5/22/2018 Girder Erection Methodology

1/19

5/22/2018 Girder Erection Methodology

2/19

2ND FLOOR LEVEL

NAIA SKYWAY ERECTIION PROCEDURE

HIGHLIGHTS J# 6865

5/22/2018 Girder Erection Methodology

3/19

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

5/22/2018 Girder Erection Methodology

4/19

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

5/22/2018 Girder Erection Methodology

5/19

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

5/22/2018 Girder Erection Methodology

6/19

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

5/22/2018 Girder Erection Methodology

7/19

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

5/22/2018 Girder Erection Methodology

8/19

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

5/22/2018 Girder Erection Methodology

9/19

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

5/22/2018 Girder Erection Methodology

11/19

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

5/22/2018 Girder Erection Methodology

12/19

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

5/22/2018 Girder Erection Methodology

13/19

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

5/22/2018 Girder Erection Methodology

14/19

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

5/22/2018 Girder Erection Methodology

15/19

G1/G2

J7

J11

LIFTING ELEVATION @ J7 TO J13

2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

HIGHLIGHTS J# 6865

5/22/2018 Girder Erection Methodology

16/19

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

5/22/2018 Girder Erection Methodology

17/19

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

5/22/2018 Girder Erection Methodology

18/19

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

5/22/2018 Girder Erection Methodology

19/19

2ND FLOOR LEVELNAIA SKYWAY ERECTION PROCEDURE

HIGHLIGHTS J# 6865