Concrete Flashcards

1
Q
A

robert maillart

-swiss engineer used conrete in his bridges and buildings

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

most common form of forming material

A

plywood

  • usually 3.4” thick
  • coated with oil and water resistant glue or plastic to prevent water penetration into wood; help reusability of formwork
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

form ties

A

metal wires or rods used to hold opposite sides of the form together and also to prevent their collapse

-when the forms are removed the wires remain in the conrete; ecess wire is twisted or cut off

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

Slip Forming

A

is useful for tall walled structures such as elevator shafts, stairwells,
and storage silos, a ring of formwork is pulled by jacks supported on rebar while
concrete is added

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

flying forms:

A

large fabricated sections of framework that are removed, once the concrete has cured, to be resued in forming an identical section above

-used in constuctung buildings with repetitive elements (e.g. hotels and apartments)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

for concrete columns, piers, and walls, the maximum variation in plumb will be

A

plus ot minus 1/4 in in any 10 ft length.

-the same tolerances applies for horizontal elements

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

the maximum variation out of plumb for the total height of the structure is

A

1 in for interior columns

1/2 in for corner columns for buildings up to 100 ft tall

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

Ideally, concrete slabs should be allowed to cure and dry for a minimum of

A

six weeks before resilient flooring is installed

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

THe best way to stop the migration of moisture though a conrete slab is with a vapor barrier placed…

A

directly below the conrete slab and on top of any sand cushion layer or subbase.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

vapor barrier

A

a thin sheet material, generally plastic, designed to prevent water vapor from passing though it.

permeance (measure of a materials resistance to water vapor transmission) not exceeding 0.04 perm

10 mils thick

perm is the passage of one grain of water vapor per hour through one square foot of material at a pressure differential of one inch of mercury between the two sides of the material

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

vapor retarder

A

is not vapor proof; allows vapor to pass

it slows the rate of water vapor transmission

  • is a membrane of metal foil, plastic, or treated paper placed on the warm side of thermal insulation to prevent water vapor from entering the insulation
    and condensing into liquid
    • Many batt insulation materials are furnished with a vapor retarder layer of treated paper or aluminum already attached

-essential in colder climates to prevent moisture from
accumulating within the insulation

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

two types of reinforcing steel for cast in place concrete

A

1 deformed bars

2 welded wire fabric

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

rebar comes in 2 common grades

A

grade 40 and grade 60

  • grades 50 and 75 are also sometimes available
  • these numbers refer to kips per square inch
  • grade 60 is the type most used in construction
  • rebars are classified as axle, rail, and billet (billet is most common)
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

How to read rebar

A
  • top symbol: producing mill
  • second marking: size (given

in eights of an inch)

-Third marking: Manufacturing

material ( “S” for carbon-steel or “W” for low- alloy steel)

-bottom marking: Grade marking

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

Formwork

A

shapes and supports concrete until it cures enough to support itself
• Formwork for a beam or slab is also a temporary working surface during construction
• Must be strong enough to support weight concrete without deflection
• Usually repeatedly used and must be protected
• Coated with a form release compound that prevents adhesion of concrete to the form
• Formwork is basically an entire temporary building that has to erected and
demolished to construct the actual building. It’s a major cost of the project.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

Reinforcing

A

is required because concrete has no useful tensile strength
• Steel rebar is placed where there are tensile forces in a structural member, and concrete resist the compressive forces
• Rebar is hot rolled like structural shapes, round in cross section with ribs for better bonding to concrete
• Bars are numbered based on the number of eights of an inch the bar’s diameter is • Ex: number 6 rebar is 6/8” (or 3/4”) in diameter, number 8 rebar is 8/8” or 1”

• Structural engineer knows how to
calculate the amount of rebar required
for a given cross section and can be achieve with a few big bars or many small bars
• Rebar in structures exposed to salts like seawater are prone to rust

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
17
Q

how to read welded wire fabric designations

A

example 6 x 6 -W1.4 x 1.4 means that the grid is 6 in by 6 in and the size of the wire is 1.4 hundredths of a square

-the letter preceding the gage is either W for smooth wire or D for deformed wire

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
18
Q

concrete components

A
  • cement
  • fine a nd course aggregate
  • water

portalnd cement: binder; made of lime, silica, iron oxide, alumina

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
19
Q

5 types of cement

A

type I: standard or normal cement (used for most construction)

type IA: Normal, air entraining

type II: modified cement; used in plaecs (Moderate resistance to sulfate attack (used when in contact with water with a high concentration of sulfates)

type IIA:Moderate resistance, air entraining

type III:High early strength (hardens more quickly, used when reduced curing time is required)

type IIIA:High early strength, air entraining

type IV:Low heat of hydration (used in massive structures like dams, where heat emitted might raise the temperature of the concrete to damaging levels)

type V:High resistance to sulfate attack (used when in contact with water with a high concentration of sulfates) !

