Upload
truongthu
View
217
Download
0
Embed Size (px)
Citation preview
QuakeWrap’s PileMedic System November 30, 2010
Page 1
PileMedic™ for Repair and Strengthening PileMedic™ for Repair and Strengthening of Columns & Underwater Pilesof Columns & Underwater Piles
Mo Ehsani, Ph.D., P.E., S.E.Mo Ehsani, Ph.D., P.E., S.E.President, QuakeWrap, Inc., and President, QuakeWrap, Inc., and
Professor Emeritus of Civil Engineering, Univ. of Arizona Professor Emeritus of Civil Engineering, Univ. of Arizona
November 2010November 2010
2
How can we fix these piers in a How can we fix these piers in a day while maintaining traffic?day while maintaining traffic?
3
Why Repair/Strengthen?Why Repair/Strengthen?
� Carry larger loads� Correct construction errors/omissions� Replace deteriorated materials
(steel, concrete, etc. ) � Accidental damage (e.g. truck hitting a girder)� Comply with new code requirements
(e.g. ties for confining R/C columns)� Blast Protection
History & Background of FRPHistory & Background of FRP
Corvette C1 - 1953
100% FRP Hull
5
FRP ProductsFRP ProductsFiber Reinforced Polymer (FRP) Fiber Reinforced Polymer (FRP)
Polymer Resin Matrix
Reinforcing Fiber(Glass, Carbon, Kevlar, etc.) Interphase
Coupling Agent
Why is it called FRP? It is a Polymer (i.e. epoxy, vinyl ester, etc.) that hasbeen reinforced with a Fiber (e.g. carbon, glass, etc.)
FRP does not have the same strength in all directions; these types of materials are called anisotropic
QuakeWrap’s PileMedic System November 30, 2010
Page 2
7
FRP Version 1.0 Introduced March 1990FRP Version 1.0 Introduced March 1990
8
History of FRP in Repair & RetrofitHistory of FRP in Repair & Retrofit
� 1988-89 Beams
� 1990 Columns
� 1993-94 Masonry Walls
� 1997-98 PCCP (Large Dia. Pipes)
� 2004-05 Blast Mitigation
� 2009-10 SuperLaminate
Original Concept DemonstrationOriginal Concept Demonstration
9
Blast ProtectionBlast Protection
10
11
Fort Bragg, N.C.Fort Bragg, N.C. Wet Layup Process: Wet Layup Process: Saturation of FabricSaturation of Fabric
12
QuakeWrap’s PileMedic System November 30, 2010
Page 3
13
Sample QuakeWrapSample QuakeWrap®® ProjectsProjects
Testing + R&D Condo, FL Chimney, AL
Bridge, NM Museum, CA Bldg, PR
Bridge, IN Pipe, Costa Rica Bldg, AK 14
Advantages of Advantages of FRPFRP
� High Tensile Strength (3-5 times stronger than Steel)
� Low Weight (no foundation adjustments required)
� Anisotropic (strength depends on fiber orientation)
� Corrosion Resistance & Acid Protection
� Waterproof
� Excellent Fatigue Behavior
� Speed of Construction
� Versatility
� Odorless & Non-Toxic (QuakeWrap Products)
� Low Cost
15
Applications of Applications of FRPFRP
� Tension Reinforcement -- recall that shear is resisted as diagonal tension
� Confinement
� Water & Chemical Resistance Barrier
� Corrosion Protection through Closure Against Oxygen Penetration – recall that O2 is the fuel for corrosion process
16
R/C ColumnsR/C Columns
17
Failure of R/C ColumnsFailure of R/C Columns
18
Concrete Confined with Concrete Confined with QuakeWrap™QuakeWrap™
Confined
Strain (%)0 0.2 0.4 0.6 0.8 1.0
Str
ess
f’cUnconfined
QuakeWrap’s PileMedic System November 30, 2010
Page 4
19
Retrofit of R/C Columns with Retrofit of R/C Columns with Steel JacketsSteel Jackets
Southern California
20
