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Slide 1
Precast Structures and FramesMiles L. Blackman, P.E.
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Slide 2 Learning Objectives
• Discuss precast concrete characteristics, advantages and benefits, typical construction methods and construction applications.
• Understand precast applications and uses.
• Review typical precast building components.
• Learn about the manufacturing processes that give precast concrete its consistent high quality.
• Gain insight on technical considerations including connections, construction and erection.
• Understand the precasters role in assisting the design team with its goals.
• Access industry resources available to designers of precast structures.
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Slide 3 • The single most
important event that
led to the launch of
the prestressed
concrete industry in
North America was
the construction of
the technically
innovative, Walnut
Lane Memorial Bridge
in Fairmont Park in
Philadelphia,
Pennsylvania in 1949-
1950.
A Brief History
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Slide 4
• This prestressed concrete bridge
became a reality because of the
vision, persistence and courage
of a few extraordinary
individuals.
• Prof. Mangel described the
concept of pre-compressed
concrete to his students using
his well-known illustration of a
stack of books…
Prof. Gustav Mangel, University of Ghent, Belgium
A Brief History
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Slide 5
• The books on the
bottom are like pre-
compressed concrete:
using a compressive
force, they support
their own weight…
plus significant
superimposed loads,
represented by the
books on top.
A Brief History
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Slide 6 • Early innovations
included 7-wire
strand, long-line
casting beds; high-
quality, permanent
steel forms;
specialized chemical
admixtures; high
early-strength
concrete; accelerated
curing with heat; and
more…
7-Wire High Strength Strand
Long-Line Casting Beds
Permanent Steel Forms
Admixtures
High Early-Strength Concrete
Accelerated Curing
A Brief History
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Slide 7 • The combination of
high strength steel –
to resist tensile stress
– and concrete – to
provide compressive
strength
and durability – make
this composite
material adaptable to
many applications.
What is Precast/Prestressed Concrete?
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Slide 8 • Once the concrete is
cured, the strand
force is released from
the abutments. This
causes the steel
strands, which are
under high tension,
to try to return to
their original length.
A compression force
is created in the
bottom of the
component, and
camber.
PRESTRESS
FORCE
PRESTRESS
FORCECAMBER
Upward Deflection Created byPrestressed Strand is Camber
What is Precast/Prestressed Concrete?
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Slide 9 • The compressive force
and upward force on
the concrete from the
strands helps offset
applied loads. The
combination of durable
concrete and high-
strength steel results in
a lasting strength that
ensures retention of the
component’s durability
throughout its lifetime.
PRESTRESS
FORCE
PRESTRESS
FORCE
LOADING
UPWARD FORCE EFFECT
DUE TO PRESTRESSING
The Effect of Camber Resists Downward
Deflection When Loads Are Applied
What is Precast/Prestressed Concrete?
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Slide 10 PCI’s Dictionary of Terms….
Total Precast . . .
• Substantial core and shell of the structure are comprised of precast components.
• Many types of commercial applications.
• Allow for tailored design as necessary.
• Architectural choices are limitless.
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Slide 11 Applications
• Parking
Structures
• Residential
• Offices
• Manufacturing
• Institutional
• Others
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Slide 12 Applications
• Parking
Structures
• Residential
• Offices
• Manufacturing
• Institutional
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Slide 13 Applications
• Parking
Structures
• Residential
• Offices
• Manufacturing
• Institutional
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Slide 14 Applications
• Parking
Structures
• Residential
• Offices
• Manufacturing
• Institutional
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Slide 15 Applications
• Parking
Structures
• Residential
• Offices
• Manufacturing
• Institutional
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Slide 16
A. Load-bearing architectural spandrel
B. Exterior column
C. Double-tee or Hollowcore plank
D. Interior column
E. Inverted tee beam or composite beam
F. Shear wall
G. Stairs
A
A
B
F
C
C
E
D
G
B
F
C
C
E
D
Double-tee System
Hollowcore Plank System
Typical Precast Building Components
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Slide 17 Spandrel
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Slide 18 Interior Columns
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Slide 19 Exterior Columns
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Slide 20 Double Tees
• Double Tees derive their name from
their shape.
• The vertical elements are called “stems”
and the horizontal deck element is
called the “flange”.
• Economical spans start at approximately
50 ft. and can exceed 100 ft.
• Double tees are used for floors, roofs,
bridge members AND wall panels.
• Pre-topped tees are used in parking
structures with a thickened flange and
no field-poured topping.
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Slide 21 Hollow-Core Planks
•Hollow-core slabs can
simultaneously provide a
floor surface and a ceiling
surface which require very
little finish work.
•There are a variety of
manufacturers with
thicknesses ranging from 6
inches to 16 inches
•Maximum spans are about
60 ft. for typical residential
loading.
•Fire ratings up to 4 hours.