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
20
Q

Air Entrained Cements

A

contain ingredients that cause microscopic air bubbles to form in the concrete during mixing which give improved workability during placement, and greatly increases the resistance of the cured concrete to damage caused by repeated cycles of freezing and thawing
• Commonly used for pavings and exposed architectural concrete in cold climates
• Can reach the same structural strength a regular concrete

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
21
Q

concrete strength

A

• Concrete cures/hardens due to hydration, where considerable heat is given off as the
! !
cement combines with water to form strong crystals that bind the aggregates together
• Concrete Strength
• Commonly designed on the basis of the s strength that is reaches after 28 days • Typical strength ranges from 3,000 psi - 10,000 psi
• Early strength concrete can reach normal 28 day strength in 7-14 days
• 7 day strength should be about 75% of the designed 28 day strength
• Nominal weight is 150 lbs per cubic foot

• •
• •
Concrete shrinks lightly during the process
Majority of the volume consist of coarse and fine aggregates, proportioned and graded so that fine particles complete fill the spaces between the coarse ones
Each particle is completed coated with cement/water paste that joins it to the surrounding particles

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
22
Q

Aggregates

A

take up about 3/4 of the volume of concrete
• Structural strength is heavily dependent on the quality of its aggregates
• Must be stone, clean, resistant to freeze-thaw deterioration, chemically stable, and
properly graded for size distribution
• A range of sizes must be included and properly proportioned to achieve close packing
of the particles
• The largest particle in a concrete mix must be small enough to easily pass between
the most closely spaced reinforcing bars and to fit easily into the formwork
• Maximum aggregate size should not be more than 3/4 of the clear spacing between
bars or 1/3 the depth of the slab
• 3/4” or 1 1/2” maximum is common for most slab and structural work
• Can be up to 6” for dams and other massive structures
• Structural lightweight aggregates are made from minerals like shale and reduce the
density of concrete by about 20%
• Vermiculite or perlite used in non structural lightweight concrete (used for insulating
roof toppings) are less dense than expanded shale

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
23
Q

Air entraining admixtures:

A

increase the workability of wet concrete, reduce freeze/
thaw damage, and (when a lot is used) create very lightweight non structural
concretes with thermal insulating properties

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
24
Q

The size of the aggregates in concrete is determiend by…

A

…the size of the forms and the spacing between the reinforcing

-in most cases, it should not be larger than three fourths of the smallest distance between reinforcing bars or larger than 1 /5 of the smallest dimension of forms, or more than 1/3 the depth of slabs

