bridge girder auncher Calculation Sheet Part 2

download bridge girder auncher  Calculation Sheet Part 2

of 48

Transcript of bridge girder auncher Calculation Sheet Part 2

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    1/48

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    2/48

    Mid Support ......................................................................................... 1

    4.1MID SUPPORT CONSIST OF SOME PARTS AS FOLLOWS .......................... 1

    4.2FORCE ANALYSIS ..................................................................................................................... 1

    Calculation of launching roller .................................................. 7

    5.1SECTIONAL CHARACTER OF BEAM IS AS THE FOLLOWING DIAGRAM ............................. 7

    5.2CALCULATION OF SUPPORT ....................................................................................................... 9

    5.3PIN SHAFT OF INSIDE AND OUTSIDE BUSHING .......................................................................... 10

    5.4PRESSURE STRESS OF INSIDE BUSHING HOLE'S WALL .............................................................. 10

    Calculation of rear support ......................................................... 11

    6.1SECTIONAL CHARACTER OF OUTSIDE BUSHING JOINT BEAM IS AS THE FOLLOWING

    DIAGRAM ................................................................................................................................................... 11

    6.2CALCULATION OF SUPPORT ...................................................................................................... 12

    6.3PIN SHAFT OF INSIDE AND OUTSIDE BUSHING .......................................................................... 13

    6.4PRESSURE STRESS OF INSIDE BUSHING HOLE'S WALL ............................................................. 14

    Calculation of machine and transmission parts ........... 15

    7.1CALCULATION FOR FRONT SUPPORT'S DRIVING AND TRANSMITTING PARTS ............ 15

    7.2 CALCULATION FOR REAR SUPPORT'S DRIVING AND TRANSMITTING PARTS ............. 25

    7.3CALCULATION FOR HANG TRANSMITTING PARTS ................................................... 35

    7.4CALCULATION FOR HANG WHEEL .......................................................................................... 46

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    3/48

    1

    Mid Support

    4.1

    Mid support consist of some

    parts as follows

    1 Top trimmer 2 Hang and launching roller

    equipment 3 Upright 4 Lower trimmer 5 Running

    wheel box 9 Transverse orbit

    4.2

    Force analysis

    F=110

    Q345B

    Mid support is the worst working condition when beam launcher is erecting

    boundary beam: the stress of every upright is F=110t, make force analysis in this

    working condition. material of main structure is Q345B.

    4.2.1 Calculation of top trimmer

    4.2.1.1 The structural form of top trimmer is as follows

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    4/48

    2

    4.2.1.2 Sectional character of top trimmer is as follows

    M max=110X1.317/4=36.2tm

    The maximum bending moment is M max=110X1.317/4=36.2tm.

    Q=55t

    The shearing force on the span is Q=55t.

    max=36.2/0.3=120MPa

    The maximum bending stress is max=36.2/0.3=120MPa.

    max=55/8832=62MPa

    The average bending shearing force is max=55/8832=62MPa.

    =161MPa

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    5/48

    3

    4.2.2 Calculation of upright

    Nmax=110t

    The maximum axial force is N max=110t.

    max=110/24768=44MPa

    The maximum pressure stress is max=110/24768=44MPa.

    4.2.3 Calculation of lower trimmer

    4.2.3.1 Structural form of lower trimmer is as follows

    4.2.3.2 Sectional character

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    6/48

    4

    Sectional character of lower trimmer's cross-girder

    Sectional character of lower trimmer's cantilever-girder

    4.2.3.3 Calculation

    1) Calculation of cross-girder

    M max=110X0.77=84.7tm

    The maximum bending moment is M max=110X0.77=84.7tm.

    Q=110t

    The maximum shearing force is Q=110t.

    max=84.7/0.51=184MPa

    The maximum bending stress is max=84.7/0.51=184MPa.

    max=110/10032/3=36MPa

    The average shearing stress is max=110/10032/3=36MPa

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    7/48

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    8/48

    6

    400mm

    There're one fulcrum every 400mm length of transverse orbit.

    M max=110/2X0.4/4=5.5tm

    The maximum bending moment is M max=110/2X0.4/4=5.5tm.

    Q=55t

    The maximum shearing stress is Q=55t.

    max=5.5/0.12=46MPa

    The maximum bending stress is max=5.5/0.12=46MPa.

    max=55/2/6136=53MPa

    The average shearing stress is max=55/2/6136=53MPa.

    =103MPa

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    9/48

    7

    Calculation of launching roller

    5.1

    Sectional character of beam is as the

    following diagram

    Force diagram

    Bending moment diagram

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    10/48

    8

    Shearing stress diagram

    The maximum bending moment

    mttFL

    M === 15.304m34.190

    4

    max

    Shearing stress

    tQ 45max

    =

    Normal stress

    a4.18067.1670826

    301500000MP

    W

    M

    X

    ===

    Shearing stress

    MPaSQ

    35.81167082667162

    9664001045

    I2

    4

    max=

    ==

    Translational stress

    [ ] MPaMPa 2409.22835.8134.1803 2222 =

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    11/48

    9

    5.2

    Calculation of support

    Axial force

    N=90t

    Length

    L=3064mm

    Slenderness ratio

    84.3616.83

    3064==

    i

    L

    Stability coefficient of pressure force

    946.0=

    [ ] MPaMPA

    N180a9.128

    7382.7946.0

    109 5

    =

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    12/48

    10

    5.3

    Pin shaft of inside and outside bushing

    45t

    The shearing force is 45t, and double shearing.