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Slide 22 Inverted tee beam
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Slide 23 Shear Walls
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Slide 24 Stairs and Landings
•Precast stairs,
stairwells and
landings are
erected with the
balance of the
structure, allowing
workers easy
access to all
working levels.
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Slide 25 Wall Panels
• Load-bearing walls
become perimeter
structural-gravity
support for floors
and roof
• Eliminates need for
perimeter structural
framing
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Slide 26 • Using precast concrete
components together as a
complete structural system
creates a design in which the
whole is greater than the sum
of the parts.
• For example, combining
precast/prestressed hollowcore
plank or double tees with
precast beams and columns
creates a durable, fire-resistant
structure that is quick to
erect and cost efficient due to
the compressed construction
schedule.
A Complete Structural System
Precast/Prestressed Structural Systems
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Slide 27 •All lateral loads are
transferred to a moment-
resisting frame that ties
beams and columns
together with rigid
connections.
•The need for shear walls is
eliminated.
Rigid Frame System
Precast/Prestressed Structural Systems
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Slide 28
•In general, an exterior
shear wall system permits
greater design flexibility
because it eliminates the
need for a structural core.
•By combining gravity load
bearing function with lateral
load resistance,
the exterior shear wall
system is also, in general,
more economical.
Exterior Shear Wall System
Precast/Prestressed Structural Systems
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Slide 29
•Lateral loads are
transmitted by floor
diaphragms to a structural
core of precast shear walls.
• The shear wall can be tied
together vertically and at
corners to form a structural
tube that cantilevers from
the foundation.
Interior Shear Wall System
Precast/Prestressed Structural Systems
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Slide 30 The Connections
•Connections: •Transfer Load
•Restrain Movement
•Provide Stability
•Design Must Include: •Adequate strength
•Ductility
•Proper detailing
•Account for tolerances
•Responsibility:•Typically provided by
the precast fabricator
based on loads or
forces provided by the
EOR.
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Slide 31 Manufacturing Process
• PCI-Certification…Insist on it!
– Ensures that plant has developed and
documented an in-depth, in-house quality
system based on time-tested, national
industry standards.
• Understanding the manufacturing
process will help you see how quality
control and efficiency are achieved.
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Slide 32 Manufacturing Process
Long Line Forms
•Precast structural
elements are generally
prestressed.
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Slide 33 Manufacturing Process
Panels are Set
•Architectural precast can
be conventionally reinforced
or prestressed.
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Slide 34
Place Concrete
Manufacturing Process
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Slide 35 Manufacturing Process
Cure, then Strip Forms
•After the concrete
has cured, products
are removed from
the forms and
moved to the
storage yard.
•This is where post-
pour measuring,
cleaning, cutting,
special finishing,
etc. will take place.
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Slide 36 •Casting with a form liner
can create unique textural
effects. Form-liner designs
can be selected from a
broad range of inexpensive
stock liners, or a custom
style can be created from
existing materials or a
specific design.
Form-Liner Finish
Glaxo, Research Triangle Park, NC
Architectural Precast Wall Panels
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Slide 37 •Improvements in the
fabrication process have
created more refined
finishes. These range from
delicate finishes achieved
by surface acid etching or
light abrasive blasting to
bold textures and patterns,
created by using form
liners. Rich, colorful
textures also can be
produced by chemically
exposing colorful coarse
aggregates.
Special Finishes
Architectural Precast Wall Panels
ACID ETCHED SAND BLAST
RIBBED FORM LINER
EXPOSED
AGGREGATE
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Slide 38 •A designer can achieve
strikingly different colors
and textures from a single
precast mix simply by
varying the finish treatment.
The single mix shown here
has three different finishes.
This multiple-finish
technique offers an
economical yet effective
way to heighten aesthetic
interest.
Acid Etch Sandblast
Exposed
Aggregate
Architectural Precast Wall Panels
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Slide 39 •To create a flame-finished
granite appearance in
architectural precast, an
appropriately colored
precast-mix design needs
only to be sandblasted.
•In this comparison, the
sandblasted precast in the
foreground closely matches
the actual flame-finished
granite in the background.
Replicating Flame-Finished Granite
The Hearst Tower,
Charlotte, NC
Architectural Precast Wall Panels
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Slide 40 •Chemical surface retarders
effectively highlight the full
color and natural beauty of
the precast coarse
aggregate. Here, the
chemical retarder is being
removed with plain water
immediately after casting.
Chemical Retarders
Architectural Precast Wall Panels
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Slide 41 •These brick-faced precast
units can be erected quickly
as one large panel, at any
time of the year. This
application has become
more popular across the
country due to escalating
costs for field labor and the
scarcity of skilled masons.
Brick Faced Precast
Architectural Precast Wall Panels
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Slide 42 •Frequently, architects
encapsulate rigid insulation
within architectural precast
panels to generate higher
energy efficiency and
achieve additional
advantages.
•These panels consist of a
layer of precast that is
poured into the form, after
which the insulation is
placed and another layer of
concrete is added.
