precast concrete connections - us practice · precast concrete connections - us practice. speakers...
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PRECAST CONCRETE CONNECTIONS -
US PRACTICE
SPEAKERS
Larbi Sennour, PhD, SE
President – Consulting Engineers Group, Inc.
Precast Connections
3 General Types
•Wet Connections
•Semi Dry
•Dry
Wet System - Definition
P/CP/C
PIP
SPLICED REINFORCING
Wet System - Connection
Wet System - Connection
Semi Dry System - Definition
P/CP/C
PIP
SPLICED REINFORCING
CAVITY IN PRECAST
Semi Dry - Definition
•Emulation of CIP
•Forming using precast
•Self supported
•Cast in-situ
Semi Dry– Beam/Column Joint
AREA THAT CAN BE USED FOR MOMENT FRAME ANALYSIS
BEAMTROUGH
COLUMNSHEAR KEY
Semi Dry– Beam/Column Joint
SLIM SLEEVE SLIM SLEEVE
Semi Dry– Beam/Column Joint
SLIM SLEEVE
Semi Dry– Beam/Column Joint
MOMENTS SHEAR TENSION/COMP.
Semi Dry– Beam/Column Joint
SLIM SLEEVE
Dry System - Definition
P/CP/C
MECHANICAL CONNECTION
Dry System - Definition
•Spliced
•Sleeved
•Welded
•Bolted
Dry – Spliced
Procedure
• Cast splice sleeve with precast
• Cast bar in foundation at proper location
• Erect precast element with projected bar in the sleeve
• Pump grout from bottom port to upper port
Spliced - Example
Spliced - Design
Design considerations• Fully emulates CIP
• Develops 150% fy
• Tested for cyclic loading
• Same design and requirements as CIP
• Used in all seismic zones
Spliced - Design
Tu MuCu
2)2.09.0( DL
DSu
u
PS
d
MT
PDL
d
Moment Resistance
Spliced - Design
Design Spectrum Used in the US
Period T
To 1.0Ts TL
SD1
SDS
T
SS D
a1
2
1
T
TSS LD
a
Spliced - Design
Vu
Vu £ mj(As fy + PDL )
PDL
Moment Resistance
m – Shear Friction Coefficientf – Shear Strength Reduction Factor
Spliced - Architectural Wall
Spliced - Architectural Wall
Spliced - Architectural Wall
Spliced - Architectural Wall
Spliced - Architectural Wall
Spliced - Architectural Wall
Spliced - Framing
Dry – Sleeved
Principal
Dry – Sleeved
Procedure
• Cast rebar spliced or extend bar in precast element
• Cast bar sleeve in connecting member or core drill
• Fill sleeve with grout
• Erect Panel
Dry – Sleeved
Dry – Bolted
Procedure
• Base plate is cast into precast element
• Base plate is anchored to develop tension force
• Bolts are cast into the lower element
• Connection is achieved by bolting
Dry – Bolted
Limited Fixity
• Can be modeled by calculating the rotation stiffness
• Depends on soil capacity
• Usually assumed pinned except for erection as semi fixed.
Dry – Welded
Dry – Welded
Transfer shear to increase capacity
Transfer diaphragm loads to walls
Transfer loads to each other and foundations
Dry – Welded - Analysis
Diaphragm Shear Out of plane lateral loads
Dry – Welded - Analysis
Diaphragmshear
Out of plane lateral loads
Uplift tension or compression from overturning moment
Dry – Welded - Analysis
Horizontal shear also known as VQ/I
Connections - Resources
Resources for Welded Connections
• PCI Design handbook 7th Edition – Has the theoretical background on the macro level
• PCI Connections Manual – Has the design example of almost every type. Deals with the practical aspect of design
• fib Connections – Has the theory for connection behavior down to the micro level
CONNECTION DESIGN METHODOLOGY
Shear friction
•Shear Friction
•Dowel Effect
•Combination
s
w
c
s s
Strut & tie models
DESIGN & MODELING
Design assumptions
• Design for worst case scenario
• Satisfy load resistance in all its aspects
• Limit displacements and allow movements
Modeling
• Determine and use actual Behavior
• Testing results if available should be incorporated
Remember:You assumptions should always reflect a conservative behavior to give you a reasonable factor of safety.