    Shearing stress

    MPaMPaA

    Q560][5.58

    5.38482

    1045

    2

    4

    =

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    13/48

    11

    Calculation of rear support

    6.1

    Sectional character of outside

    bushing joint beam is as the following diagram

    The maximum bending moment

    mttFL

    M === 4.134m34.1404

    max

    Shearing stress

    tQ 20max =

    Normal stress

    a2.921452815

    134000000MP

    W

    M

    X

    ===

    Shearing stress

    MPaSQ

    2.33

    185027078122

    7370001020

    I2

    4

    max=

    ==

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    14/48

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    15/48

    13

    Stability coefficient of pressure force

    839.0=

    [ ] MPaMPAN

    180a6.647382.7839.0

    104 5

    =

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    16/48

    14

    6.4

    Pressure stress of inside bushing hole's wall

    40t

    The shearing force is 40t, and double shearing.

    [ ] MPaMPd

    Q180a9.129

    0722

    1020 4

    =

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    17/48

    15

    Calculation of machine and

    transmission parts

    7.1

    Calculation for front support's driving

    and transmitting parts

    Working grade: M4

    The maximum static wheel-pressure: 56t

    The maximum dynamic wheel-pressure: 50t

    The minimum dynamic wheel-pressure: 12t

    Running speed: 1.67m/min

    Gradient: 0.5%

    Wind speed at working condition: 15.5m/s

    7.1.1 Original design parameter

    Driving form: 1/2 driving

    Diameter of wheel tread: 500mm

    Width of orbit: 110mm

    Diameter of wheel shaft: 140mm

    =0.004

    The frication resistance coefficient of self-aligning roller bearing is=0.004.

    n=1.063r/min

    The revolving speed of wheel is n=1.063r/min according to above.

    7.1.2 Strength checking of wheel

    7.1.2.1 Equivalent working wheel-pressure

    P mean=2Pmax+Pmin/3=2X50+12/3=37.3 t

    GB/T3811 According to GB/T3811

    Allowable unit pressure of wheel's material: K=5.6

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    18/48

    16

    Revolving speed coefficient of wheel: C1=1.17

    Working grade coefficient: C2=1.12

    Allowable wheel-pressure of that wheel

    P=KDlC1C2=5.6X500X110X1.17X1.12=403603N40.3t

    PP mean

    7.1.2.2 Static strength checking

    P max=1.9KDl=1.9X5.6X500X110=585200 N58.5.t

    P max

    P max is greater than the maximum wheel-pressure of static load.

    Hereby the select wheel is suitable.

    7.1.3 Calculation of running resistance

    7.1.3.1 Friction resistance

    Pm = P(d+ 2fk)CfD

    GB3811 According to GB3811

    Rolling friction force-arm of wheel

    fk= 0.5

    Additional friction resistance coefficient

    Cf= 1.5

    Pm=50e4X2X0.004X120+2X0.5X1.5/500=2160 N

    7.1.3.2

    Gradient resistance

    P = mg tan = 50ex 2 0.005 = 2500N

    7.1.3.3Wind resistance

    PW1=0.6CPA

    Wind area: A=120 m2

    Wind coefficient : C=1.35

    P=0.625V2=0.625X15.5

    2=150

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    19/48

    17

    PW1=0.6X1.35X150X120=14595 N

    Running resistance

    Pj=2160+2500+14595=19255 N

    7.1.4 Calculation for motor's power

    P = KPjV (1000)

    In this formula

    K=1.2; =0.8

    And therefore

    P=1.2X19255X1.67/60X1000X0.8=0.804KW

    P=1.1KW

    The motor's power is P=1.1KW

    7.1.5 Transmission ratio allocation and

    reducer type

    Revolving speed of wheel: n=1.063r/min

    Output revolving speed of motor: nz=1430 r/min

    The total transmitted ratio: i=1430/1.063=1345

    Primary reducer type: KF97R67-516.2-1.1/4

    The transmitted ratio: i=516.2

    The transmitted ratio of the open gear:

    i=1345/516.2=2.6056

    The tooth number of small gear: Z1=18

    The tooth number of large gear: Z2=47

    The actual transmitted ratio:

    iactual = 516.2 47 18 = 1347.856

    Theoretical running speed of wheel

    v = DN 1000 = 500 1430 1347.856 1000 = 1.666 m min

    The rate of speed difference

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    20/48

    18

    P=1.67-1.666/1.67=0.002

    The distribution of transmitted ratio is suitable.

    7.1.6 Calculation for output torque of reducer

    Output torque of motor:

    T=9550P/N=7.346 Nm

    Translational pull force of wheel

    F=2000XTXI/D=2X7.346X1347.856/500=39606 N

    FPj

    Meet requirement.

    7.1.7 Calculation for slipping of wheel

    Viscous force of every wheel

    Fd = 50ex 0.1 = 50000N

    Viscous force is greater than total static resistance.

    Meet requirement.

    The reducer is suitable according to above.

