Miami Marlins Baseball Park
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1 Miami Marlins Baseball Park Roof Support Track Beams Construction by Incremental Lifting
2 Project Owner Miami Dade County General Contractor Hunt-Moss JV Frame Contractor Formworks-Baker Concrete JV Engineer of Record Bliss & Nyitray Structural Engineers Heavy Lifting, Post-Tensioning Contractor VSL-Florida
3 Const. Joint Const. Joint NORTH TRACK ELEVATION 5 SPANS TOTAL L= Const. Joint Const. Joint
4 30-3 NORTH TRACK PIER SEGMENT TYPICAL SECTION NORTH TRACK TYPICAL SECTION
5 Const. Joint Const. Joint Const. Joint Const. Joint SOUTH TRACK ELEVATION 5 SPANS TOTAL L=
6 35-3 SOUTH TRACK PIER SEGMENT TYPICAL SECTION SOUTH TRACK TYPICAL SECTION
7 01 Service Level Original Design; Casting in place on falsework
8 Roof Track Construction, Original Construction method Disadvantages Full shoring to grade which compromise overall project schedule Safety risks, due to the Height of construction Production risks Construction and wind loads Labor resources Limited shoring resources
9 VSL Proposed Construction Method Build Foundations Cast Piers Cast Pier Tables
10 PHASE 2 Pour Span 1 Bottom Slab
11 PHASE 3 Pour Span 1 Webs Pour Span 2 Bottom Slab
12 PHASE 4 Pour Span 1 Top Slab Pour Span 2 Webs Pour Span 3 Bottom Slab
13 PHASE 5 Stress Stage 1 PT in Span 1 Lift Span 1 Pour Span 2 Top Slab Pour Span 3 Webs Pour Span 4 Bottom Slab
14 PHASE 6 Stress Stage 2 PT in Span 1 Stress Stage 1 PT in Span 2 Lift Span 2 Pour Span 3 Top Slab Pour Span 4 Webs Pour Span 5 Bottom Slab
15 PHASE 7 Stress Stage 2 PT in Span 2 Stress Stage 1 PT in Span 3 Lift Span 3 Pour Span 4 Top Slab Pour Span 5 Webs
16 PHASE 8 Stress Stage 2 PT in Span 3 Stress Stage 1 PT in Span 4 Lift Span 4 Pour Span 5 Top Slab
17 PHASE 9 Stress Stage 2 PT in Span 4 Stress Stage 1 PT in Span 5 Lift Span 5
18 PHASE 10 Stress Stage 2 PT in Span 5
19 Lifting Equipment Schematic Front Lift on Trailing End Back Lift on Leading End
20 VSL Proposal Challenges: Check spans capacity for lifting load Check Columns and foundations for temporary load induced by the heavy lifting method. Rearrange Post-Tensioning layout and check final Posttensioning forces Coupling of approximately 260 #11 Bars per span Splicing top rebar at the pier table
21 Creating North Track Lifting Sequence
22 2 x 339 k 2 x 674 k 2 x 674 k 2 x 718 k 2 x 718 k 2 x 645 k 2 x 645 k 2 x 718 k 2 x 718 k Creating South Track Lifting Sequence
23 Lifting Detail Column T1
24 Lifting Detail Column T2
25 Lifting Detail Column T7, T5, T3 T8, T6, T4
26 Post-Tensioning Layout Phase I ECI6-12 Tendons Stressed at the diaphragm Phase II ECI6-19 Tendons Stressed at the blisters
27 Post-Tensioning Layout Phase I ECI6-12 Tendons Stressed at the diaphragm Phase II ECI6-19 Tendons Stressed at the Blisters
28 Step-1 1. Connect Tie-Down cables to adjacent span or rock anchor 2. Lifting Span into place 3. Securing Span to Pier Table 4. Check Span elevation
29 Step-2 1. Raise closure forms into place 2. Install male bar in form savers, webs and bottom slab 3. Splice top rebar and web rebar 4. Couple #11 bottom bars 5. Splice PT ducts at the closure
30 Step-3 1. Pour closure pour
31 Step-4 1. Stress Phase I PT cables 2. Remove Lifting equipment to the next Pier Table
32 Heavy Lifting beams Approximately Weight 50 Tons
33 Heavy Lifting Jacks SLU -330
34 Bottom lifting Anchors VSL 6-37 Stay Cable anchor with ring nut
35 Lifting Strand 0.6 Dyform strand Grade 270 A=0.256 sq in
36 Place Lifting Beams on top of Pier Segment
37 Drop Lifting Cables
38 Connect Lifting Cables to Tie Down Rock Anchors
39 Connect Lifting Cables to span Bottom Lifting Anchors Detail
40 Lift-off and Finishing Bottom Beam
41 Lifting Span
42 Aliment span to final elevation
43 Coiling Lifting Cables
44 Coupling and splicing rebar and PT Ducts
45 Pouring Closure pour
46 Stress Post-Tensioning Tendons
47 Release Lifting Cables and Transfer the Load
48 Finished Track Spans
49 Finished Track Spans
50 QUESTIONS?
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