Page 880 - MISUMI Thailand Economy Series
P. 880

Economy series                                                                                                                                                              Economy series
           Spring              Technical Calculation Excerpted from GB/T 23935-2009                             Technical Calculation Excerpted from GB/T 23935-2009                            Spring




          1 Parameter Names and Codes of Springs                   K in the formula is Stress Correction Factor (Wahl Factor), and the value of K is calculated according to Formula (7):
           This standard uses the terms and symbols specified in GB/T 1805-2001 and Table 1.                K= 4C─1 0.615    EEEEEEEEEEEEEEEEEEEEE(7)
                                                              +
                            Table 1                        4C─4  C
           Parameter Name    Code         Unit                      Under static load, the value of K can generally be taken as 1. When the spring stress is high, the value of K is also considered.
           Material Diameter   d           mm        3.1.5 Spring Material Diameter:
                                                             8KDF
                                                                      8KCF
                                                                   d ≥       or d ≥       EEEEEEEEEEEEEEEE(8)
           Spring I.D.         D 1         mm                 π[τ]    π[τ]
                                                                    [τ] in the formula is the Allowable Torsional Stress determined according to the above design
           Spring O.D.         D 2         mm        3.1.6 Spring Mean Diameter:
                                                          conditions.
     Coil Springs  Total Number of Coils  n1  Coils                D=Cd    EEEEEEEEEEEEEEEEEEEEEEEEE(9)
                               D
                                           mm
           Spring Mean Diameter
                                                     3.1.7 Effective Number of Coils of Spring:
                                          Coils
           Number of Supporting Coils
                               nz
                                                            Gd 4
   P.865   Effective Number of Coils  n   Coils                    n= 8D 3  F  f  EEEEEEEEEEEEEEEEEEEEEEE(10)
           Free Height (Free Length)  H0   mm       3.2. Natural Vibration Frequency
                                                     For the cylindrical helical coil springs with fixed ends and one end periodically reciprocating within
    Tension   Springs  Solid Height  H b t  mm       the working stroke range, its natural vibration frequency is calculated according to Formula (12):
                                           mm
           Pitch
                                                            3.56d
                                                                 G
                                                                 ρ
           Load               F 1,2,...n   N                       f e =  nD 2           EEEEEEEEEEEEEEEEEEEEE(12)
                                                    3.3 Spring Characteristics and Deflection
   P.875   Stress Correction Factor (Wahl Factor)  K  MPa  3.3.1 Spring Characteristics
                                           ---
                               G
           Material Shear Modulus
                                                     a)  When it is necessary to ensure the load at the specified height, the
    Posts for    Tension Springs  Torsional Stress  τ1,2,...n  MPa  b)  When it is necessary to ensure the height under the load, the deflection
                                                       deflection of the spring shall be between 20% and 80% of the deflection
                                                       under the test load, i.e. 0.2 f s  ≤ f 1, 2,  ... n  ≤ 0.8 f s  .
                                           MPa
           Allowable Torsional Stress
                               [τ]
                                                       of the spring shall be between 20% and 80% of the deflection under the
           Initial Tension
                               F 0
                                                       test load, i.e. 0.2 f s  ≤ f 1, 2,  ... n  ≤ 0.8 f s  , but the load under the maximum
   P.881  2 Principle of Allowable Stress Selection  N  c)  When it is necessary to ensure the stiffness, the deflection of the spring
                                                       deflection should be no greater than the test load.
    Torsion Springs /   Disc Springs  a)  For springs under static load, in addition to considering strength   shall be between 30% and 70% of the deflection under the test load, i.e.
            conditions, if there are requirements for stress relaxation, the
                                                       f 1  and f 2  meet the conditions of 0.3 f s  ≤ f 1, 2  ≤ 0.7 f s  . The spring stiffness is
            allowable stress shall be appropriately reduced.