    7.1.8 Calculate shaft's strength according to

    composited bending moment and torque

    7.1.8.1 Calculation for strength of shaft

    Allowable stress of shaft

    p=320MPa; -1p=90MPa

    Fulcrum distance: L=370 mm

    Bending moment of shaft

    M=Pl/4=56e4X370/4000=51800 Nm

    Torque of shaft

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    21/48

    19

    T=FD/2=19255X500/2000=4813 Nm

    Correction coefficient: =0.3

    The diameter of mandrel: d=123.7 mm

    Tentative diameter is d=140mm in consideration of

    shaft's stiffness requirement.

    7.1.8.2 Calculation for deflection of shaft

    Inertia moment of shaft: I=18857410

    Elasticity modulus: E=290000

    Deflection: yp = FL3 (48EI) = 0.096mm

    Allowable maximum deflection of shaft

    ypmax = 0.0005XL = 0.185mm

    The actual deflection is lesser than allowable maximum deflection.

    Therefore, sectional diameter of shaft is suitable.

    7.1.9 Calculation for bearing

    7.1.9.1 Elementary rated dynamic load

    Bearing quantity of every wheel: m=2

    Load of every wheel: p=50t

    Diameter of shaft: d=140 mm

    Radial load: Fr=280 KN

    Radial equivalent dynamic load: Pr=250KN

    Radial equivalent static load: Pr=280KN

    Elementary rated dynamic load of bearing

    C = fhfmfdP = (fnft)

    Service life of bearing: Lh = 1000h

    Life coefficient: fh

    = 1

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    22/48

    20

    Speed coefficient: fn = 1.435

    Moment load factor: fm = 2

    Impulse load factor: fd = 1.2

    Temperature factor: ft= 1.435

    Elementary rated offered load: C=418.1 KN

    Designate bearing type: 23228CC

    And elementary rated dynamic load: Cr=812 KN

    7.1.9.2 Rated static load of bearing

    Safety factor: S0= 3

    And: C0= 3 280 = 840KN

    Sectional elementary static load of bearing

    C0r=1300 KN

    Therefore the sectional bearing is suitable.

    7.1.10 Strength checking for spline

    Diameter of shaft: D=340mm

    Width of spline: b=28 mm

    Height of spline: h=16mm

    Length of spline: l=60mm

    Tangent height between spline and wheel hub

    k=0.4X16=6.4mm

    Transmitted torque by spline: T=3792Nm

    A Choose the A type double spline

    P = 2T (1.5DKI) = 2 3792 [1.53406.4 (60 28)] = 72.6MPa

    Therefore the sectional spline is suitable.

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    23/48

    21

    7.1.11 Strength calculation of gear

    7.1.11.1 Elementary parameter

    Full load working hour: T=5000h

    Transmitted power by gear: P=1.1KW

    Revolving speed of pinion: n1=2.77r/min

    Tooth number of pinion: z1=18

    Tooth number of gear wheel: z2=47

    Primary module of gear: m=10

    Center distance of gear: a=325mm

    Primary facewidth: b=60mm

    7.1.11.2 Allowable stress of material

    Hlim1=950MPa; Hlim2=920MPa

    Flim1=350MPa; Flim2=340MPa

    Allowable contact stress

    Hp=0.9Hlim; Hp =828MPa

    7.1.11.3 Contact stress checking of tooth flank

    1 Reference nominal tangential force: FT=42134

    2 Service factor: KA

    P14-136 14-1-71 Review table 14-1-71 of page P14-136

    KA=1.25

    3 Dynamic load factor: KV

    Linear velocity of pinion: v=0.0261 m/s

    Transmission accuracy coefficient

    C=-0.5048lnZ-1.144lnm+2.825lnfpt+3.32

    fpt=25m C=8.32 C=8

    There into, fpt=25m, and C=8.32, use C=8

    P14-140 14-1-74KV=1

    Review diagram 14-1-74 of page P14-140, KV=1

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    24/48

    22

    4 Spread factor of helix line load: Kh

    P14-145 14-1-88 Review table 14-1-88 of page P14-145

    Kh=a1+a2[1+a3(b/d1)2](b/d1)

    2+a4b

    There into: a1=1.15a2=0.18a3=6.7a4=0.00031

    Therefore: Kh=1.203

    5 Spread factor of inter-tooth load: KH

    KAFt/b=877.7974

    P14-146 14-1-92 Review table 14-1-92 of page P14-146: KH=1.2

    6 Pitch point area factor: ZH

    P14-149 14-1-76 Review diagram of page P14-149: ZH=1.5

    7 Elastic coefficient: ZE

    P14-150 14-1-95 Review table 14-1-95 of page P14-150: ZE=189.8

    8 Contact ratio coefficient: Z

    Spur gear is without shift

    =0, =1, and Z=1

    9 Helical angle factor: Z

    Spur gear: =0, and Z=1

    10Meshing factor of pinion and gear: ZB ZD

    14-1-94 According to the judging criteria of table 14-1-94

    There into: =20

    da1=200 mm, db1=73.45477 mm

    da2=490 mm, db2=191.7986 mm

    M1=0.98744, M2=0.944101

    So: ZB=1 ZD=1

    11 Calculate contact stress: H

    H1=888.5211MPa, H2=888.5211MPa

    12 Life factor: ZNT

    Stress cycle-index

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    25/48

    23

    NL1=831073.2, NL2=318283.4

    According to table 14-1-96

    ZNT1=1.561975, ZNT2=1.676624

    13 Impact factor of lubricating oil: ZLZVZR

    14-1-98 Get gear pair by generating method

    according to table 14-1-98

    RZ104m, ZLZVZR=0.85

    14Working harden factor of tooth surface: ZW

    HRC50-55 470HB

    Hard tooth surface HRC50-55 is greater than 470HB.

