14.000
5.900 0.3501.750
14.000
0.3500.3001.750 0.730
0.300
2.730
0.07 0.26 2.620 2.750 0.20
Support Pad 0.26x0.66
5.900
0.07 0.26 2.620 2.750 0.20
Support Pad 0.26x0.66 0.555
2.733 2.733
Location of Bearing Pad when Segment Unit Transported Inner Pad
Outer Pad
Stress
Distance (Longitudinal Direction)
-160-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
2
(kg/cm )
Dotted Line : Top fiber Solid Line : Bottom fiber
Transportation of Segment Unit : Day 2
81T15 (0.15 from bot.) 24T15 (0.20 from bot.)
99T15 (0.15 from bot.)
24T15 (0.20 from bot.)
Connection Joint Concrete
Continuity Tendon (Postprestressing)
Day 30 : Placement of Connection Joint Concrete
Day 30-35 : Curing of Connection Joint Concrete
Day 35 : Continuity Tendon Stressing
Day 35 : Jack Up to Remove Temp. Bearing
Day 35 : Jack Down to set up Segment on Final Bearing
Day 35 : Completion of Bridge Construction Day 2 : Installation of Segment Unit on Precast Yard
Connection Joint Concrete