DESIGN ASSUMPTIONS
DesignAssumption
ACTUAL BEHAVIOR
Actual Behavior
Determine the spring constant – K factor
TYPICAL HARDWARE USED IN THE US PRACTICE
Hardware
• Steel
• Shapes – A36
• Plate – A283
• Tubes – A500
• Stainless – A666 Type 304
• Governed by AISC
• Anchors
• Provide anchorage into concrete
• Headed studs – HCA
• Deformed bar anchors – DBA
• Rebar
• Governed by ACI 318 Appendix D
• Also PCI Design Handbook
Hardware
Headed Concrete Anchors
• Specify AWS D1.1 Type A or B
• Automatic welding process• Can be stick welded
• Shallow anchorage• 100mm, 150mm common• 200mm maximum length
• Diameters 6mm to 20mm• 12mm most common
• Failure modes
• Steel yield
• Concrete breakout
• Supplemental reinforcement
• Enhances performance
Headed Concrete Anchors
Deformed Bar Anchors
• Similar to short lengths of rebar
• AWS D1.1 Type C
• Weldable
• Automatic weld process or stick weld
• Deeper anchorage into concrete
• Rebar – A706 is weldable
• A615 can be welded – have to know chemistry
Hardware
• Bearing Pads
• Chloroprene
• AASHTO grade
• Random Oriented Fiber
• No ASTM
• Reinforced Cotton Duck
• AASHTO
Hardware
• Shims
• Generally High Density Plastic
• No ASTM
• Thicknesses 1.5 to 12mm
• Slide bearings
• Steel
• Add if stack > 40 to 50mm
• Tack weld
Hardware
• Bolts
• Generally A307
• Not well defined mechanical properties
• A36 Threaded rod
• Better mechanical properties
• Used in sliding connections
• Snug tight
• Upset threads
• Be careful with tack welds
Bolts
• Sliding connections
• Volume change
• Drift
• Field tolerances
• Slotted holes
• Oversize holes
Bolts
• A325 Bolts – high strength bolts
• Generally used in structural steel construction
• Generally pretensioned in steel construction
• Rarely used in precast connections
Hardware
• Welding
• AWS D1.1 Structural Welding Code
• AWS D1.4 Structural Welding Code – Reinforcement
• Weld types
• Matching metals
Welding
• Low hydrogen weld rod
• Sensitive to moisture
• Ovens on site
• E7018 – common weld rod
Welding
• AWS D1.1 Environmental conditions
• No welding if
• Rain or surface moisture
• High wind velocities
• Inclement conditions
• Preheat below 32°F
• Lehigh Welding Study
• Surface moisture driven off by weld heat
• Acceptable profiles to 35 mph wind
• No preheat to 0°F
Proprietary Inserts
Post-installed Anchors
• Expansion bolts
• Depend on mechanical action
• Design by ACI 318 Appendix D
• Requires qualification by ACI 355.2
Post-installed Anchors
• Adhesive anchors
• Depend on chemical bond
• Currently depend on Manufacturers
• ACI 318-11 added adhesive anchors
• Will be Qualification standard
• Will be certified installer program
• Will be inspection requirements
Adhesive Anchors
• Fire resistance
• Overhead installations
• Resin creep with sustained loads
• Age of concrete
Connections - Summary
Summary
• Wet connections are mostly based on emulation –very useful for moment connections and splicing
• Semi dry connections are also based on emulation but eliminate the need for forming
• Dry connections are the most widely used connections. They have limited capacity on multidirectional force systems
THANKS to the SPONSORS and the AUDIENCE
QUESTIONS?