    Therefore: ZW=1

    15 Size factor: ZX

    According to table 14-1-99: ZX=1

    16 Safety factor method

    SH =HlimZNT ZLZVZRZW ZX H

    Therefore: SH1=1.419544

    SH1=1.47562

    According to table 14-1-100: SHmin = 1.1

    Meet requirement.

    7.1.11.4 Bending stress checking of gear

    1 Spread factor of helical load: KF=KHN

    N=b/h2/[1+b/h+(b/h)2]

    There into b=60, H=2.25m=22.5

    So: N=0.659794, KF=1.129992

    2 Partition coefficient of helical load: KF

    KF=KH=1.2

    3 Tooth profile coefficient: YF

    Equivalent tooth number: zn1=18, zn2=47

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    26/48

    24

    According to diagram 14-1-98

    YF1=2.9, YF2=2.35

    4 Stress correction factor: YS

    According to diagram 14-1-103

    YS1=1.54, YS2=1.68

    5 Contact ratio coefficient: Y

    Because: =1 =0

    So: Y=1

    6 Helical angle coefficient : Y

    According to diagram 14-1-109

    Y=1

    7 Calculation of root stress: F

    F= FTYFa YSa Y Y KAKVKF KF

    F1=531.581MPa, F2=469.924MPa

    8 Stress correction factor of test gear: YST

    According to table 14-1-101

    YST=2

    9 Life factor

    YNT =(3000000 NL)0.02, YNT 1= 1.026005, YNT 2= 1.04589

    10 Relatively root sensitivity coefficient

    According to table 14-1-102 and diagram 14-1-98

    YrelT = 1

    11 Relatively root surface condition factor

    According diagram 14-1-118

    RRrelT = 1

    12 Size factor: YX

    14-1-109 According to the formula of table 14-1-109

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    27/48

    25

    YX=1.03-0.006m, YX=0.97

    13 Safety factor of bending strength: SF

    SF=Flim YST YNT Yrel YRrel YX

    SF1=1.31, SF2=1.468

    According to table 14-1-100: SFmin = 1.25

    It's suitable.

    7.2 Calculation for rear support's driving

    and transmitting parts

    Working grade: M4

    The maximum static wheel-pressure: 32t

    The maximum dynamic wheel-pressure: 30t

    The minimum dynamic wheel-pressure: 12t

    Running speed: 1.67m/min

    Gradient: 0.5%

    Wind speed at working condition: 15.5m/s

    7.2.1 Original design parameter

    Driving form: 1/2 driving

    Diameter of wheel tread: 500mm

    Width of orbit: 80mm

    Diameter of wheel shaft: 120mm

    =0.004

    The frication resistance coefficient of self-aligning roller bearing is=0.004.

    n=1.063r/min

    The revolving speed of wheel is n=1.063r/min according above.

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    28/48

    26

    7.2.2 Strength checking of wheel

    7.2.2.1 Equivalent working wheel-pressure

    P mean=2Pmax+Pmin/3=2X30+12/3=24 t

    GB/T3811 According to GB/T3811

    Allowable unit pressure of wheel's material: K=5.6

    Revolving speed factor of coefficient: C1=1.17

    Working grade coefficient: C2=1.12

    Allowable wheel-pressure of the select wheel

    P=KDlC1C2=5.6X500X80X1.17X1.12=293529 N29.3t

    PP mean

    7.2.2.2 Static strength checking

    P max=1.9KDl=1.9X5.6X500X80=425600 N42.t

    P max

    P max is greater than the maximum wheel-pressure of static load.

    Hereby the select wheel is suitable.

    7.2.3 Calculation of running resistance

    7.2.3.1 Friction resistance

    Pm = P(d+ 2fk)CfD

    GB3811 According to GB3811

    Rolling friction force -arm of wheel

    fk= 0.5

    Additional friction resistance coefficient

    Cf= 1.5

    Pm = 30e4 4 2 (0.004 120 + 2 0.5) 1.5 500 = 2376N

    7.2.3.2 Gradient resistance

    P = mg tan a = 30e4

    2 0.005 = 3000N

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    29/48

    27

    7.2.3.3Wind resistance

    PW1=0.6CPA

    Wind area: A=120 m2

    Wind coefficient: C=1.35

    P=0.625V2=0.625X15.5

    2=150

    PW1=0.6X1.35X150X120=14595 N

    Running resistance

    Pj=2376+3000+14595=19971 N

    7.2.4 Calculation for motor's power

    P = KPjV (1000)

    In this formula

    K=1.2, =0.8

    And so

    P=1.2X19971X1.67/1000X0.8=0.834KW

    P=1.1KW

    The motor's power is P=1.1KW

    7.2.5 Transmitted ratio allocation and reducer

    type

    Revolving speed of wheel: n=1.063r/min

    Output revolving speed of motor: nz=1430 r/min

    The total transmitted ratio: i=1430/1.063=1345

    Primary reducer type: KF97R67-516.2-1.1/4

    The transmitted ratio: i=516.2

    The transmitted ratio of the open gear:

    i=1345/516.2=2.6056

    The tooth number of opinion: Z1=18

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    30/48

    28

    The tooth number of wheel gear: Z2=47

    The actual transmitted ratio:

    iactual = 516.2 47 18 = 1347.856

    Theoretical running speed of wheel

    v = DN 1000 = 500 1430 1347.856 1000 = 1.666 m min

    The rate of speed difference

    P=1.67-1.666/1.67=0.002

    The distribution of transmitted ratio is suitable.

