Concrete & Masonry Flashcards

1
Q

Mortar types

A

classic mortar:cement, lime (plasticizes, hydrates), sand, water\masonry cement: porland cement + pulverized lime (not as strong)
N: soft stone, ab. grade, ext., 750
S: below grade, better compression, 1800
M: hard stone, load bearing, highest compression, 2500
O: interiors, least strong
putty mortar: for compatibility w historic structures
grout: bonds masonry to reinforcing or fills cavities, has coarse or fine aggregate, up to pea gravel

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2
Q

Brick

A

burned clay, shale or mix of them
facing (nice finish) vs. building/common
FBS: facing, with a little variation (color/size/texture)
FBX: facing, with not much variation
FBA: facing, but very random
SW: severe weathering
MW:moderate
NW: negligible
hollow brick: HBS, HBX, HBA
sizes: 3 5/8”x2 1/4”x7 5/8”, makes 4x8 when grout jt is 3/8”, from Norman-style brick
wythe = stack
course = horizontal line
bond pattern = how courses relate to each other
horizontal jt = bed jt, vertical jt = bed jt

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3
Q

Brick laying

A

tool the mortar jt to compress it, make more weatherproof
construction jt/cold jt: isolates masonry from through wall elements like doors, windows
expansion jt: allows for thermal movement, often includes shelf angle and/or compressible joint fillerwhen vertical units need supporting
repointing/tuckpointing: re-mortaring brick
weight is borne at 60 deg angle over top of brick

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4
Q

CMUs

A

concrete masonry units: hollow (>75%) or solid, load or non-load bearing
wxlxh: h:8/12/16 l/w:4/6/8/10/12 typ:8x8x16 (double a brick course)
needs horizontal reinforcing every 16” o.c.
equivalent thicknesses determined by code for fire ratings (as if no hollow core, eg)

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5
Q

Brick wall types

A

single wythe, cavity wall, reinforced grouted masonry, veneer

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6
Q

Other masonry types

A

structural clay tile: burned clay, hollow, load and nonload bearing, only used as backup at exterior walls, not weather proof, good all-in-one structure and finish at interiors, S: select, SS: select sizes (better)

terra cotta tile: ceramic veneer, harder denser, more weatherproof, lighter than stone, adhere or anchor to wall behind, keep water out of non-glazed parts

gypsum block: used for fire protection, old-school

glass block: air inside under vacuum, so insulates well, not fireproof

stone: rubble, slightly squared, ashlar: random or coursed, needs to be anchored to backer w wire/mortar or angle/bolt, can be thinner/veneered stone (adhered only)

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7
Q

<p>Framework</p>

A

<p>oil/glue/plastic on plywood + wood framing, steel/prefab, FRP, plastic, foam</p>

<p>slip forming: not waiting for complete cure, wait 6-12"/hour, usu for v big jobs</p>

<p>flying forms: reused on floor after floor</p>

<p>insulating (ICEs), polystyrene, remain in place, waterproofing on earth side, gyp on inside, v low acoustical and air flow</p>

<p>costs the most for concrete constr, bc of labor</p>

<p>tolerance: usu .25" out of plumb in 10'</p>

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8
Q

Reinforcement

A

for req added tensile strength, bars or wire fabric
bar number increases w bar size in 1/8” increments
is deformed to increase bonding
markings indicate grade, source mill, size, type
grades 40/50/60/75 are yield strengths in kips/in2
types: axle, rail, billet
min distance to surface, min dist to each other specified by SE, needs to allow aggregate to pass through
can be reg steel, galv steel, SS, epoxy coated
GFRP: glass fiber reinforced polymer, where no metal can be used, can be used for primary structure

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9
Q

Cement

A

all is pretty much Portland now = lime (CaOH, CaOx, CaCOx), silica, FeOx, AlOx

type I: normal, type II: modest sulfate resistance, heat controlled (dams), type III: high early strength, type IV: not used, low heat, type V: sulface resisting for high alkaline exposure

excess water creates pores that decrease compressive strength, should be 0.35-0.40 per 1, can create laitance, low strength, chalky pools, must be removed

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10
Q

Aggregates

A

fines: less than no.4 sieve (4 openings/inch), coarse: 3/4-1”, good to have a variety to air pockets not too large

should be 65-70% of volume

can use clay/shale/slag for lt.wt. concrete, pumice/cinders for insulating concrete

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11
Q

Curing

A

design strength = compression at 28 days
12,000 psi is high strength, 2000-4000 psi is normal
give it ideal temp/hydration for 7 days-2 weeks (longer if in critical/weird places)
slump test: consistency and water ratio
cylinder test: 7 and 28 day compression test
core cylinder test: taken from structure directly
kelly ball test: ball dropped, measure how much it sinks
impact hammer test: nondestructive hardness test
k-slump: floating scale measures liquidity
CaCl moisture dome test, weighed after 60-72 hrs
hygrometer test/relative humidity
polyethylene sheet test, tape it down, does it bubble?
mat test, same but w pc of impermeable flooring
electrical impedence test: conductance tested
litmus or titration to test for pH, alkalinity is bad for conc, because is dissolves cement, emulsifies adhesives, can avoid by using better aggregates/SCMs

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12
Q

Admixtures

A

air entraining agent: more workability, more durability bc resists freeze/thaw better, keeps things mixed
accelerator: speeds up hydration reaction, good for cold weather
retarder: slows hydration, lessens heat, good for big pours
waterproofing: reduces water perm
corrosion or shrinkage resistance
superplasticizer: increases workability wo adding water, makes higher strength conc.