                                                       calculated according to Formula (13):
                                                                =
            the stress (change) amplitude should also be considered, which
                                                            f 2  ─  f 1 H1 ─ H2
   P.884   b)  For springs under dynamic load, in addition to the number of cycles,                 F' = F2 ─ F1 F2 ─ F1  EEEEEEEEEEEEEEEEEEE (13)
            is calculated according to the cycle characteristic formula (1), and
   11       checked in Figure 2. When the cycle characteristic value is large,   3.3.2 Spring End Structure Type
                                                       See Table 2 for the spring end structure type.
            that is, the stress (change) amplitude is small, the allowable stress   Table 2
            is taken as the large value; and when the cycle characteristic value   Shape Code  Sketch  End Structure Type
     Springs / Posts               γ=  τmin  =   F max   or γ =   σmax   =   T max   =  φ max     EEEEEE(1)  YI  Both end coils tightened
            is small, that is, the stress (change) amplitude is large, the allowable
            stress is taken as the small value.
                                                                                     and grinding
                                 T min
                                     φ min
                     F min
                            σmin
                                                                                       nZ ≥ 2
                τmax
           c)  For springs in important applications, where damage has a
                                                                                    but not grinding
            significant impact on the entire machinery, and springs operating   Cold Coil Compression   Spring  YII  Both end coils tightened
            at higher or lower temperatures, the allowable stress should be            nZ ≥ 2
            reduced appropriately.                                                 Both end coils not
           d)  The fatigue strength or fatigue life of the spring can be improved by   YIII  tightened
            effective shot peening treatment.                                          nZ < 2
           e)  For the coil springs, the fatigue life can be increased by effective
            strong pressure treatment, which has obvious effect on improving   RYI  Both end coils tightened
                                                                                     and grinding
            the performance of the spring.                                            nZ ≥ 1.5
           f)  There are many factors affecting the fatigue strength of springs
            under dynamic load, which are difficult to estimate accurately. For   Both end coils tightened
            springs for important purposes, test verification should be carried out   RYII  but not grinding
            after the design is completed.             Hot Coil Compression Spring    nZ ≥ 1.5
          3 Design Calculation of Cylindrical Helical Coil Springs  RYIII         Both end coils flattened,
                                                                                  tightened and grinding
          3.1 Basic Calculation Formula                                               nZ ≥ 1.5
           3.1.1 Spring Load:                                                     Both end coils flattened,
                         F=  Gd 4  f    EEEEEEEEEEEEEEEEEEEEE (2)  RYIV           tightened but not grinding
                 8D 3  n
                                                                                      nZ ≥ 1.5
                     See Appendix A for the material shear modulus G in the formula.
           3.1.2 Spring Deflection:                            Table 3 Shear Modulus of Elasticity(G)
                 8D 3  nF                                           G Value N/mm 2
                         f =  Gd 4    EEEEEEEEEEEEEEEEEEEEE (3)  Material  (kgf/mm 2 )  Symbol
           3.1.3 Spring Stiffness:                      Spring Steel  78 × 10 3  {8 × 10 3 }  SUP6, 7, 9, 9A, 10, 11A, 12, 13
                  F  Gd 4                              Hard Steel Wire  78 × 10 3  {8 × 10 3 }  SW-B,SW-C
                         F' =  f  =  8D 3  n  EEEEEEEEEEEEEEEEEEEE (4)  Piano Wire  78 × 10 3  {8 × 10 3 }  SWP
                                                                                SWO, SWO-V, SWOC-V,
           3.1.4 Spring Tangential Stress:           Oil Tempered Steel Wire  78 × 10 3  {8 × 10 3 }  SWOSC-V, SWOSM, SWOSC-B
                   πd 3    EEEEEEEEEEEEEEEEEEEEE (5)
                         τ =K  8DF                          SUS 302                 SUS 302
                                                                                    SUS 304
                                                            SUS 304
           or                                        Stainless   SUS 304N1  69 × 10 3  {7 × 10 3 }  SUS 304N1
                  Gdf
                      τ=K  πD 2  n    EEEEEEEEEEEEEEEEEEEEE (6)  Steel Wire
                                                                                    SUS 316
                                                            SUS 316
    875                                                    SUS 631 J1  74 × 10 3  {7.5 × 10 3 }  SUS 631 J1
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