    7.2.6

    Output torque of motor

    T=9550P/N=7.346 Nm

    Translational pull force of wheel

    F=2000XTXI/D=2X7.346X1347.856/500=39606 N

    F > Pj

    Meet requirement

    7.2.7 Calculation for slipping of wheel

    Viscous force of every wheel

    Fd = 30e4 0.1 = 30000N

    Viscous force is greater than total static resistance.

    Meet requirement.

    The reducer is suitable according to above.

    7.2.8 Calculate shaft's strength according to

    composited bending moment and torque

    7.2.8.1 Calculation for strength of shaft

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    31/48

    29

    Allowable stress of shaft

    p=320MPa, -1p=90MPa

    Fulcrum distance: L=344 mm

    Bending moment of shaft

    M=Pl/4=32e4X344/4000=25800 Nm

    Torque of shaft

    T=FD/2=19971X500/2000=2992 Nm

    Correction coefficient: =0.3

    The diameter of mandrel: d=103.6 mm

    Tentative diameter is d=140mm in consideration of

    shaft's stiffness requirement.

    7.2.8.2 Calculation for deflection of shaft

    Inertia moment of shaft: I=10178760

    Elasticity modulus: E=290000

    Deflection: yp = FL3 (48EI) = 0.086mm

    Allowable maximum deflection of shaft

    ypmax = 0.0005XL = 0.172mm

    The actual deflection is lesser than allowable maximum deflection.

    Therefore, sectional diameter of shaft is suitable.

    7.2.9 Calculation for bearing

    7.2.9.1 Elementary rated dynamic load

    Bearing quantity of every wheel: m=2

    Load of every wheel: p=32t

    Diameter of shaft: d=120 mm

    Radial load: Fr=160 KN

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    32/48

    30

    Radial equivalent dynamic load: Pr=150KN

    Radial equivalent static load: Pr=160KN

    Elementary rated dynamic load of bearing

    C = fhfmfdP = (fnft)

    Service life of bearing: Lh = 1000h

    Life coefficient: fh = 1

    Speed coefficient: fn=1.435

    Moment load factor: fm = 2

    Impulse load factor: fd = 1.2

    Temperature factor: ft= 1.435

    Elementary rated offered load: C= 267.6KN

    Designate bearing type: 23124CC

    And elementary rated dynamic load: Cr=450 KN

    7.2.9.2 Rated static load of bearing

    Safety factor: S0= 3

    And: C0= 3 160 = 480KN

    Sectional elementary static load of bearing

    C0r=722 KN

    Therefore the sectional bearing is suitable.

    7.2.10 Strength checking for spline

    Diameter of shaft: D=340mm

    Width of spline: b=28 mm

    Height of spline: h=16mm

    Length of spline: l=60mm

    Tangent height between spline and wheel hub

    k=0.4X16=6.4mm

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    33/48

    31

    Transmitted torque by spline: T=3792Nm

    A Choose the A type double spline

    P = 2T (1.5DKI) = 2 3792 [1.53406.4 (60 28)] = 72.6MPa

    Therefore the sectional spline is suitable.

    7.2.11 Strength calculation of gear

    7.2.11.1 Elementary parameter

    Full load working hour: T=5000h

    Transmitted power by gear: P=1.1KW

    Revolving speed of pinion: n1=2.77r/min

    Tooth number of pinion: z1=18

    Tooth number of gear wheel: z2=47

    Primary module of gear: m=10

    Center distance of gear: a=325mm

    Primary facewidth: b=60mm

    7.2.11.2 Allowable stress of material

    Hlim1=950MPa; Hlim2=920MPa

    Flim1=350MPa; Flim2=340MPa

    Allowable contact stress

    Hp = 0.9Hlim ; Hp = 828MPa

    7.2.11.3

    Contact stress checking of tooth flank

    1 Reference nominal tangential force: FT=42134

    2 Service factor: KA

    P14-136 14-1-71 Review table 14-1-71 of page P14-136

    KA=1.25

    3 Dynamic load factor: KV

    Linear velocity of pinion: v=0.0261 m/s

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    34/48

    32

    Transmission accuracy coefficient

    C=-0.5048lnZ-1.144lnm+2.825lnfpt+3.32

    fpt=25m C=8.32 C=8

    There into, fpt=25m, and C=8.32, use C=8

    P14-140 14-1-74KV=1

    Review diagram 14-1-74 of page P14-140, KV=1

    4 Spread factor of helix line load: Kh

    P14-145 14-1-88 Review table 14-1-88 of page P14-145

    Kh=a1+a2[1+a3(b/d1)2](b/d1)

