: | ” “. 24757-81 ( 1645-79) . Vessels and apparatus. Apparatus of column type. Norms and methods of strength calculations | 24757-81 ( 1645-79) |
15 1981 . 2411 01.07.81 24305-80. , , , , , . 1645-79. 1.1. : , (I-I, II-II, …, Z-Z . 1); ( ) – ; (Z-Z . 1, 2); (X-X . 1, 2); (Y-Y . 1, 2). . 1 . 2 . . 1 2 . 1.2. (-, – . 1). , , . 2.1.2.1.1. p1 2, , – 14249-80. 2.1.2. p = g(-0). (1) g = 10-5 /3 (10-3 /3) 2.2. .: G1 – , , , , (); G2 – , , , (); G3 – , (); G4 – ( ), (). . , , , . 2.3.2.3.1. G , , . 2.3.2. MV – 24756-81. 2.3.3. R 24756-81. 2.4. .. 2.5. .. 2.6. .(, , , .) – , . (-, – . 1) s s . 4.1. 2.7.14249-80. , , tA = ma (tK -Dt; 20 ), (2) Dt – . 3. Dt = 10 + 0,132h3 + 0,24910-3h3- 0,30510-6h + 0,93410-10h . 3 20 . : ; ; . , (/2) | , () | , ͷ, () | , (/2) | 1 | p1 | F1 = G1 | M1 = MG+ MV 7 : M1 = MG+ MV M1 = MG+ MR | [s]A [s]K [s] | 2 | 2; p | F2 = G2 | M2 = MG+ MV | [s]A | 3 | | F3 = G3 | : M3 = MG+ MV; M3 = MG+ 0,8MV | 7 : | F4 = G4 | M3 = MG+ MV M3 = MG+ 0,8MV M3 = MG+ MR; |
: 1. M V M R . 2. M V . 3. M V M R M V, . 4.1. .4.1.1. , 1, (F=F1; M=M1; p=p1) (F=F3; =3; =0). 4.1.2. sx : (3) sx= -+; (3) (4) sx= –. (4) 4.1.3. sy (5) sy= (5) 4.1.4. : (6) s= ; (6) sx < 0, j = 1,0, sy < 0, j = 1,0; (7) s= ; (7) sx< 0, j = 1,0, sy < 0, j = 1,0. 4.1.5. : (8) max {|sx |; s} £ [s]j; (8) sx< 0, j = 1,0; (9) max {|sx |; s} £ [s]j; (9) sx< 0, j = 1,0; 4.2., . 4.2.1. , , , . s3 , . . 5.3. (10). 1,0. (10) . [F] [] 14249 – 80, , , . 4.2.2. , . 4.2.1. , (11) 1,0, (11) [], [F], [] – 14249-80 . 5.1. . Z-Z (Fz = Gz; z) Y-Y (FY=GY; MY) . – Y-Y. 5.2. , ( Z-Z . 1, 2), (12) sx = min{[s]0; [s]} (12) 1 . 4 5.3. ( – . 1, 2) (13) , (13) [F], [M] – 14249-80; y1, y2, y3 – , . 5, 6 7. – , (13) , y1 y2 0,95. y1 > 0,95 y2 > 0,95, (13) A, W, Ys – , . 5.4. , (14) sx = (14) :y1, y2, y3 – , . 5, 6 7. , y1 =y2 = 1,0 y3 = 0. . 4 . 5 . 6 . 7 6.1. . Fy My . 5. 6.2. b1 , (15) b1 ³ b1R = (15) 2d2 + 30 £ b2 £ b1. (16) 6.3. (17) s = [s] (17) 6.4. . (. 8) (18) s = (18) , , D (. 8) (18) . 6.5. , , , , D (19) s4 ³ max (19) s4 (20) s4 ³ + . (20) (19) (20) s4 > 2s3 D. 6.6. – (21) s5 ³ max (21) c2 – , . 10 6.7. s7 = max (22) c3= | 2,0 – D (. 8) 1,0 – (. 8) |
> 20 . 6.8. -. (23) (23) c4 – , . 11. b4 b5, a D(b6 +b7). (24) s1x £ [s], (24) [s] – – . 6.9. D. . 8 h1 b2 = b5, (25) h1 (25) s5 2s3 . 9 . 10 . 11 c5 = 1+ c7, c6 = 1 + 2c7 c7 = s5, s7 s3 . 6.6, 6.7 6.8. . 7.1. , = 4, 6, 8, 10, 12, 16… 4. 7.2. , , (26) d2 ³ c8+ c, (26) c8 – , . 12. FY = F4 . > 1,0, (27) : 4 24 – D1<1400 ; 6 30 – 1400 <D1£2200 ; D1>2200 36 1200 , 12. . 12 1 – (. 4), (); 2 – (. 9), (); b1 – (. 8), (); b1R – , (); b2 – (. 8), (); b3 – (. 5), (); b4 – (. 8), (); b5 – (. 8), (); b6 – (. 8), (); b7 – (. 8), (); – ; d1 – (. 5), (); d2 – , (); 1- , , (); 2 – (. 8), (); h1 – (. 2 8), (); h2 – (. 1, 2), (); h3 – (. 1, 2), (); n – ; p1 – , 0 ( > 0 < 0), (/2); p2 – , , (/2); p – , 0, (/2); [] – , (/); s1 – (. 1), (); s2 – (. 1, 2), (); s3 – (. 1, 2), (); s4 – (. 8), (); s5 – (. 8), (); s6 – (. 5), (); s7 – (. 8), (); tA – , ; t – , ; 0 – (. 1), (); – , 2 (2); D1 – (. 1), (); D2 – ( ) (. 1), (); D3 – (. 1 2) (); D3 – ; D4 – (. 1 2), (); F – , 0, () ( , ); F1 – ; F2 – ; F3 – ; [F] – , (); G – , 0, (); G1 – ; G2 – ; G3 – ( ); G4 – ( ); – (. 1), (); – 0, ͷ (); G – 0, ͷ (); MV – 0, ͷ (); R – 0, ͷ (); M1, MG, MV, MR- ; M2, MG, MV, MR- ; M3, MG, MV, MR- ( ); M4, MG, MV, MR- ( ); [] – , ͷ (); g- , /3 (/3); c1,c2,c3,c4,c5,c6,c7,c8 – ; s – , (/2); sy – , (/2); sE – , (/2); s – , (/2); s1- , (/2); [s]- , (/2); [s]- , (/2); [s]- , (/2); [s], [s], [s]- ; [s], [s], [s]- ; [s]- , (/2); [s]- , (/2); [s]- , (/2); j – ; j – ; js – , (. 4); y1 y2 y3 – ; Dt – , . 1. . 1 2. . 2 2.1. . 2 2.2. . 3 2.3. .. 3 2.4. . 3 2.5. . 3 2.6. . 3 2.7. . 3 3. . 4 4. . 4 5. . 6 6. . 8 7. . 11 , . 12 ” “: https://internet-law.ru/stroyka/text/9530/ : : : |