Title: Concrete
1Concrete
2Major Topics
- History
- Uses
- Materials Used To Make Concrete
- Cement
- Aggregate
- Water
- Admixture
3Major Topics cont
- Testing
- Slump Test
- Compressive Strength Test
- Air Content Test
- Strength
- Placing
4Major Topics cont
- Transporting
- Curing
- Finishing
- Reinforced Concrete
- Pre-cast Concrete
- Pre-Stressed Concrete
5Concrete History Facts
The History of Concrete Textual
Noteworthy The Hoover Dam, outside Las Vegas,
Nevada, was built in 1936. 3 ¼ million cubic
yards of concrete were used to construct it.
6Concrete Resources
Concrete Admixtures - The Concrete Network
7Uses
- Foundations and Driveways
- Architectural Details
- CMU (Concrete Masonry Units)
- Concrete Roofing (Arches Domes)
- Columns, Piers, Caissons
- Walls and Beams
- Bridges
8Materials Used to Make Concrete
- Portland Cement 5 types
- Should conform to ASTM C150
- Type 1 standard widely used columns, floor
slabs, beams - Type 2 has a lower heat of hydration used in
massive pours e.g. Dam construction - Type 3 high early strength suitable for cold
weather - Type 4 termed low heat used in massive pours
to diminish cracking - Type 5 sulfate resistant used in sewage
treatment plants concrete drainage structures
9Air-Entraining Portland Cement
- Produces billions of tiny bubbles
- Greatly reduce segregation of mix
- Less water needed to produce a workable mix
- Has a better resistance to freezing and thawing
- Classified as Type 1A, 2A, 3A
10Aggregate
- 2 classes
- Fine sand lt 3/8 large
- Coarse gravel or crushed stone
- Grading should conform to ASTM C33
- Sieve analysis test (ASTM C136) and analyses for
organic impurities (ASTM C40) often done - Represent 60-80 of the concrete volume
115 Aggregate Types
- Natural sand and gravel
- By-Product blast-furnace slag or cinders
- Lightweight materials heated and forced to
expand by the gas in them - Vermiculite a type of mica that will greatly
expand - Perlite a type of volcanic rock which expands
12The Critical Role of Water in Mix
- Hydration chemical reaction caused by mixing
the water with cement - Too much prevents proper setting
- Laitance (bleeding) white scum or light streaks
on the surface of concrete which are very
susceptible to failure - Too little prevents complete chemical
reaction from occurring
13Proportioning of Mix
- 1 2 4 concrete consisting of
- 1 volume of cement
- 2 volumes of fine aggregate
- 4 volumes of coarse aggregate
- Emphasis now on Water-Cement ratio methods of
proportioning
14Typical Design Mix (Yield 1 cu.yd. of 3,000 psi
of Concrete)
- 517 lb. of cement (5 ½ sacks)
- 1,300 lb. of sand
- 1, 800 lb. of gravel
- 34 gal. of water (6.2 gal. per sack)
Data from Architectural Graphics Standards,
2000
15Admixtures
- Materials added into the standard concrete
mixture for the purpose of controlling,
modifying, or impacting some particular property
of the concrete mix. - Properties affected may include
- Retarding or accelerating the time of set
- Accelerating of early strength
16Admixtures cont
- Increase in durability to exposure to the
elements - Reduction in permeability to liquids
- Improvement of workability
- Reduction of heat of hydration
- Antibacterial properties of cement
- Coloring of concrete
- Modification in rate of bleeding
17Testing of Concrete May Include
- Slump Test ASTM C143
- Determines the consistency and workability
- Compressive (Cylinder) Strength ASTM C192
- Determines the compressive unit strength of
trial batches - Air Content
18Slump Test
Concrete sample is placed into a 12 sheet
metal cone using 3 equal volumes. Each layer is
tamped 25 times with a bullet-nosed 5/8 by 24
rod. Last layer is leveled off with the top of
the cone. Cone is removed The vertical
distance from the top of the metal cone to the
concrete is measured
19Compressive Strength Test
- Comply with ASTM C39
- Basic steps
- of samples taken vary (no less than 3)
- 3 layers of concrete placed in a cardboard
cylinder 6 in diameter and 12 high. - Each layer is rodded 25 times with a 5/8 steel