    2+a4b

    There into: a1=1.15a2=0.18a3=6.7a4=0.00031

    Therefore: Kh=1.203

    5 Spread factor of inter-tooth load: KH

    KAFt/b=877.7974

    P14-146 14-1-92 Review table 14-1-92 of page P14-146: KH=1.2

    6 Pitch point area factor: ZH

    P14-149 14-1-76 Review diagram of page P14-149: ZH=1.5

    7 Elastic coefficient: ZE

    P14-150 14-1-95 Review table 14-1-95 of page P14-150: ZE=189.8

    8 Contact ratio coefficient: Z

    Spur gear is without shift

    =0, =1, and Z=1

    9 Helical angle factor: Z

    Spur gear: =0, and Z=1

    10Meshing factor of pinion and gear: ZB ZD

    14-1-94 According to the judging criteria of table 14-1-94

    There into: =20

    da1=200 mm, db1=73.45477 mm

    da2=490 mm, db2=191.7986 mm

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    35/48

    33

    M1=0.98744, M2=0.944101

    So: ZB=1 ZD=1

    11 Calculate contact stress: H

    H1=888.5211MPa, H2=888.5211MPa

    12 Life factor: ZNT

    Stress cycle-index

    NL1=831073.2, NL2=318283.4

    According to table 14-1-96

    ZNT1=1.561975, ZNT2=1.676624

    13 Impact factor of lubricating oil: ZLZVZR

    14-1-98 Get gear pair by generating method

    according to table 14-1-98

    RZ104m, ZLZVZR=0.85

    14Working harden factor of tooth surface: ZW

    HRC50-55 470HB

    Hard tooth surface HRC50-55 is greater than 470HB.

    Therefore: ZW=1

    15 Size factor: ZX

    According to table 14-1-99: ZX=1

    16 Safety factor method

    SH =HlimZNT ZLZVZRZW ZX H

    Therefore: SH1=1.419544

    SH1=1.47562

    According to table 14-1-100: SHmin = 1.1

    Meet requirement.

    7.2.11.4 Bending stress checking of gear

    1 Spread factor of helical load: KF=KHN

    N=b/h2/[1+b/h+(b/h)2]

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    36/48

    34

    There into b=60, H=2.25m=22.5

    So: N=0.659794, KF=1.129992

    2 Partition coefficient of helical load: KF

    KF=KH=1.2

    3 Tooth profile coefficient: YF

    Equivalent tooth number: zn1=18, zn2=47

    According to diagram 14-1-98

    YF1=2.9, YF2=2.35

    4 Stress correction factor: YS

    According to diagram 14-1-103

    YS1=1.54, YS2=1.68

    5 Contact ratio coefficient: Y

    Because: =1 =0

    So: Y=1

    6 Helical angle coefficient : Y

    According to diagram 14-1-109

    Y=1

    7 Calculation of root stress: F

    F= FTYFa YSa Y Y KAKVKF KF

    F1=531.581MPa, F2=469.924MPa

    8 Stress correction factor of test gear: YST

    According to table 14-1-101

    YST=2

    9 Life factor

    YNT =(3000000 NL)0.02, YNT 1= 1.026005, YNT 2= 1.04589

    10 Relatively root sensitivity coefficient

    According to table 14-1-102 and diagram 14-1-98

    YrelT = 1

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    37/48

    35

    11 Relatively root surface condition factor

    According diagram 14-1-118

    RRrelT = 1

    12 Size factor: YX

    14-1-109 According to the formula of table 14-1-109

    YX=1.03-0.006m, YX=0.97

    13 Safety factor of bending strength: SF

    SF=Flim YST YNT Yrel YRrel YX

    SF1=1.31, SF2=1.468

    According to table 14-1-100: SFmin = 1.25

    It's suitable.

    7.3 Calculation for hang transmitting parts

    Working grade: M4

    The maximum static wheel-pressure: 32t

    The maximum dynamic wheel-pressure: 30t

    The minimum dynamic wheel: 10t

    Running speed: 4m/min

    Gradient: 1%

    Wind speed at working condition: 15.5m/s

    7.3.1 Elementary designed parameter

    Driving form: 1/4 driving and coupling

    Diameter of wheel tread: 260mm

    Width of orbit: 140mm

    Diameter of wheel shaft: 110mm

    =0.004

    The friction resistance of self-aligning roller bearing is=0.004.

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    38/48

    36

    n=4.897r/min

    The revolving speed of wheel is n=4.897r/min according above.

    7.3.2

    Strength checking of wheel

    7.3.2.1 Equivalent working wheel-pressure

    Pmean =2Pmax + Pmin

    3 =

    2 30 + 10

    3 = 23.3t

    GB/T3811 According to GB/T3811

    Allowable unit pressure of wheel's material: K=5.6

    Revolving speed coefficient of wheel: C1=1.17

    Working grade coefficient: C2=1.12

    Allowable wheel-pressure of select wheel

    P = KDIC1C2= 5.6 260 140 1.17 1.12 = 2671112N 26.7t

    P > Pmean

    7.3.2.2 Static strength checking

    Pmax = 1.9KDI = 1.9 5.6 260 140 = 387296N 38.7t

    max

    P max is greater than the maximum wheel-pressure static load.

    Hereby the select wheel is suitable.

