o03 Falsework Formwork - oregon.gov · Falsework & Formwork Section 3.1 January, 2018 2 Falsework...
Transcript of o03 Falsework Formwork - oregon.gov · Falsework & Formwork Section 3.1 January, 2018 2 Falsework...
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Falsework & Formwork Section 3.1
January, 2018 1
Falsework & FormworkSection 3
Falsework Construction00540.42
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Falsework & Formwork Section 3.1
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Falsework
Temporary construction used to support the permanent structure until it becomes self supporting.
Falsework must support the weight of the Forms, Fresh concrete, and Construction equipment.
All falsework to be in accordance with the contractor’s reviewed falsework plans.
Falsework Construction00540.42
• Construct per AASHTO Construction Handbook for Bridge Temporary Works
• Do not place concrete until the falsework design engineer inspects work.
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Falsework
Falsework Foundations
Piling is often used.
The inspector should verify that bearing has been reached.
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Falsework Foundations
Mudsills may be used with the approval of the engineer.
Watch for excessive settlement.
Falsework Foundations
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Falsework
Support System:
• Rigid vertical posts and diagonal braces
• Secure fasteners
Look for items not matching the approved falsework plans.
Vertical 4x4’s?
Falsework
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Falsework & Formwork Section 3.1
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Vertical 4x4 supports?
Falsework EOR site visit before placing concrete
Falsework
Wedges Under Beam
Hardwood wedges
Used in pairs with only one additional block allowed
Toenail after adjustment
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Pier Falsework
Falsework Bent
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Falsework Footings
Set Telltales from Deck Forms to Ground
Near Interior Falsework Bents To Measure Settlement
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Telltale from Deck Forms to Ground
Mark Before & After Pour To Determine The Total Settlement & Crush
Compare To EOR’s Estimate
Deck Falsework
Deck overhang brackets – they are designed to support the cantilevered deck overhangs.
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Deck Falsework
Deck Falsework
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Deck Falsework
Falsework
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Screwjacks
Adjusted to Grade with Uniform Bearing
Case StudyHwy 149 @ Hwy 70, Oroville, CA
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Falsework
Cable removed.
Thoughts?
Falsework Collapse
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Falsework Collapse
Hwy 149 @ Hwy 70, Oroville, CA
July 30, 2007
Fatalities: 0
Injuries: 2
Hwy 149 @ Hwy 70
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Hwy 149 @ Hwy 70
Hwy 149 @ Hwy 70
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Causes
• Falsework erection plan not followed by
Contractor.
• Contractor told Inspector they would be working several spans away from this area.
• Cable bracing for falsework removed without permission from engineer.
Formwork Construction00540.45
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Pier Formwork
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Formwork Construction
• Check forms for correct dimensions and shapes.
• Forms to be mortar tight.
• Internal tie rods or snap-ties have 1” recess (2” within 25 miles of ocean).
2x4 Imprint On Outside Of Exterior Stemwall?
Any Shape Inside The Forms Will Not Be Poured Concrete
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Deck Forms Against Stemwall
Overhang of Deck Forms?
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Nylon Mesh to Make Forms Mortar Tight?
Nylon Mesh?
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Gap Under Plywood?
Excess Foam?
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Support at Hole?
Drip Strip Nailed Sideways on Form? Note Clearance, Too.
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Chamfer Strip on Beam?
Form Construction00540.45
• Provide a ¾″ chamfer on all exposed concrete edges.
• Apply form release oil.
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Chamfer Strips on Exposed Edges
Chamfer Strips on Exposed Edges
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Abutment & Retaining Wall With Chamfers
Wingwall With vs. Deck Without Chamfers
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“E” Beam Without Chamfers @ Shear Block
Top Of Wingwall Spalling
Is There Preformed Joint Material?
No Chamfers
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Chamfer @ Wingwall
Abutment with Chamfers At Cold Joint?
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Form Construction Cont’d
• Remove sawdust, dirt, excess water and other foreign materials prior to placement.
• Saturate with water immediately before placement and keep damp during placement.
Debris at Abutment Cold Joint
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Debris Between Beam & Deck
Look for Good Lines and Shapes
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Shape of Collar?
Collar Shape
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Odd Lines?
Access for Inspection
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Inspection Facilities(00150.20 (b))
The Contractor shall furnish walkways, railings, ladders, tunnels, platforms and other facilities necessary to permit The Engineer to have safe access to the Work to be inspected.
Safe Access?
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Safe Access?
Safe Access?
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Protected Access to Deck
Stairway Access
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Ladder Access
Ladder Supported
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Abutment Access
Work Platform for Abutment
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Check Form Placement(Are Forms Squared Up?)