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13
Q

SCMs

A

supplementary cemetitious materials
fly ash: improves workability, from coal furnaces
GGBFs: ground granulated blast furnace slag, is stronger in long run, better to work, durable
silica fume: from silica/metal furnace, reduces permeability
pozzolan: volcanic ash, might be deposited, reduces permeability, increases strength

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14
Q

Special concrete types

A

autoclave aerated concrete/AAC: precast with Al added, steam cooked, v lightweight, v airtight, but needs waterproofing, not strong

self consolidating concrete/SCC: no vibration needed, superplasticizer used, less labor, and earlier high strength

carbon fiber concrete: expoxy coated carbon fiber mesh instead of steel mesh reinf., thinner, lighter precast panels, less buffer to surface, so stronger despite thinness

ultra high performance/UHPC: high strength, low perm, v durable, 17-25000 psi, cement and silica fume and plasticizer plus alkali resistant glass or steel fibers, usually factory made, often cladding, can be very thin

poured gypsum deck

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15
Q

Finishes

A

rough: plywood face shows, smooth: from hardboard, metal, smoother wood
form liner: smooth wood, metal, harboard, thin brick
sandblasted, scrubbed, acid wash, water jet: exposes aggregate
brush hammered: looks like meat tenderized
grinding: looks like terrazo
applied: stucco or plaster
smooth rubbed: carborundum abrasive used
grout cleaned: skim coat of grout to even out
strike off: use straight edge to cut
float: bring cement to top w vibration
light steel trowel: done after floating, compacts, smooths
hard steel trowel: even more smooth
superfloat: where wheels need to be fast
broom finish: swept over top to increase grip
stamped: embossed

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16
Q

Concrete joints

A

control jts: 1/4” depth, saw cut or forms

construction jts: between pours, need waterstops

expansion jts: allows for thermal movement

isolation: prevents vibration conduction

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17
Q

Prestressed concrete

A

pretensioning: mostly only for precast conc., where tendons are stressed, conc is poured, tension released as hardens, cambers, then load on makes it flat again

post tensioning: pour, stress as it hardens, keep under stress, load

18
Q

types of cement used in mortar

A

type I, type II, type III

19
Q

how long before having to discard mortar

A

2.5 hours

20
Q

water table brick

A

A water table is a projection of lower masonry on the outside of a wall slightly above the ground.It is both a functional and architectural feature that consists of a projection that deflects water running down the face of a building away from lower courses or the foundation.

21
Q

coping brick

A

used to protect the wall underneath

22
Q

jamb bricks

A

bricks tacked vertically along the opening

23
Q

difference between grout and concrete

A

grout is more fluid and pourable

24
Q

SW grade brick (severe weathering)

A

used for underground applications and for any climate. tougher brick

25
Q

MW grade brick (moderate weathering)

A

weather resistant and exterior only in warm areas

26
Q

NW grade brick (negligible weathering)

A

interior use only

27
Q

headers (bricks)

A

rotated 90 degrees to tie two wythes of brick together

28
Q

centering

A

temporary structure erected to support an arch while being constructed

29
Q

quoins

A

corner stones

30
Q

stone masonry vs stone cladding

A

masonry is stacked and cladding is attached to building with anchors, skin

31
Q

ashlar vs rubble

A

ashlar: rectangularrubble: non rectangular

32
Q

lewis pins

A

lift stones

33
Q

starp anchors

A

attach the mortar to the wall between courses of stone

34
Q

concrete block size (common in US)

A

8x8x16

35
Q

how do we reinforce concrete block walls horizontally

A

lay small diameter welded grid steel every few courses for extra load bearing resistance to cracking and sesimic stain

36
Q

how do we supply vertical reinforcing in concrete masonry

A

every three blocks, we set rebar and fill the cavities containing the rebar with grout

37
Q

how do we span over a window or door in concrete masonry

A

steel lintel, reinforcer block lintel, precast concrete linter

38
Q

efforescence

A

white, crystalline deposit of water soluble salts on the surface of the brick masonry

39
Q

What are the different types of Brick?

A
  • Building Brick: Cored structural bricks, the ones with holes, are for construction. The holes are there to save material and weight.
  • Face Brick: These are the sold bricks that face the outside of your building. They are available in various colors, sizes, and shapes.
  • Firebrick: This type of brick is heat-resistant and made for fireplace or heat-sensitive construction.
  • Brick Pavers: To be used for sidewalks, patios, and edging.
  • Antique or Tumbled Brick: Instantly achieve the impression of antiquity with vintage-style brick texture.
  • Brick Veneer: Non-load-bearing interlocking brick siding (about 1/2” thick); requires no mortar. These are available for interior or exterior use.
40
Q

What are the three grades of brick?

A

The grades of these are:
* Severe Weathering (SW): Able to experience freeze and thaw cycles; perfect for cold climates.

  • Moderate Weathering (MW): Tolerance to frost and freezing; used for outdoor walls.
  • No Weathering (NW): For indoor use only.
41
Q

sill bricks

A

bricks going horizontally along the opening

42
Q

What are the five types of portland cement according the the American Society for Testing and Materials (ASTM)?

A

The five types of these include the following

Ordinary (Type I)
Modified (Type II)
High-early-strength (Type III)
Low-heat (Type IV)
Sulfate-resistant (Type V)