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
25
Methods used to specify the proportions of concrete mix:
- ratio of cement to sand to gravel, such as 1:2:4; amount of water also has to be specified - specify weight of materials, including water, per 94 lbm bag of cement - for large batch quantities, define the wieght of materials needed to make up one cubic yard of conrete
26
strength of final mix is specified by...
the compressive strength of concrte after it has cured and hardened for 28 days (known as the design strength of concrete) -typical specified design strengths are indicated as 2000 psi, 3000 psi, and 4000 psi; 12000 is available but it's more expensive
27
Admixtures...
... are ingredients other than cement, aggregates, and water that are added to the mix to alter it in various ways
28
Accelerating admixtures:
cause concrete to cure more rapidly
29
Hydration:
chemical reaction between water and cement which creates heat
30
High range water reducing admixtures (Superplasticizers):
organic compounds that transform a stiff concrete mix into one that flows freely into forms, used to help place concrete in challenging circumstances, or to reduce the water content in a mix in order to increase its strength
31
• Water reducing admixtures:
allow a reduction in the amount of mixing water while retaining the same workability, results in a higher strength concrete
32
Retarding admixture:
slow curing to allow more time for working with wet concrete help reduce the heat of hydration
33
Waterproofing admixtures:
decrease the permeability of the conrete
34
Fly ash:
a fine power that’s a waste product from coal-fired power plants, which increases concrete strength, decreases permeability, increase sulfate resistance, reduces temperature rise during curing, reduces mixing water, and improves workability
35
Silica fume (microsilica):
a powder 100x finer than portland cement, a byproduct of electronic semiconductor chip manufacturing that when added produces extremely high strength and low permeability
36
Blast furnace slag:
byproduct of iron manufacture that improves workability, increases strength, reduce permeability, reduce temperature rise during curing, and improve sulfate resistance
37
Pozzolans:
varicose natural/artificial material that react with calcium hydroxide in wet concrete to form cementing compounds
38
Workability agents
: improve the plasticity of wet concrete to make it easier to place in forms and finishes
39
Corrosion inhibitors:
used to reduce rusting of rebar in structures that are exposed to road deicing salts or other corrosion causing chemicals
40
Fibrous admixtures:
short fibers of glass or steal added to a concrete mix to act as microreinforcing
41
Freeze protection admixtures:
allow concrete to cure at temperatures as lot as 20 degrees F
42
Extend set control admixtures:
used to delay the curing reaction in concrete for up to 7 days.
43
Coloring agents:
dyes and pigments used to alter the color of concrete
44
True or false. Water used to mix with concrete must be potable\>
True. Mixing water for concrete must be free of harmful substances, clay, salts, etc. If it’s good enough to drink, it’s good enough to be in concrete.
45
Autoclaved aerated conrete (AAC)
precast conrete product manufactured by adding aluminum powder to conrete hardening it in molds, and then curing the molds in pressurazed steam chambers (autoclaves) - 1/5 the density of regular conrete - has good sound control qualities and thermal mass - not as strong thefore should only be limited to non load bearing application and low rise buildings - must be protected from weather
46
self consolidating concrete (SCC)
can be placed purely by means of its own weight without the use of vibration - made posible with the use of superplasticizer admixture called polycarboxyplate polymer - placement is increased, less labor required, productivity increased - uniform smooth surface
47
carbon fiber conrete
uses epoxy coated carbon fiber mesh in place of standard steel meash - carbon fiber is less corrosive requiring less conrete cover - resulting panels require smaller foundation and support structures - carbon fiber are bundled together to form pieces resembling yarn, called tows; tows laid perpendicular to each other, forming a grid; grid could have nearly seven times the tensile strength of standard steel mesh
48
poured gypsum deck
used for roofs and similar to conrete in that liquid is poured on a reinforcing deck -Poured gypsum and concrete deck fill insulation are economical & applied directly to the corrugated steel decking and rough concrete decks, easily tapered during installation
49
Slump test
measures the consistency of the conrete - conrete is placed in a 12 in high cone and compacted with a rod - the distance the conrte slumps from the original 12 in is measured in inches - the amount of slump depends on how the conrete will be used (typically 2-6 in) - too much slump indicates too much water in the mix
50
cylinder test
measures compresive strength - concrete is placed samples are put in cylinder molds that are 6 in diamter and 12 in high, and are moist cured and tested in the lab - cylinders are tested at specified number of days, normally 7 - 28 days; seven days are suually about 60-70% of the 28 day strength
51
core cylinder test
- usde when a portion of the structure is placed and cured but needs to be tested - cylinder is drilled out of the conrete and tested in a lab to determie compressive strength
52
kelly ball test
- also known as the ball penetration test - a hemispheric mass of steel with a calibrated stem is dropped onto a slab of freshly laid concrete - the amount of penetartion of the ball into the concrete is measured and compared to one-half the values of the slump test
53
impact hammer test
- nondestructive way to test concrete strength after is has hardened - spring loaded plunger is smalled against a conrete surface, and the amount of rebound is measured. - the rebound gives an apporoximate measure of conrete strength
54
k slump test