    7.3.3 Calculation of running resistance

    7.3.3.1 Friction resistance

    Pm = P(d+ 2fk)CfD

    GB3811 According to GB3811

    Rolling friction force-arm of wheel

    fk= 0.5

    Additional friction resistance coefficient

    Cf= 1.5

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    39/48

    37

    Pm=30e4 4 (0.004 110 + 2 0.5) 1.5 260 = 10800N

    7.3.3.2 Gradient resistance

    P = mg tan a = 30e4 4 0.01 = 12000N

    7.3.3.3Wind resistance

    PW1=0.6CPA

    Wind area: A=18 m2

    Wind coefficient: C=1.35

    P=0.625V2=0.625X15.5

    2=150

    PW1=0.6X1.35X150X180=2189 N

    Running resistance

    Pj= 10800 + 12000 + 2189 = 24989N

    7.3.4 Calculation for motor's power

    P = KPjV (1000)

    In this formula

    K=1.2, =0.8

    And so

    P=1.2X24989X4/1000X0.8=2.498KW

    P=3KW

    The motor's power is P=3KW

    7.3.5 Transmitted ratio allocation and reducer

    type

    Revolving speed of wheel: n=4.897r/min

    Output revolving speed of motor: nz=1430 r/min

    The total transmitted ratio: i=1430/4.897=289.969

    Primary reducer type: KF87-103-3kw/4

    The transmitted ratio: i=103

    The transmitted ratio of the open gear:

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    40/48

    38

    i=289.969/103=2.815233

    The tooth number of opinion: Z1=19

    The tooth number of wheel gear: Z2=53

    The actual transmitted ratio:

    iactual = 103 53 19 = 287.3158

    Theoretical running speed of wheel

    v = DN 1000 = 260 1430 287.3158 1000 = 4.03 m min

    The rate of speed difference

    P=4.03-4/4=0.0075

    The distribution of transmitted ratio is suitable.

    7.3.6 Output torque checking of reducer

    Output torque of motor

    T=9550P/N=20.176 Nm

    Translational pull force of wheel

    F=2000XTXI/D=2X7.346X1347.856/260=44591 N

    FPj

    Meet requirement

    7.3.7 Calculation for slipping of wheel

    Viscous force of every wheel

    Fd = 2 30e4 0.1 = 60000N

    Viscous force is greater than total static resistance.

    Meet requirement.

    The reducer is suitable according to above.

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    41/48

    39

    7.3.8 Calculate shaft's strength according to

    composited bending moment and torque

    7.3.8.1 Calculation for strength of shaft

    Allowable stress of shaft

    p=320MPa, -1p=90MPa

    Fulcrum distance: L=390 mm

    Bending moment of shaft

    M=Pl/4=32e4X390/4000=29250Nm

    Torque of shaft

    T=FD/2=24989X260/2000=3248.6 Nm

    Correction coefficient: =0.3

    The diameter of mandrel: d=97.6 mm

    Tentative diameter is d=110mm in consideration of

    shaft's stiffness requirement.

    7.3.8.2 Calculation for deflection of shaft

    Inertia moment of shaft: I=7186884

    Elasticity modulus: E=290000

    Deflection: yp = FL3 (48EI) = 0.177mm

    Allowable maximum deflection of shaft

    ypmax = 0.0005XL = 0.195mm

    The actual deflection is lesser than allowable maximum deflection.

    Therefore, sectional diameter of shaft is suitable.

    7.3.9 Calculation for bearing

    7.3.9.1 Elementary rated dynamic load

    Bearing quantity of every wheel: m=2

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    42/48

    40

    Load of every wheel: p=32t

    Diameter of shaft: d=110 mm

    Radial load: Fr=160 KN

    Radial equivalent dynamic load: Pr=150KN

    Radial equivalent static load: Pr=160KN

    Elementary rated dynamic load of bearing

    C = fhfmfdP = (fnft)

    Service life of bearing: Lh= 1000h

    Life coefficient: fh = 1

    Speed coefficient: fn=1.435

    Moment load factor: fm = 2

    Impulse load factor: fd = 1.2

    Temperature factor: ft= 1

    Elementary rated offered load: C=267.6 KN

    Designate bearing type: 23122CC

    And elementary rated dynamic load: Cr=378 KN

    7.3.9.2 Rated static load of bearing

    Safety factor: S0=3

    And: C0= 3 160 = 480KN

    Sectional elementary static load of bearing

    C0r=602KN

    Therefore the sectional bearing is suitable.

    7.3.10 Strength checking for spline

    Diameter of shaft: D=110mm

    Width of spline: b=28 mm

    Height of spline: h=16mm

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    43/48

    41

    Length of spline: l=160mm

    Tangent height between spline and wheel hub

    k=0.4X16=6.4mm

    Transmitted torque by spline: T=2078Nm

    A Choose the A type double spline

    P = 2T (1.5DKI) = 2 2078 [1.5 110 6.4 (160 28)] = 44.7MPa

    Therefore the sectional spline is suitable.

    7.3.11

    Strength calculation of gear

    7.3.11.1 Elementary parameter

    Full load working hour: T=5000h

    Transmitted power by gear: P=3KW

    Revolving speed of pinion: n1=13.786r/min

    Tooth number of pinion: z1=19

    Tooth number of gear wheel: z2=53

    Primary module of gear: m=8

    Center distance of gear: a=288mm

    Primary facewidth: b=50mm

    7.3.11.2 Allowable stress of material

    Hlim1=950MPa; Hlim2=920MPa

    Flim1=350MPa;