Encapsulated Rigid Insulation
Architectural Precast Wall Panels
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Slide 43 Construction and Erection Considerations
• By considering
construction and
erection as the job
is designed, cost
and schedule can
be positively
impacted.
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Slide 44 Construction and Erection Considerations
DO’s and DON’Ts
Some keys to economy …
•Fabrication
•Delivery
•Installation
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Slide 45
•Repetition is key to economy
Fabrication
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Slide 46 Keys to Fabrication Economy
•Many forms are made of
wood and can be expensive.
•Minimize number of
molds and maximize the
number of castings from
each mold.
Fabrication
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Slide 47 Delivery
• Must be able to deliver
and handle on-site
• Maximum Panel
Dimensions (Varies)– 12’ Tall x 40’ Long Preferred
• 14’ Maximum Width
• 50’ maximum length
– Maximum Panel Weight
• Common Payload of 40,000 lbs
• Affected by Local Conditions
• Limited by Regulatory
Agencies
• Permits and Escorts
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Slide 48
Properly Prepare Site
Delivery
•The site must be
properly prepared by
the Contractor to
allow truck and crane
access around the
site.
•Access roads?
•Staging areas?
•Crane pads?
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Slide 49
• Avoid Circumstances Requiring Double Handling.
•Must have close access for ease of erection
Installation
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Slide 50
•Plan for crane position
in the design stage
(Tower).
Installation
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Slide 51 Installation
• Anticipate crane size,
reach and erection
sequence to minimize
crane moves and set-
ups.
Sequence
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Slide 52 Design Considerations
•Get a Precaster involved
as early as possible to:
– Provide design &
engineering support.
–Provide value engineering
& cost support.
–Assist in material selection
& aesthetic considerations
–Generally, expedite the
project and save you money.
Early Design Involvement
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Slide 53 Responsibilities
• Engineer of Record (EOR)
– Define system concepts
– Define codes & design criteria
– Lateral stability analysis
• May be assigned to precaster
– Topping/Diaphragm Design
• Precast Engineer
– Individual Component designs
– Connection designs
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Slide 54 Specifications
• Clearly specify the code and code edition for
the project.
• Specify the loads and fire ratings required
• Specify connection forces where they cannot
be determined by the precaster.
• Clearly specify connection finishes required.
• Specify PCI certification.
• Specify the proper Quality Control.
– Structural elements with Arch finishes may
fall under MNL 116 rather than MNL 117.
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Slide 55 Serviceability
•Total Precast Structures are not as heavy as
perceived, perhaps less than 20% additional
weight over composite steel.
•Higher floor dead load can improve vibration
performance over steel–framed floors.
•Total Precast Structures feature “built-in” fire
resistance
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Slide 56 Green Design
• Re-usable Forms– Typically steel forms that are used over and over….
• Recycled Materials – Fly ash, Steel, Recycled aggregate
• Local & Renewable Materials– 85% of precast concrete is made up of naturally occurring and local
materials (sand and stone). Compared to other materials extraction requires low amounts of energy and they go directly into the finished product
• Transported and erected within 200 miles of plant.
• Thermal mass influences:– Heat absorption and loss
– Thermal lag
– Energy consumption
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Slide 57 Benefits
• Long clear spans
• High load capacity
• Fire resistance
• Durability
• Acoustical
performance
• Thermal mass
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Slide 58 Benefits
• Long clear spans
• High load capacity
• Fire resistance
• Durability
• Acoustical
performance
• Thermal mass
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Slide 59 Benefits
• Long clear spans
• High load capacity
• Fire resistance
• Durability
• Acoustical
performance
• Thermal mass
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Slide 60 Benefits
• Long clear spans
• High load capacity
• Fire resistance
• Durability
• Acoustical
performance
• Thermal mass
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Slide 61 Benefits
• Long clear spans
• High load capacity
• Fire resistance
• Durability
• Acoustical
performance
• Thermal mass
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Slide 62 Benefits
• Long clear spans
• High load capacity
• Fire resistance
• Durability
• Acoustical
performance
• Thermal mass
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Slide 63 Benefits
• Single source
• Speed of
construction
• All weather
construction
• Design flexibility
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Slide 64 Benefits
• Single source
• Speed of
construction
• All weather
construction
• Design flexibility
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Slide 65 Benefits
• Single source
• Speed of
construction
• All weather
construction
• Design flexibility
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Slide 66 Benefits
• Single source
• Speed of
construction
• All weather
construction
• Design flexibility
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Slide 67
PCI - Ongoing industry support
•Publications
PCI Design handbooks (6th)
Technical literature
Guide Specifications
PCI JOURNAL
ASCENT
•Website – www.pci.org
Resources
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Slide 68 Resources
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Slide 69 Questions?
This concludes the Presentation on Total Precast Structures and Frames. Thank you for your time!
PCMATexas.org PCI.org
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