Retrofit of Columns with Retrofit of Columns with QuakeWrapQuakeWrap™™
Shear/ConfinementReinforcement
Flexural Reinforcement
21
Testing of Control Column Testing of Control Column SpecimenSpecimen
22
Control Specimen Repaired & Control Specimen Repaired & ReRe--TestedTested
23
Testing of Retrofitted Companion Testing of Retrofitted Companion SpecimenSpecimen
24
Comparison of Column Comparison of Column SpecimensSpecimens
Retrofitted Companion
Control
Control: Repaired & Re-Tested
QuakeWrap’s PileMedic System November 30, 2010
Page 5
25
Corroded Bridge ColumnCorroded Bridge ColumnIndiana Project BIndiana Project B--2819828198
26
Oklahoma City Project IMOklahoma City Project IM--4040--4(354)1514(354)151
3-ft Diameter
x
35-ft Columns
27
Oklahoma City Project IMOklahoma City Project IM--4040--4(354)1514(354)151
3-ft Diameter
x
35-ft Columns
Bay View Drive BridgeBay View Drive BridgeFt. Lauderdale, FLFt. Lauderdale, FL
28
29
History of FRP in Repair & RetrofitHistory of FRP in Repair & Retrofit
� 1988-89 Beams
� 1990 Columns
� 1993-94 Masonry Walls
� 1997-98 PCCP (Large Dia. Pipes)
� 2004-05 Blast Mitigation
� 2009-10 SuperLaminate
Sandwich Construction of PipeMedic™ Sandwich Construction of PipeMedic™ Laminates (Patent Pending)Laminates (Patent Pending)
30
�� MultiMulti--Axial ReinforcementAxial Reinforcement�� Thickness ≈ 0.01 Thickness ≈ 0.01 --0.025 inch0.025 inch�� Tensile Strength ≈ up to 155,000 psiTensile Strength ≈ up to 155,000 psi�� Infinite combinations of strengthInfinite combinations of strength
& stiffness can be produced& stiffness can be produced�� ISO 9000 CertifiedISO 9000 Certified
QuakeWrap’s PileMedic System November 30, 2010
Page 6
31
FRP Version 1.0 …FRP Version 1.0 …Rewriting the story 20 years later Rewriting the story 20 years later
FRP Version 2.0FRP Version 2.0 Advantages of SuperLaminatesAdvantages of SuperLaminates
� Laminates manufactured in plant
� Significantly reduces construction time
� Improves quality; stronger than wet layup
� Material properties known in advance
� Less dependent on experience of field crew
� Local contractors can be easily trained/certified
� Offers solutions which are impossible with wet layup
33
Confinement of Square Columns Confinement of Square Columns with SuperLaminates™with SuperLaminates™
�Structural Shell
�No Finished SurfaceRequired
�Circular or SquareColumns
Retrofit of Steel ColumnsRetrofit of Steel Columnsin existing framein existing frame
� Wrap laminate in a cylindrical shape around column
� Secure the top end
� Fill annular space with concrete or grout
� Can construct a composite steel-concrete column
� Increase axial & buckling load for column
34
35
Concrete Confined with Concrete Confined with PileMedic™ PileMedic™
Confined in PileMedic™
Strain (%)0 0.2 0.4 0.6 0.8 1.0
Str
ess
f’cUnconfined or cast in a jacket with seams
36
Effect of Confining Pressure on Effect of Confining Pressure on Concrete StrengthConcrete Strength
Assume:
concrete cylinder with 100 in2 of area
Compressive strength of concrete (f’c) = 5000 psi
Strength of cylinder = 5000 x 100 = 500,000 pounds (or 500 kips)
Now assume cylinder is confined with PileMedic™:
Confining pressure = 800 psi
f’cc = 5000 + (4.1 x 800) = 8280 psi
Strength of cylinder = 8280 x 100 = 828 kips
The 328 kips gain in strength is due to confinement effect!
