 |
| Width across flats S | 27 | 30 | 32 | 36 | 41 | 46 | 55 | 65 | 75 | |
| Head height K | 12.0 | 13.0 | 14.0 | 15.0 | 17.0 | 19.0 | 23.0 | 26.0 | 30.0 | |
| Circumscribed circle diameter e, min | 29.9 | 33.3 | 35.0 | 39.6 | 45.2 | 50.9 | 60.8 | 72.1 | 83.4 | |
| Radius under the head r | From 1.5 to 2.0 | From 2.0 to 2.5 | From 3.0 to 4.0 | From 4.0 to 5.0 |
Note. Dimensions in brackets are not recommended for use.
Table 2
mm
| Nominal length | Thread length b at nominal thread diameter d | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| shank l | 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 |
| 40 | × | - | - | |||||||
| 45 | 38 | × | - | - | - | |||||
| 50 | 38 | 42 | × | - | ||||||
| 55 | 38 | 42 | 46 | × | - | |||||
| 60 | 38 | 42 | 46 | 50 | × | - | ||||
| 65 | 38 | 42 | 46 | 50 | 54 | |||||
| 70 | 38 | 42 | 46 | 50 | 54 | 60 | - | |||
| 75 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | |||
| 80 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | - | ||
| 85 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | |||
| 90 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | ||
| (95) | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | ||
| 100 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | ||
| (105) | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | |
| 110 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | |
| (115) | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | |
| 120 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | 102 |
| (125) | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | 102 |
| 130 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | 102 |
| 140 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | 102 |
| 150 | 38 | 42 | 46 | 50 | 54 | 60 | 66 | 78 | 90 | 102 |
| 160; 170; 180; 190; 200; 220; 240; 260; 280; 300 | 44 | 48 | 52 | 56 | 60 | 66 | 72 | 84 | 96 | 108 |
Notes:
-
Dimensions in brackets are not recommended for use.
-
The × mark indicates bolts with thread over the entire shank length.
Example of a bolt designation with thread diameter d = 20 mm, tolerance field 6g, length l = 100 mm, minimum tensile strength δ = 1100 MPa (110 kgf/mm²), climatic version U, placement category 1:
Bolt M 20-6g × 100.110 GOST 22353-77
Same, climatic version KhL, placement category 1:
Bolt M 20-6g × 100.110 KhL 1 GOST 22353-77
By agreement between the manufacturer and the customer, bolts with a reduced thread length may be produced.
Thread — per GOST 24705-81.
Dimensions of thread runout, incomplete thread, and chamfers at the thread end — per GOST 10549-80. When the thread is produced by rolling, the end chamfer may be omitted.
The method of thread forming is selected by the manufacturer. By agreement between the manufacturer and the customer, the thread may be produced only by cutting.
The head design variant is determined by the manufacturer.
Tolerances not specified in the drawing and tables, as well as methods for inspecting dimensions and deviations of shape and location of surfaces, are per GOST 1759.1-82.
Surface defects of bolts and inspection methods — per GOST 1759.2-82.
Technical requirements — per GOST 22356-77.
The theoretical mass of the bolts is given in the reference appendix.
Appendix (informative)
Theoretical mass of bolts
| Bolt length l, mm | Theoretical mass of 1000 pcs. of bolts, kg ≈, at nominal thread diameter d, mm | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 | |
| 40 | 111 | |||||||||
| 45 | 118 | 151 | ||||||||
| 50 | 126 | 161 | 198 | |||||||
| 55 | 134 | 171 | 211 | 267 | ||||||
| 60 | 141 | 180 | 223 | 282 | 367 | |||||
| 65 | 149 | 190 | 235 | 297 | 386 | |||||
| 70 | 157 | 200 | 247 | 312 | 404 | 538 | ||||
| 75 | 164 | 210 | 259 | 326 | 421 | 560 | 621 | |||
| 80 | 172 | 219 | 271 | 341 | 438 | 582 | 648 | |||
| 85 | 180 | 229 | 283 | 355 | 456 | 604 | 676 | |||
| 90 | 188 | 239 | 295 | 370 | 473 | 627 | 703 | 1081 | ||
| 95 | 195 | 249 | 307 | 384 | 491 | 649 | 730 | 1120 | ||
| 100 | 203 | 258 | 319 | 399 | 508 | 671 | 758 | 1159 | ||
| 105 | 210 | 268 | 331 | 414 | 525 | 693 | 785 | 1199 | 1723 | |
| 110 | 218 | 278 | 343 | 428 | 543 | 715 | 812 | 1238 | 1776 | |
| 115 | 226 | 288 | 355 | 443 | 560 | 737 | 839 | 1277 | 8130 | |
| 120 | 233 | 297 | 367 | 457 | 578 | 759 | 867 | 1316 | 1884 | 2462 |
| 125 | 241 | 307 | 379 | 472 | 595 | 781 | 894 | 1356 | 1937 | 2532 |
| 130 | 249 | 317 | 391 | 487 | 612 | 803 | 921 | 1395 | 1991 | 2602 |
| 140 | 264 | 336 | 415 | 516 | 646 | 847 | 976 | 1474 | 2098 | 2743 |
| 150 | 279 | 356 | 439 | 545 | 682 | 891 | 130 | 1552 | 2205 | 2883 |
| 160 | 293 | 373 | 461 | 572 | 714 | 932 | 1080 | 1625 | 2304 | 3004 |
| 170 | 309 | 393 | 485 | 601 | 748 | 976 | 1135 | 1703 | 2412 | 3145 |
| 180 | 324 | 412 | 509 | 630 | 783 | 1020 | 1189 | 1782 | 2519 | 3285 |
| 190 | 340 | 432 | 533 | 659 | 818 | 1064 | 1244 | 1860 | 2626 | 3425 |
| 200 | 355 | 451 | 557 | 688 | 853 | 1108 | 1299 | 1939 | 2733 | 3566 |
| 220 | 386 | 490 | 605 | 747 | 922 | 1196 | 1408 | 2096 | 2948 | 3846 |
| 240 | 416 | 529 | 654 | 805 | 992 | 1285 | 1517 | 2253 | 3162 | 4127 |
| 260 | 447 | 568 | 702 | 863 | 1061 | 1303 | 1626 | 2410 | 3377 | 4408 |
| 280 | 478 | 607 | 750 | 922 | 1131 | 1461 | 1735 | 2568 | 3591 | 4688 |
| 300 | 509 | 646 | 798 | 980 | 1200 | 1549 | 1844 | 2725 | 3806 | 4969 |
Estimate for the “GOST 22353-77” category
Send a specification or specify volumes — we will prepare a commercial proposal with timelines and payment terms within one business day.