- uses a 3/4 in tube that contains a floating scale - the tube is palced on the wet concrete and the scale is pushed into the mixture and released. - the distance the scale floats out is read directly and is a measure of the consitency of the conrete, comparable to the slump
55
calcium chloride test
sometimes called the moisture dome test - used to measure moisture emission from conrete - a standard mass of calcium choloride is placed below a plastic cover and sealing it to the concrete floor - after the 60 to 72 hours the calcium chloride is weighed and compared to its pre test weight
56
hygrometer
- sometimes called the relative huidity test - determines the moisture emission by measuring the relative humidity of the atmosphere confined adjacent to the concrete floor - a pocket of air is trapped below a vapor impermeable box and a probe in the box measures RH - moisture sensitive flooring shouldn't be installed unless RH is 75% or less
57
polyethelene sheet test
qualitative test conducted by sealing an 18 in by 18 in sheet of plastic to the floor to trap excessive moisture - after a min. of 16 hours a visual inspection of the floor and sheet is performed - the presence of visible water indicates the concrete is insuficiently dry
58
mat test
similar to polyethelene sheet test a 24 in x 24 in smaple of vapor retardant floor finish is applied to floor with adhesive and edges are sealed with tape - after 72 hours, is floor is firmly bonded or difficult to remove, conrete is considered sufficiently dry
59
electrical impedance test
-uses proprietary meaters to measure moisture by measuring conrete conductance and capacitance
60
alkalinity in concrete can cause problems in two ways
high alkalinity on the surface of a slab can damage a tile installation by causing the adhesive to reemulsify also respnsible for the phenomenon known as alkali silica reaction (ASR); high alkaline cement begins to dissolve sand and rock within the concrete this reaction produces a gel like materal that creates pressure in the pores of the conrete surface -ASR can be reduced by specyfiying aggregates not suceptible to ASR, using low lime cement, proper curing not finishing conrete with a hard trowel surface
61
62
titration test
used to determine level of alkalinity in concrete -involves grinding portions of the concrete, mixing with demineralized water and performing lab analysis to determine PH level
63
tremie
a long, cylndircal steel chute used to palce concrete underwater
64
placing conrete
If concrete slurry is vibrated excessively, dropped from a height, or moved too far horizontally in formwork its likely to segregate • Aggregate works it way to the bottom of the form and water/cement to the top • Result is non uniform and unsatisfactory, and typically has to be redone • Segregation is prevented by depositing fresh from the mixer as close as possible to the final position • Should not be dropped more than 3’ - 4’ • If it must be moved to an inaccessible location, it should be pumped through hoses or conveyed in buckets
65
form liner
conrete is shaped with liners of plastic, wood, or metal - parallel rib liners are common type - joints and form tie holes are treated as desired-either left exposed or patched
66
scrubbed finish
the surface of the conrete is wetted and scrubbed with a wire or fiber bush to remove surface mortar and expose the soarse aggregate
67
acid wash finish
the surface of the conrete is wetted with muriatic acid to expose and bring out the full color of the aggregate
68
water jet finish
a high pressure water jet mixed with air is used to remove some of the mortar and expose the aggregate
69
brush hammering
a brush hammer finish gives a rugged, heavy texture by removing a portion of the surface made with form liners
70
grinding
finishing technique that smoothes out the surface of the concrete, similar to terrazzo in appearance
71
applied finishes
appication of other materials, sucha s stucco
72
sand blasted finish
produced by removing surface material of conrete -sposes the fine and course aggregate to varying degrees
73
smooth rubbed finish
concrete surface is wetted and rubbed with carborundum brick to produce a smooth uniform color
74
grout cleaned
grout is applied over concrete and smoothed out -conceals defects
75
float finish
- sandpaper like texture - appropriate of exterior surfaces
76
light steel troweled finish
achieved by using a steel trowel several hours after floating
77
hard steel troweled finish
continues the consolidation of the conrete and greatly densifies the top 1/8 in, making a very smooth surface
78
broom finish
- achieved by running a broom over the surface of the conrete - process dislodges fine aggregate and produces slip resistant surface on outdoor slabs
79
super flat floor finish
- hard steel trowl finish - used in industrial warehouses where forklift vehicles are used - vehicles must travel on very smooth and level floors.
80
four primary tyoes of concrete joints:
1) control joints: joints that allow for shrinkage of large areas, and controls and inducescracking to occur along the joint: cut to a depth of 1/4 the slab thickness; intentionally created cracks that can open to accommodate shrinkage in surfaces made of concrete masonry 2) construction joints: occur wherever thera are two successive pours ( a new pour against a cured section of concrete); should be located at point of minimum shear; suceptible to water leakage, thus wa waterstop should be cast into the first pour 3) expansion joints:joints that allow free movement of adjacent parts due to expansion or contraction of concrete. Typically waterproof, watertight, filled with an elastic filler; Required at buildings over 200’ long, at joints of building wings, and additions 4) Isolation Joints: joints located at slab on grade, columns, or walls to allow for independent movement
81
82
weld plates
steel plates cast into conrete to attach other materials and components
83
the designation for america standard sizes of rebar is based on...
...the number of eights of an inch in the nominal diameter of a bar, up to 1 inch
84
soft metric sizes are base on ...
the apporximate number of millimeters in the nominal diameter example: no. 5 bar in the american designation is 5/8 in which in soft metric is 15.9 mm or a no. 16 bar