QuakeWrap’s PileMedic System November 30, 2010
Page 7
Repair of CorrosionRepair of Corrosion--Damaged Damaged Steel ColumnsSteel Columns
37 38
Repair of Corroded Bridge PilesRepair of Corroded Bridge Piles
Current Pile Repair SystemCurrent Pile Repair System
39 40
PileMedic™ for Encapsulation of PileMedic™ for Encapsulation of Underwater Piles …Underwater Piles …The Jacket that Fits All!The Jacket that Fits All!
Conventional vs. PileMedic™ Conventional vs. PileMedic™ Jacket Jacket
41
Pile Jacket Systems Available to DatePile Jacket Systems Available to Date
42
QuakeWrap’s PileMedic System November 30, 2010
Page 8
Comparison of Tensile Strength with Comparison of Tensile Strength with Conventional JacketsConventional Jackets
43
0 40000 80000 120000 160000
BASF APE Jacket
Denso Sea Shield 400
Fox Indust. FX-70
Five Star Rock Water
MFG FRP Pile Sleeves
Five Star PileForm F
Tensile Strength, psi0 40000 80000 120000 160000
BASF APE Jacket
Denso Sea Shield 400
Fox Indust. FX-70
Five Star Rock Water
MFG FRP Pile Sleeves
File Star PileForm F
PileMedic PLG60.60
PileMedic PLC100.60
PileMedic PLC150.10
Tensile Strength, psi
44
Design ExampleDesign Example
490
0
600
1200
1800
Pile
490
865
0
600
1200
1800
Pile Ordinary Jacket
Design Data:
� 12x12 inch pile
� f’c = 4000 psi
� Ignore reinforcing steel
� Pn = 0.85 f’c (12x12) = 490 kips
Encapsulated Pile:
� 18 inch diameter
� Fill with 4000 psi grout
490
865
1639
0
600
1200
1800
Pile Ordinary Jacket PileMedic
774 k due to
confinement
18”
12”
12”
Same pile encapsulated in PileMedic™, Pn = 1639 kips
45
Advantages of Repair Using PileMedic™ Advantages of Repair Using PileMedic™
� 3-4 times stronger than steel
� No weak seams along the sides
� Provides structural confinement
� Increases axial capacity beyond original strength
� Does not corrode
� No metallic bolts or straps
� Grout can be pressurized to fill all voids and cracks
� No custom manufacturing – one size fits all
� Wraps directly on pile > Small annular space
� Available in carbon or glass
� Aesthetically pleasing
� Limited use or no need for costly divers
Repair of Underwater PilesRepair of Underwater Piles
46
47
Utility Pole RepairUtility Pole Repair
48
Pressurized Injection of Resin into Pressurized Injection of Resin into Wooden Utility PoleWooden Utility Pole
The resin fills all crevices & cracks!!
QuakeWrap’s PileMedic System November 30, 2010
Page 9
� Fills all voids & crevices in wood
� Strengthens pole beyond original capacity
� Maintains the shape of pole
� Prevents against future decay of wood
� Easily installed by utility company crew
� Ideal for strengthening or emergency repairs
� Green Technology
49
Advantages of Repair of Utility Poles Advantages of Repair of Utility Poles with PileMedic™with PileMedic™
50
Back to the bridge piers ….Back to the bridge piers ….
� Trenchless (No excavation)
� A 24-inch (600 mm) access is sufficient
� Non-Toxic & No VOC Chemicals
� Light-Weight Materials > Easy Shipping
� Fast Construction w/ Small Crew
Green Sustainable Green Sustainable TechnologyTechnology
5152
Thank you for your Attention!Thank you for your Attention!
Questions?
www.QuakeWrap.com
Email: [email protected]
Toll Free: (866) QuakeWrap[782-5397]