rod - Samples are cured under controlled conditions
- Test ages vary but usually done after 7, 14, and
28 days - Sample removed from cardboard and placed in
testing apparatus which exerts force by
compressing the sample until it fails (breaks)
20Strength of Concrete
- Stated as the minimum compressive strength at 28
days of age - Design strength
- Typical residential 2,500 4,000 psi
- Pre- or Post tensioned typically 5,000 7,000
psi - 10,000 12,000 psi used in columns for high-
rise buildings
21Placing Concrete
- Temperature
- Optimum temperature for curing is 73 degrees F
may have problems curing if temperature below 40
degrees F - Forms
- Wood and metal commonly used (reused)
- Clean and sufficiently braced to withstand the
forces of the concrete being placed - Concrete weighs 135 165 pcf if lightweight
then 85 115 pcf often in estimating the figure
150 pcf is used
22Placing Concrete cont
- Free falling distance should not exceed 4-5 feet
due to the threat of segregation of aggregates
occurring
23Transporting Concrete
- Method selected depends on quantity, job layout,
and equipment available - Chutes
- Wheelbarrows/Buggies
- Buckets
- Conveyors
- Pumps
24Curing
- Proper curing is essential to obtain design
strength - Key factor the longer the water is retained in
the mix the longer the reaction occurs better
strength
25Evaporation of Water Reduced by
- Cover with
- Wet burlap or mats
- Waterproof paper
- Plastic sheeting
- Spray with curing compound
- Leave concrete in forms longer
26Joints
- 3 types
- Isolation (expansion) allow movement between
slab and fixed parts of building - Contraction (control) induce cracking at
pre-selected locations - Construction provide stopping places between
pours - Materials used
- Rubber/plastic
- Vinyl, neoprene, polyurethane foams
- Metal/wood/cork strips
27Finishing
- Screeds used to level the concrete placed in
the forms - Consolidation may be accomplished by hand
tamping and rodding or using mechanical vibration
- Floating done while mix still in plastic state
provides a smooth surface
28Finishing cont
- Final stage may include
- Incorporation of materials for toppings (adjust
the look) - Non-slip finish use broom to rough-up the
surface - Patterns accomplished by pressing form patterns
into surface
29Reinforced Concrete
- Concrete has good compression strength but little
tensile strength - Steel excels in tensile strength and also expands
and contracts at rates similar to concrete - Steel and concrete compliment each other as a
unit
30Reinforcing Steel Rebar
- Manufactured as round rods with raised
deformations for adhesion and resistance to slip
in the concrete - Sizes available from 3 to 18 the size is the
diameter in eighths of an inch - Galvanized and epoxy coatings often used in
corrosive environments (parking structures
bridge decks where deicing agents used)
31Reinforcing Bar
- Placement, size, spacing, and number of bars used
vary according to the specific project - Markings on bars include
- Symbol of producing mill
- Bar size
- Type steel used
- Grades (yield ultimate strength grades of 40,
50, 60, 75 common)
32Welded Wire Reinforcing
- Also may be used as a reinforcement in concrete
- 2 sets of wires are welded at intersections to
forms squares/rectangles of a wire mesh
33Pre-Cast Concrete
- Individual concrete members of various types cast
in separate forms before placement (may be at job
site or another location) - Walls and partitions are often made of pre-cast
units
34Pre-Stressed Concrete
- Concrete which is subjected to compressive
stresses by inducing tensile stresses in the
reinforcement - Attributes
- Concrete strength is usually 5,000 psi at 28 days
and at least 3,000 psi at the time of
pre-stressing. - Use hardrock aggregate or light weight concrete
- Low slump controlled mix is required to reduce
shrinkage
35Advantages of Pre-Stressed Concrete
- Smaller dimensions of members for the same
loading conditions, which may increase clearances
(longer spans) or reduce story heights - Smaller deflections
- Crack-free members