85
if too much water is placed in a concrete mix, which of the following problems might develop laitance efflorescence hydration segregation
laitance laitance is the surface deposite of low strength material containing cement and fine aggregates (sand) brought to the surface of concrete. it is caused by having to much water in the concrete mux, which results in water bleeding to the top
86
efflorescence
• Sometimes appears on the surface of a wall of brick, stone, or concrete masonry • Consist of one or more water soluble salts that were originally present in the masonry unit or in the mortar • Brought to the surface and deposited there by water that seeped into the masonry, dissolved the salts, then migrated to the surface and evaporated • Can be avoided by choosing masonry units that are lab tested and don’t contain water soluble salts • Will eventually diminish and disappear with time as the salt is gradually leached out of the wall
87
what are these joints
b - construction joint, which wold be used to physically connect a new pour of concrete to a previously poured section; uses keyed joint; common to used rebar to tie sections together a-control joint; control crackin on raised ruface c- isolation joint; used for successive pours of concrete but does not connect the two pairs d-expansion joint; used to allow two section of a building to move independently
88
expansion joints in concrete walks should be located at a maximum spacing of
20 ft control joints placed where spearate sections of concrete are poured and in walks are placed 5 ft apart -expansion joints with a joint filler are placed a maximum of 20 ft apart
89
What cement would be used in slip form construction type 1 type 2 type 3 type 4
type 3 type 3 is high ealry strength --the type needed for rapid slipd form construction type 1 is normal cement type 2 is low heat and sulfate resistant type 4 is slow setting and low heat for massive structures
90
what is used to minimize conrner chipping of a concrete
chamfer strips a chamfer strip is a small, triangular piece of material placed in the corners of forms to prevent sharp 90 corners, which are difficult to cast and have a tendency to break off during use or when the forms are removed
91
what is the primary purpose of the voids in a cored slab? a. to allow electrical services to be concealed in the slab b. to make a more efficient load carrying member c. to make erection easier d. to minimize weight
b. to make a more efficient load carrying member as with any beam, the deeper the member, the more efficient the beam. using a cored slap rather than a solid slab allows the depth to be increased without increasing the weight in the center of the beam where it is not needed option A and D are also correct but B is the best choice
92
at what temperature doe workers need to to take to protect concrete when cold weather is predicted?
around 40 deg F -construction operations generally discontinue or switch from regular activity to cold weather mode at 40 deg F. A concrete pour can proceed at temperature below 40 deg F. However the water and sand must be heated to ensure that none of the constituents have frozen, and the concrete must be heated for at least 7 days after placement, during the early curing stage
93
temperature sensitive materials, such as sealants should not be applied when the temperature dips below..
...40 deg F
94
When specifuing small batches of conrete what does 1:2:5 mean?
it is the ratio of cement:sand:aggregate C:S:A
95
Which of the following statements if FLASE? a. type iii cememnt is often used for precast concrete members b. precast concrete members can be a maximum of 14 ft wide c. concrete used in precast members is typically 300 psi d. conditions ar emosre controlled during the production of precast concrete members than they would be for similar structural systems
c. concrete used in precast members is typically 300 psi concrete used in precast members is generally higher strength mix than the 3000 psi concrete typically used for site cast applications
96
aggregate shall not be larger than...
... 1/3 of the slab thickness or 3/4 of the minimum space between reinforcing bars, whichever is smaller
97
epoxy coated reinforcing bars are used when ...
...the concrete will be exposed to cholrides (salts) such as deicing salts and those in sea water. -epoxy coating helps keep that salts from corroding the steel by chemical reaction
98
chairs
small wire supports that help to keep rebar a specified distance from the outside of the concrete and help ensure adequate concrete cover
99
bolster
a type of chair ued in broad slabs or beams
100
float finish
101
during which period in the curing process does concrete gain the most compressive strength
0 to 3 days - concrete gains the most compressive strength during the first few days of curing - most critical time in curing process - the compressive strength of concrete is always referred to as its strength 28 days after it is palced
102
What is the most common method of splicing reinforcing bars
103
-Capillary break
crused stone placed over compacted subsoil and serves as a drainage layer
104
-expanded shale aggregate
- density of about 20% less than normal concrete; made by heating shale, causing water in the shale to turn into steam; shale become plastic and expands
105
-pozzolans
-materials that react with the calcium hydroxide in wet concrete to form cementing compounds; (e.g. fly ash, silica fume, natural polozzans
106
-formwork costs for self consolidating concrete may be higher than those for conventional concrete because
-the greater fluid pressures exerted by the concrete require stronger and stiffer formwork
107
-In post tensioned concrete construction, what does it mean to drape reinforcing
- reinforcing is draped along the length of a beam; after tensioning, the drape creates for structural efficiency ## Footnote
108
true or false. the strength og concrete increases as the water cement ratio decreases
true
109
calcium chloride is used as an admixture for concrete in order to...
accelerate the strengthening of concrete