Elevated Slab Sequence
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1 Elevated Slab Sequence The following group of photos shows the sequence for installa4on of a one- way elevated slab. (Slab & Beam with Reinforcing & Post- Tensioning)
2 Columns Placed & Form Support (Scaffolding) Being Erected
3 Form Support (Scaffolding) Being Erected
4 Decking Support Beams Being Erected
5 Plywood Decking Being Erected
6 Plywood Decking and Beam Sides Being Erected
7 Plywood Decking and Beam Sides Being Erected
8 Plywood Decking & Beam Sides Erected
9 Plywood Decking and Beam Sides Erected on a Portion
10 Deck Support System (Scaffolding)
11 Beam Reinforcing Installation
12 Beam Reinforcing Installation
13 Beam Reinforcing Installation
14 Beam Reinforcing Installed
15 Beam & Deck Reinforcing Installed
16 Post-Tensioning Installation
17 Post-Tensioning Installation
18 Post-Tensioning Installed
19 Post-Tensioning Complete and MPE Sleeves Installed
20 Slab Poured & Cured Stripping & Post Shores
21 Stripping formwork
22 Stripping formwork
23 Formwork Stripped and Reshores Installed
24 Site Cast Post- tensioning Systems Can be used with any framing system Reduce member size and/or Extend span capacity
25 Innova7ons in Site Cast Concrete Lightweight Concrete and Admixtures Formwork Materials & Methods Lia- Slab Flying Formwork, Gang forms Slip Forms Tilt- Up Shotcrete
26 Lia- Slab Cast slabs on the ground ( Stacked) & Jack into Place, and Anchored
27 Lift-slab (Note the slab supports at the columns)
28 Flying Formwork Floor Tables stacked and ready for installation
29 Jack to Remove the Table Flying Sequence Table being slid out Table being flown to next level Table placed on the next level
30 Slip Forms Ring of formwork steadily pulled upward by jacking off the vertical reinforcing USES: Tall, Repetitive, Walls Shafts Stairwells Silos
31 Tilt- Up Walls cast Horizontally & Tilted into Place Commonly used in Warehouse, Distribution, Retail
32 The following group of photos shows the tilt-up sequence used for construction of a Home Depot
33 Slab-on-Grade Placed
34 Formwork for Panels
35 Edge form & Slab-on-Grade reinforcing installed Placed
36 Opening Installed
37 Panels formed and reinforced
38 Panels Formed and Reinforced (Note the Inserts)
39 Insert for Brace Weld Plate for Joist Attachment Insert for Lifting Bracket Inserts for Panel Braces, Steel Framing Anchorage, & Panel Lifting
40 Panels Poured
41 Lifting Inserts Stripped
42 Panels SOG Placement of Exterior Footing
43 Crane for Panel Installation
44 Braces Installed Prior to tilting-up the panels
45 Attachment of Lifting Bracket
46 Panel being lifted (tilted into place)
47 Panel being lifted (tilted into place)
48 Panel being lifted (tilted into place)
49 Panel being lifted (tilted into place)
50 Panel being placed on shims set to proper elevation
51 Panels being braced
52 Panels braced
53 Panel grouted between footing & panel
54 Roof support structure anchored to panels
55 Subgrade prepared for panel structural connection to Slab-on-Grade
56 Slab-on-Grade perimeter poured to anchor the panel bottom.
57 Panels erected
58 Architectural Concrete Concrete that is lea exposed as finished interior or exterior surfaces.
59
60 Exposed Architectural Concrete at the University of Iowa
61 Exposed Architectural Concrete at the University of Iowa
62 Exposed Architectural Concrete (Note the rough finish )
63 Architectural Concrete Finishes Exposed Aggregate clean off paste & expose aggregate Key Aggregate choice Mix Placement
64
65 Architectural Concrete Finishes Mechanically remove the paste Sand Blast Bushhammer
66 Architectural Concrete Finishes Liners & Form mat ls Mul7ple # of Finishes Form Liner & Bush-hammer
67 Architectural Concrete with Bushhammered Finish
68 Architectural Concrete with Bushhammered Finish
69 Simulated Stone Form Liner
70 Considera7ons / Challenges Form Tie Location Rustication Location
71 Considera7ons / Challenges Formwork Joint Formwork Blemishes
72 Form Tie Holes Considera7ons / Challenges
73 Considera7ons / Challenges Rusted Bar Supports
74 Patching
75 Designing Economically Of three elements - conc., reinf., formwork - Formwork is generally the most expensive element Formwork - high % of labor Economies - simplifica7on & standardiza7on Iden7cal bay spacing Flat plate - when possible Standardize column & beam sizes
76 Site Cast Concrete & Building Codes Fire resistant Assuming adequate re- steel coverage Most uses - Unlimited Height & Area Resistance to lateral loading Rigid joints
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03 00 00 CONCRETE ***ALL CONCRETE HARDSCAPE & RELATED SITE CONCRETE MUST ALSO ADHERE TO THE 2015 LANDSCAPE MASTER PLAN AS WELL AS THE DIVISION 3 TECHNICAL STANDARDS. THE LANDSCAPE MASTER PLAN CAN BE FOUND