    Flim2=340MPa

    Allowable contact stress

    Hp=0.9Hlim; Hp =828MPa

    7.3.11.3 Contact stress checking of tooth flank

    1 Reference nominal tangential force: FT=42134 N

    2 Service factor: KA

    P14-136 14-1-71 Review table 14-1-71 of page P14-136

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    44/48

    42

    KA=1.25

    3 Dynamic load factor: KV

    Linear velocity of pinion: v=0.1097 m/s

    Transmission accuracy coefficient

    C=-0.5048lnZ-1.144lnm+2.825lnfpt+3.32

    fpt=25 m C=8.548 C=8

    There into, fpt=25m, and C=8548, use C=8

    P14-140 14-1-74KV=1

    Review diagram 14-1-74 of page P14-140, KV=1

    4 Spread factor of helix line load: Kh

    P14-145 14-1-88 Review table 14-1-88 of page P14-145

    Kh=a1+a2[1+a3(b/d1)2](b/d1)

    2+a4b

    There into: a1=1.15a2=0.18a3=6.7a4=0.00031

    Therefore: Kh=1.1991

    5 Spread factor of inter-tooth load: KH

    KAFt/b=683.5966

    P14-146 14-1-92 Review table 14-1-92 of page P14-146: KH=1.2

    6 Pitch point area factor: ZH

    P14-149 14-1-76 Review diagram of page P14-149: ZH=1.5

    7 Elastic coefficient: ZE

    P14-150 14-1-95 Review table 14-1-95 of page P14-150: ZE=189.8

    8 Contact ratio coefficient: Z

    Spur gear is without shift

    =0, =1, and Z=1

    9 Helical angle factor: Z

    Spur gear: =0, and Z=1

    10Meshing factor of pinion and gear: ZB ZD

    14-1-94 According to the judging criteria of table 14-1-94

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    45/48

    43

    There into: =20

    da1=168 mm, db1=62.028 mm

    da2=440 mm, db2=173.027 mm

    M1=0.989476, M2=0.946497

    So: ZB=1 ZD=1

    11 Calculate contact stress: H

    H1=844.1349MPa, H2=844.13491MPa

    12 Life factor: ZNT

    Stress cycle-index

    NL1=4135922, NL2=1482689

    According to table 14-1-96

    ZNT1=1.387523, ZNT2=1.496649

    13 Impact factor of lubricating oil: ZLZVZR

    14-1-98 Get gear pair by generating method

    according to table 14-1-98

    RZ104m, ZLZVZR=0.85

    14Working harden factor of tooth surface: ZW

    HRC50-55 470HB

    Hard tooth surface HRC50-55 is greater than 470HB.

    Therefore: ZW=1

    15 Size factor: ZX

    According to table 14-1-99: ZX=1

    16 Safety factor method

    SH =HlimZNT ZLZVZRZW ZX H

    Therefore: SH1=1.3273

    SH1=1.38648

    According to table 14-1-100: SHmin = 1.1

    Meet requirement.

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    46/48

    44

    7.3.11.4 Bending stress checking of gear

    1 Spread factor of helical load: KF=KHN

    N=b/h2/[1+b/h+(b/h)2]

    There into: b=50, H=2.25m=18

    And so, N=0.671321, KF=1.129631

    2 Partition coefficient of helical load: KF

    KF=KH=1.2

    3 Tooth profile coefficient: YF

    Equivalent tooth number: zn1=19, zn2=53

    According to diagram 14-1-98

    YF1=2.9,YF2=2.35

    4 Stress correction factor: YS

    According to diagram 14-1-103

    YS1=1.54, YS2=1.68

    5 Contact ratio coefficient: Y

    Because: =1, =0

    So, Y=1

    6 Helical angle coefficient : Y

    According to diagram 14-1-109

    Y=1

    7 Calculation of root stress: F

    F= FTYFa YSa Y Y KAKVKF KF

    F1=517.305MPa, F2=457.304MPa

    8 Stress correction factor of test gear: YST

    According to table 14-1-101

    YST=2

    9 Life factor

    YNT =(3000000 NL)0.02, YNT 1= 0.9936, YNT2= 1.014195

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    47/48

    45

    10 Relatively root sensitivity coefficient

    According to table 14-1-102 and diagram 14-1-98

    YrelT = 1

    11 Relatively root surface condition factor

    According diagram 14-1-118

    RRrelT = 1

    12 Size factor: YX

    14-1-109 According to the formula of table 14-1-109

    YX=1.03-0.006m, YX=0.982

    13 Safety factor of bending strength: SF

    SF=Flim YST YNT Yrel YRrel YX

    SF1=1.32, SF2=1.48

  • 8/10/2019 bridge girder auncher Calculation Sheet Part 2

    48/48

    7.4

    Calculation for hang wheel

    The maximum wheel-pressure of hang: 2.5t

    Gradient: 1%

    Running speed: 4m/min

    According to above calculation, wheel-pressure of hang is much lesser than

    wheel-pressure of launcher roller and they share the same driving system. so the

    power's checking computations is positively suitable, just need to check and

    calculate strength and speed of hang wheel.

    7.4.1 Strength checking of wheel

    Diameter of wheel: 160mm

    Width of orbit: 30mm

    P=1.17X1.13X5.6X160X30=35538 N3.5t

    So the wheel is suitable.

    7.4.2 Speed checking

    Transmission ratio of chain wheel

    z2/z1=22/14

    And revolving speed of wheel

    N=1430/103X19/53X22/14=7.82 r/min

    Running speed of wheel

    V = Dn 1000 = 7.82 160 1000 = 3.93 m/min

    The rate of speed difference

    P=4-3.93/4=0.0175