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Class Update

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* Concrete Formwork General Requirements for Formwork safe produce the desired shape & surface texture economical Formwork Design will be covered later. – PowerPoint PPT presentation

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Title: Class Update


1
Class Update
  • Exam 2 Schedule Need evening hours (6-8PM).
  • April 13, 14, or 15.
  • Extra Credit Field Trip Bluegrass Army Depot
    April 2nd Afternoon

2
CE 403 Extra Credit Opportunity
  • Groups who volunteer to present on April 22nd
    will receive 4 points added to Exam 1.

3
CE403 Construction Methodology
  • Concrete Construction

4
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5
Concretes Origins
  • 690 B.C. The Assyrians used a mixture of one
    part lime, two parts sand, and four parts
    limestone aggregate to create a crude concrete
    for the Bavian Canal
  • 1824 Joseph Aspdin files a patent in England on
    Portland Cement
  • 1825 Erie Canal, used the first modern concrete
    to be manufactured in the USA

6
Concrete Materials Properties
  • Components
  • Water
  • Cement
  • Aggregate
  • Additives

7
Water
  • Primary reason is to provide the moisture for
    hydration of the portland cement.
  • Hydration is the chemical reaction between the
    cement and the water that produces hardened
    concrete.
  • The heat produced is called the heat of hydration
    exothermic.
  • The desired characteristics are related to the
    water-to-cement ratio
  • (ranges from 0.30 to 0.70 by weight).

8
Portland Cement
9
Aggregates
  • 60 to 80 of the mixture.
  • Free of Fines
  • Angularity increases strength

10
Additives
  • Air-Entraining agents increase resistance to
    freezing and thawing and scaling.
  • Good for pavements.
  • Plasticizers - increase the slump and workability
    of a concrete mix
  • Retarder slow the rate of hardening of concrete.
    Used sometimes to offset high temperatures.
  • Accelerators decrease the setting time and
    increase the high early strength of concrete.
  • Calcium Chloride is most common, and corrosive to
    steel.
  • Pozzolans, i.e. fly ash,
  • Replace some cement in mix
  • increases the workability

11
Distribution of Concrete Construction Costs
  • Formwork
  • Labor Equipment 39
  • Material 10
  • Concrete
  • Labor Equipment 24
  • Material 8
  • Reinforcing Steel
  • Labor Equipment 7
  • Material 12

12
Cast-In-Place Concrete
  • Walls Wall Footings

13
One-way Slabs
  • Advantages
  • Low cost formwork
  • Fast
  • Disadvantages
  • Low shear capacity
  • Low Stiffness (notable deflection)

14
Two-way Slab
  • Advantages
  • Carries heavy loads
  • Attractive exposed ceilings
  • Fast
  • Disadvantages
  • Formwork with panels is expensive

15
Pre-Cast Concrete
  • Subsets pre-stressed, tilt-up, lift slab
  • Applications lots!!
  • Advantages quality control, all-weather
    construction, fast-track concurrency (no
    form-work reqd concrete already cured)
  • Disadvantages fab plant overhead (more cost),
    transport cost, lifting equipment (larger
    cranes), and require economic quantities (need to
    exploit repetition)

16
Precast Beam Shapes
17
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18
Pre-Cast Concrete
  • 3 types of joints (concrete to concrete)
  • Exposed, lapped rebar
  • Dowels, sleeves, grout
  • Topping Slab

19
Prestressed Concrete
  • Concrete in compression state before load is
    applied
  • 2 types
  • Pretensioned
  • Tension cables tensioned in the concrete form
    before concrete is placed
  • After concrete hardens, tensioning devices are
    removed
  • Done in fab shop can be difficult to transport
  • Post tensioned
  • Tension cables tensioned after the concrete
    member has been erected
  • Done in field QC can be challenging

20
Prestressed Concrete Beam
21
Prestressed Concrete
  • Concrete in compression state before load is
    applied
  • 2 types
  • Pretensioned
  • Tension cables tensioned in the concrete form
    before concrete is placed
  • After concrete hardens, tensioning devices are
    removed
  • Done in fab shop can be difficult to transport
  • Post tensioned
  • Tension cables tensioned after the concrete
    member has been erected
  • Done in field QC can be challenging

22
Tilt-Up Construction
  • Vertical wall elements are cast horizontally and
    then tilted into place
  • Advantage save formwork expense
  • Lifting stresses may control geometry of design.

23
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24
Tilt Wall Construction
  • Ideal for projects where time and budget are
    critical
  • Appropriate for large, horizontal projects with
    three stories or less

25
Tilt Wall Construction
  • Engineering Intensive
  • Tilt-up structures require less maintenance
    (mason blocks are likely to crack and leak water)
  • Safer to build more work at grade

26
Lift Slab Construction
  • Floor slabs cast one on atop another
  • Slabs raised with column-mounted jacks.

27
Lift Slab Construction
  • Advantages minimize form costs speed up
    construction
  • 1987 failure LAmbiance Plaza (Connecticut)
  • 28 fatalities
  • Cause column to slab connection

28
Lift Slab Construction
29
Steel Fiber Reinforced Concrete
  • Fiber Content 0.5 to 0.2 by weight
  • Added paste (needs more cement and sand) needed
    to coat fibers
  • Advantages resistance to impact, cracking,
    thermal shock, and fatigue
  • Applications cavitations exposures (foot of dam,
    tunnel lining)
  • Problems loose fibers

30
Roller-Compacted Concrete
  • Zero slump concrete mix placed with earthmoving
    and compaction concrete (pretty crude no great
    tolerances)
  • Applications dams and pavement
  • Advantages no forming/finishing, fast
    construction, economical

31
Transporting Handling
  • Equipment commonly used
  • Wheelbarrows,
  • small amounts max distance 200
  • Buckets
  • good for low slump
  • Buggies,
  • Manual or powered
  • Powered can carry up to 14 cf traverse up to
    1000
  • Chutes, Swivel over large area
  • Conveyors,
  • Horz. or Vert. optimum slump 2.5 to 3
  • Pumps,
  • can move material up to 5000 horizontally and
    1000 vertically

32
Placing Consolidating
  • The movement of plastic concrete into its final
    position is called PLACING. NOT POURING
  • Avoid Segregation when handling.
  • Height of free fall should be limited to 5ft.
  • Forms should be clean tight, and the interior
    of forms should be oiled or coated with a parting
    agent for later form stripping.
  • When placed directly on the subgrade, the
    subgrade should be moistened, or provided with a
    moisture barrier.

33
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34
Finishing Curing
  • Finishing - bringing the surface to its final
    position and imparting the desired surface
    texture.
  • Screeding - striking off the concrete to get the
    right grade, or elevation.
  • Floating - smoothing the concrete and compacting
    the surface.
  • Troweling - to create a smooth dense surface.
  • Brooming - to create a skid-resistant surface.
  • Curing - adequate moisture favorable
    temperature.

35
Concrete Formwork
  • General Requirements for Formwork
  • safe
  • produce the desired shape surface texture
  • economical
  • Formwork Design will be covered later.

36
Slab-On-Grade Bulkhead
37
Typical Wall Form
38
Gang Forms
  • AKA prefabricated forms

39
TypicalForm Ties
40
Maturity Method
41
Maturity Method
Calibrate Mixture
42
Maturity Method
43
Reinforcing Steel, ReBar
Also welded wire fabric and spirals
44
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