Title: Steel Erection
1Steel Erection
- CE311 Case Study Building
2Anchor Rods and Plates
- Columns must be anchored to the foundation with
embedded rods - These must be accurately set by the concrete
subcontractor.
3Anchor Rods and Plates
4Anchor Rods and Plates
5Anchor Rods and Plates
6Anchor Rods and Plates
- The exact locations of anchor bolts must be set
to within a tolerance of ¼. - Typically, a theodolite is set up on control
pins, representing column lines, on the perimeter
of the building. - The theodolite will sight along the column line
and the center of the column bolt-pattern will be
marked on the concrete formwork
7Anchor Rods and Plates
8Cranes
- Steel is lifted with a crane.
- There are several types.
9Crane Mobile, Rubber-Tired, Hydraulic
10Crane Mobile, Track-Mounted, Cable
11Crane Mobilization
- Cranes often must be assembled on-site. This can
take a day or two. - Typically, a smaller crane is needed to assemble
the bigger crane.
12Crane Mobilization
13Crane Mobilization
14Crane Mobilization
15Crane Mobilization
16Crane Mobilization
17Steel Transportation
- Up to about 50000 lbs of steel is stacked on a
trailer truck (assuming it is done legally) - Typically, columns are stacked on top because
they will be erected first - Beams are stacked on the bottom because their
erection follows the columns
18Steel Transportation
Columns
Beams
19Shakeout
20Shakeout
- When steel arrives onsite, it is normally spread
out and organized, a process called shakeout - In confined places, like Manhattan, this often
must occur inside the building.
21Shakeout
22Shakeout
23Shakeout
24Shakeout
25Shakeout
26Shakeout
27Shakeout
28Erecting the First Columns
Base of Column
Top of Column (note splice plates)
29Erecting the First Columns
30Erecting the First Columns
31Column Base Plate on Foundation
Column
Beam or Girder
Base Plate
32Erecting Beams
33Erecting Beams
34Erecting Beams
35Erecting Beams
36Erecting Beams
37Erecting Beams
38Erecting Beams
39Erecting Beams
40Erecting Beams
41Erecting Beams
42Erecting Beams
43Erecting Beams
44The Foremans Notes The Foreman Directs the
Order of Erection, Piece-by-Piece
45Column Erection Next Tier
46Column Erection Next Tier
47Column Erection Next Tier
48Temporary Bracing with Plumbing Cables
- The final bracing for this simple-braced building
is normally inserted after the building has been
plumbed up. - Hence, temporary bracing cables are used to
stabilize the building during construction - They serve the additional purpose as plumbing
cables Ironworkers use turnbuckles on the
cables to rack the building laterally until a
surveyor has determined that the building is
plumb (i.e., vertical)
49Temporary Bracing with Plumbing Cables
50Temporary Bracing with Plumbing Cables
51A Turnbuckle Used to tighten cables in order to
plumb the building
52Typical Connections Beam-to-Girder
53Typical Connections Beam-to-Girder
piecemark
54Typical Connections Open-Web-Joist on Girder
55Typical Connections Beam-to-Girder (note metal
decking on top)
56Beams, Joists, Girder, Metal Deck
57Typical Connections Beam-to-Column (simple)
58Typical Connections Beam-to-Column (simple)
59Typical Connections Beam-to-Column (simple)
Column-to-column splice places
60Typical Connections Column Base Plate
(connection to foundation)
61Typical Connections Column-to-Column
Smaller Column Above
Splice Plates
Bigger Column Below
62Typical Connections Column-to-Column
Smaller Column Above
Splice Plates
Bigger Column Below
63Typical Connections Beam-to-Foundation Wall
64Bolt-Up Impacting the Bolts
65Bolt-Up Impacting the Bolts
66Metal Decking (the concrete floor is poured on
this)
67Metal Decking (the concrete floor is poured on
this)
68Welding Metal Decking
69Welding Metal Decking
70Metal Decking Holes and Penetrations
71Almost Complete
72Completed Building