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Girder Erection Methodology

Oct 13, 2015

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Methods of Erecting Girder
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    2ND FLOOR LEVEL

    NAIA SKYWAY ERECTIION PROCEDURE

    HIGHLIGHTS J# 6865

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    2ND FLOOR LEVEL

    NAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

    LIFTING SEQUENCE @ RAMP 1 BRIDGE 1

    R1-8 TO R1-9 KEY PLAN

    ERECTION: JUNE 14, 2006

    (WEDNESDAY)

    ERECTION: JUNE 12, 2006

    (MONDAY)

    ERECTION: JUNE 10, 2006(SATURDAY)

    ERECTION: JUNE 5, 2006(MONDAY)

    ERECTION: JUNE 8, 2006(THURSDAY)

    ERECTION: MAY 23, 2006

    (TUESDAY)

    ERECTION: MAY 24, 2006(WEDNESDAY) CONSTRUCT RMD SUPPORT

    NOTE:

    AND FOUNDATION AFTER

    SEQUENCE 1 IS INSTALLED

    R1-11

    J7

    J6

    R1-9R1-8

    R1-12

    SEQUENCE 7LIFTING

    SEQUENCE 6LIFTING

    SEQUENCE 5

    LIFTING

    SEQUENCE 4LIFTINGSEQUENCE 1

    LIFTINGSEQUENCE 2

    LIFTING

    SEQUENCE 3LIFTING

    RAMP

    1BRIGE

    1

    R1-10

    J13

    J11

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    J6

    R1-8 R1-9 R1-10

    G1

    G2

    4 5

    GIRDER ERECTION @ R1-9 TO J6 (G2)

    2ND FLOOR LEVEL

    NAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    R1-8R1-9 R1-10

    G1

    G2

    45

    J6

    GIRDER ERECTION @ R1-9 TO J6 (G1)

    2ND FLOOR LEVEL

    NAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    G2

    R1-9 R1-10

    J6

    BOOMLENGHT=48.OOM

    BOOMLENGHT=34

    .OOM

    EL.49813

    EL.35425

    94.906 TONS

    6 PART LINES

    SWL = 72.0 TONS CAP.

    6 PART LINES

    SWL = 72.0 TONS CAP

    LIFTING ELEVATION OF GIRDER 2 (R1-9 TO J6)

    2ND FLOOR LEVEL

    NAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    TOPOFSKYWAY

    FIGURE1

    1.LIFTINGOF GIRDER1 BYTANDEMLIFTUPWARDTODESIREDHEIGHT (BOTTOMOFSKYWAY)@NORTHEND

    FIGURE2

    1.LIFTINGOF GIRDER1 @SOUTHENDBY360TONERDEMAGCRANE(GUZENT) UPWARDABOVETHECOPING

    FIGURE3

    1.360 TONER CRANE(GUZENT)SHALLREMAINATEASE.2.DEMAG300 TONER CRANE(AALTAFIL)SHALLRAISE

    THENORTHENDLOAD TODESIREDDISTANCEABOVE

    PIER(R1-9)

    2.DEMAG360 TONER CRANE(GUZENT)SHALLBOOMUPWARDABOVETHECOPINGPIERTO DESIREDDISTANCE

    THECOPINGPIER(R1-10)

    FIGURE4

    1.BOTHCRANESSHALL SET THEGIRDERTOITS FINALLOCATION.

    TOPOFSKYWAY

    TOPOFSKYWAY

    TOPOFSKYWAY

    R1-9 R1-10

    R1-9 R1-10

    R1-9 R1-10

    R1-9 R1-10

    LIFTING SEQUENCE OF GIRER 2 (R1-9 TO J6)

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    NORTH BOUND

    EDGE OFEXISTING SKYWAY

    EDGE OFNEW SKYWAY RAMP

    G-3

    G-2

    G-1

    R1-8 R1-9

    GIRDER ERECTION @ R1-8 TO R1-9

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    DEMAG 360

    TONER CRANE

    G3G2G1

    LIFTING ELEVATION R1-8 TO R1-9

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

  • 5/22/2018 Girder Erection Methodology

    10/19ERECTION OF STEEL TRUSS BEAM

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

    AREA

    BACKFILLED

    AREABACKFILLED

    27.0MSET PT.

    T.

    TRUSS BEAM

    TRUSS BEAM

    R1-10

    J11

    4

    ASSEMBLY AREA

    R1-11

    G2G1

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    J11C2

    0

    4

    G2 (20.849 T)

    G1 (18.303 T)

    5

    J11

    J7

    J4

    R1-10

    J6

    GIRDER ERECTION OF J6 TO J7 OF RAMP 1

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    G1/G2TRUSSBEAM

    J4

    J6 J7

    R1-10

    LIFTING ELEVATION OF GIRDER 1 & 2, J6 TO J7

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    TONER CRANE

    KATO 160

    TONER CRANE

    DEMAG 360

    J-5

    R1-10

    J13

    c23

    J11

    J-5

    4

    J-7

    G2

    65.453TONS

    15.0M @ G2

    17.0M @ G2

    ASSEMBLY AREA

    R1-11

    G2G1

    15.0M @ G2

    FINAL PICK PT.

    INITIAL SET PT.

    6.5M @ G2FINAL PICK PT.

    FINAL SET PT.

    11.0M @ G2FINAL SET PT.

    18.0M @ G2

    INITIAL PICK PT.

    GIRDER ERECTION @ J7 TO J13 (G2)

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    8.0M @ G1FINAL PICK PT.

    FINAL PICK PT.

    INITIAL PICK PT.

    G1

    ASSEMBLY AREA

    DEMAG 300

    TONER CRANE

    AALTAFIL

    R1-11

    TONER CRANE

    KATO 160

    TONER CRANE

    DEMAG 360

    17.5M @ G1

    15.0M @ G1

    17.0M @ G1

    J-5

    R1-10

    c23

    J11

    J-5

    4

    J-7

    G2

    G1

    65.453TONS

    62.127TONS

    INITIAL SET PT.

    16.0M @ G1FINAL SET PT.

    FINAL PICK PT.18.0M @ G1

    10.0M @ G1FINAL SET PT.

    GIRDER ERECTION @ J7 TO J13 (G1)

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    G1/G2

    J7

    J11

    LIFTING ELEVATION @ J7 TO J13

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    R1-11

    R1-12

    SOUTH SUPER HIGHWAY

    R1-11a

    J-13

    G2-53.844T

    ASSEMBLY AREA

    G2

    GIRDER ERECTION @ J7 TO J13 (G1)

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

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    G1-53.947T

    ASSEMBLY AREA

    G2G1

    R1-11

    R1-12

    SOUTH SUPER HIGHWAY

    J13

    GIRDER ERECTION @ J13 TO R1-12 (G1)

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

    NAIA SKYWAY ERECTION PROCEDURE

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    J13

    G2

    R1-12

    R1-11

    LIFTING ELEVATION GIRDER 1 & 2 OF J13 TO R1-12

    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865

    NAIA SKYWAY ERECTION PROCEDURE

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    2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

    HIGHLIGHTS J# 6865