Pythagorean Theorem
a2 + b2 = c2a
b
c
c = a2 + b2
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Footing Example
32 + 42 = c23
4
c
c = 9 + 16
c = 32 + 42
c = 5
Footing Exercise
A footing is 6′ wide by
8′ long. What is the
diagonal distance “c”? 6
8
c
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Footing Exercise Key
62 + 82 = c26
8
c
c = 36 + 64
c = 62 + 82
c = 10
Similar Triangles
10
3
4
5
8
6
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Right Triangle Exercise
Law of Sines
Sin A Sin B Sin CB
CA
a
b
c= =
a b c
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Law of Cosines
c2 = a2 + b2 – 2abCosCB
CA
a
b
c
Other Types of Checks
• Measure Chord Distances (Bent Checks)
• Measure Middle Ordinates (Edge of Deck Checks)
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Bridge In 10° Curve(How To Check Forms Are
Positioned Correctly?)
Rebar and stem wall layout marked on bottom slab forms.
Bottom Slab Form of PT Box
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Curve Data
Curve Data
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Curve Data
Curve Defined As D = 1°
D=
L
100′
360°
1°=
2πR
100′
▲
R = 5,729.578′
Curve Data▲ / L = D / 100ft
▲ = The Subtended Angle Of The CurveD = Degree Of Curve
(Subtended Angle Of 100′ Of Arc)L = Length Of CurveR = Radius Of Curve
▲ = D(L) / 100ft
R = 5,729.578 / D
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Trig Functions
Sin ▲ = O / H
Cos ▲ = A / H
Tan ▲ = O / A
O
HA
▲
Check Chord Distance
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Chord Distance
Sin(½ ▲) = ½ C / R
R Sin(½ ▲) = ½ C
2R Sin(½ ▲) = C
Chord Distance = 2R Sin(½ ▲)
½ C
R▲
2
Chord Distance Example
D = 10° Bent 1 @ 10+00
Bent 2 @ 12+00
What is the chord distance between Bents 1&2?
L = (12+00)-(10+00) = 200ft
▲= D(L)/100ft = 10°(200ft)/100ft = 20°
R= 5,729.578 / D = 5,729.578 / 10° = 572.958ft
C = 2R Sin(1/2 ▲)
C = 2(572.958ft)Sin(1/2(20°)) = 198.99ft
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Chord Distance Exercise
D = 5°
Bent 1 @ 10+00
Bent 2 @ 11+50
What is C?
Chord Distance Exercise Key
D = 5°
Bent 1 @ 10+00
Bent 2 @ 11+50
L = (11+50)-(10+00) = 150ft
▲= D(L)/100ft = 5° (150ft)/100ft = 7.5°
R= 5,729.578 / D = 5,729.578 / 5° = 1,145.916ft
C = 2(1,145.916ft)Sin(1/2(7.5°)) = 149.89ft
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Middle Ordinate Check
Curve Data
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Middle Ordinate Distance
Cos(½ ▲) = A / R
A = R(Cos(½ ▲))
M = R - A
M = R - R(Cos(½ ▲))
Middle Ordinate = R(1 - Cos(½ ▲))
½ C
R▲
2
R
M
A
Middle Ordinate Example
M = R(1 - Cos(1/2 ▲))
Example: D = 10o Bent 1 @ 10+00
Bent 2 @ 12+00
L = (12+00)-(10+00) = 200ft
▲= D(L)/100ft = 10° (200ft)/100ft = 20°
R= 5,729.578 / D = 5,729.578 / 10° = 572.958ft
M = 572.958ft(1 - Cos(1/2(20°)) = 8.70ft
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Middle Ordinate Exercise
D = 5o
Bent 1 @ 10+00
Bent 2 @ 11+50
What is M?
Middle Ordinate Exercise Key
D = 5°
Bent 1 @ 10+00
Bent 2 @ 11+50
L = (11+50)-(10+00) = 150ft
▲= D(L)/100ft = 5°(150ft)/100ft = 7.5°
R= 5,729.578 / D = 5,729.578 / 5 °= 1,145.916ft
M = 1,145.916ft(1 - Cos(1/2(7.5°)) = 2.45ft
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Form & Falsework Removal
Form & Falsework Removal
• No forms or falsework may be removed until approved by the Engineer.
• All forms and falsework must eventually be removed unless there is no permanent access, e.g., box girder bridge.
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Field Cured Cylinders (00540.52)
• Need to verify strength
• In like conditions or worse
• Coolers are for Lab cured cylinders
Table 00540-1
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Form Removal & Loading Exercise
Situation: Crossbeam poured @ 4 p.m. the day before with 4,000 psi concrete.
Can side forms be removed at 6 a.m. the next day? _______
What is the minimum concrete strength to remove the bottom forms? _______
7 days later concrete strength is 3,000 psi and the contractor wants to set girders on top of the crossbeam. Is this acceptable? _______
Form Removal & Loading Exercise KeySituation: Crossbeam poured @ 4 p.m. the day before
with 3,000 psi concrete.
Can side forms be removed at 6 a.m. the next day?No
What is the minimum concrete strength to remove the bottom forms?
3,200 psi
7 days later concrete strength is 3,000 psi and the contractor wants to set girders on top of the crossbeam. Is this acceptable?
No