1. Final Project - Materials - Masonry Flashcards
1
Q
Mortar
A
mixture of cement, lime, sand, and water
- normally portland cement (harsh, doesn’t apply well). Cures by hydration (chemical reactions), NOT drying.
- lime is a plasticizer; helps retain water, improves workability
- Sand must be clean and screened to get out particles that are too coarse or fine
Makes up about 20% of the exposed surface of a brick wall
- Cushion the masonry units and allows them to bear fully against one another despite surface irregularity
- Seals between the units to keep water and wind from penetrating
- Adheres units to one another to bond them into a monolithic structural unit
90 minutes or less stiffening - can be retempered (not concrete)
Older than 2 1/2 hours must be discarded
2
Q
grout
A
similar to mortar
- used to fill cavities between masonry units
- fine grout is used when dimensions of cavity is less than 2 in
- course grout includes no 4 aggregate
3
Q
masonry cement
A
prepared mixture of portalnd cement and pulverized limestone
- not as strong of expensive as portland cement, but has greater plasticity
- suitable for lowrise building veneers and for interior, non loadbearing applications
4
Q
mortar types
A
- *Types M or S**: for masonry that is load-bearing and/or exposed to the weather.
- *Types N and O**: lesser compressive strength required.
- each has a different porportion of cement, lime, and aggregate
- each has a different compressive strength
5
Q
the slope of brick coping at top of a masonry wall is called
A
the wash
6
Q
Efflorescence
A
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
7
Q
WHich type of masonry cement mortar has the highest compressive strength?
type M
type N
type O
type S
A
type M
type M mosrtar has a minimum average 28 day compressive strength of 2500 psi
type O has the lowest strength (350 psi)
8
Q
What is the compressive strength for the following types of concrete mortar?
M
S
N
O
A
M - 2500 psi
S - 1800 psi
N - 750 psi
O - 350 psi
9
Q
for exterior walls what type of mosrtar is commonly used
A
type N
10
Q
type S mortar is typically used for what type of applications
A
heavier loading on interior walls and
exterior walls at or below grade, such as foundation walls, retaining walls, pavements, and patios
11
Q
when high strength mortar is required for heavy loads of for cases where the mortar will be exposed to severe saturated freezing, type ___mortar is used
A
S or M
12
Q
Type ___ mortar is used only for light loads and where freezing is not expected.
A
O
13
Q
What is a requirement for a door opening in a masonry partition?
a. bond beam
b. arch action
c. weep holes
d. flashing
A
a. bond beam
14
Q
reglets
A
horizontal grooves cast into concrete that allow a piece of flashing to be slipped inside and then across the airspace and through the brick for proper drainage and moisture control
15
Q
in order to achieve a workability equivalent to that of converntional cement-lime mortars,
masonry cement mortars are formulated with
A
air-entraining admixtures that result in higher workability
- results in higher air content in the cured mortar than cement lime mortar
- reduces bond strength between mortar and masonry to half
- masonry cement should not be used for wall that require high strength and low permeability
16
Q
type N mortar
A
general purpose mortar
- balance of good bonding strength and workability
- recommended for exterior veneers, nonloadbearing exterior walls, parapets, chimneys, and interior load bearing walls
17
Q
type S mortar
A
- higher flexural bond strneght than Type N mortar
- recommended for exterior reinforced masonry, exterior loadbearing masonry wall, and veneers and walls subject to high wind forces or high seismic loads
18
Q
Type O mortar
A
low strength
-recommended mainly for interior nonloadbearing masonry and historic resotration work
19
Q
type M mortar
A
high strength mortar with _less workabilit_y than S and N
-recommended for masonry constrction below grade, masonry subject to high lateral or compressive loads, masonry exposed to high frost action
20
Q
Mortar are specified under
A
ASTM C270
21
Q
mortar that was mixed less than ___ minutes prior to its stiffenings can be retermpered with water to make it workable again.
A
90 minutes
-mortar that is unused for more than 2.5 hours must be discarded as it has already begun to hydrate and can no longer be retermpered
22
Q
what masonry unit is most resistant to fire
A
brick
23
Q
What are the 2 most common modular block types for structural masonry walls?
A
1 - Bricks = heat hardened
2 - Blocks (concrete) = chemically hardened
24
Q
Mortar is a mix of cement and/or lime w water and sand.
What makes each of these unique:
1 - Cement Mortar
2 - Lime Mortar
3 - Cement/Lime Mortar
4 - Masonry Cement
A
1 - Cement Mortar
• portland cement
• water
• sand
2 - Lime Mortar
rarely used
3 - Cement/Lime Mortar
•cement mortar + lime
= increased plasticity and water retention
4 - Masonry Cement
• proprietary mix of port.cement w lime and plasticizers
= rqr only the addition of sand and water
25
List the 5 types of mortar. (based on strength)
M - high strength
• use: reinforced masonry below grade or in contact w earth
S - med - high strength
• use:bond lat. strength more import than comp.
N - med strength
• use: above grade where high lat./comp. strength NOT rqrd
O - Low strength
• use: int. non-LB partitions
K - Very low strength
• use: int. non-LB partitions
26
Masonry: what is a brick?
Masonry unit made of clay, formed into a rectangular prism in a plastic state and hardened by heating in an oven or by drying.
27
Masonry: what is efflorescence? What to do to avoid it?
- White, powdery deposit that forms on the visible surface of masonry or concrete as a result of the filtration and crystallization of soluble salts from the material.
- The best protection against efflorescence lies in the **reduction of water absorption**.
28
Grades for Building and Facing Bricks
* **Grade SW**: Severe Weathering (Oregon, most of the Eastern half of US)
* **Grade MW**: Moderate weathering (Midwest, most of Washington)
* **Grade NW**: Negligible weathering (Along southern US border)
* ASTM testing procedures establish three grades of brick based on resistance to **weathering** and three types of facing bricks, bricks that will be exposed to view, based on the degree of **uniformity in shape, dimension, texture, and color** from one brick to the next
29
brick masonry
Produced by factories all with **local clay and shale**.
* After molding bricks are dried for 1-2 day in a low temp dryer kiln and then fired
* Entire process of firing takes about 40 - 150 hours
* There’s no truly standard brick size. The most common is **8” x 3 5/8” x 2 1/4”**
* Use of larger bricks can lead to substantial economies in construction
* Brick shapes can be solid, cored, hollow, or frogged
* Reducing the volume of a brick reduces fabrication, transportation costs
30
Types of Facing Bricks
available in **SW** and **MW** grades
• **Type FBX**: _High degree of perfection_, narrow color range, slight size variation
* **Type FBS**: Wide range of color and greater size variation per unit
* **Type FBA**: _Non uniformity_ in size, color, and texture per unit
31
Wythe
simplest wall, a vertical layer of masonry units one unit thick
32
Course:
a horizontal layer of bricks or other masonry units
33
Header:
a brick laid to bond two wythes together
34
Stretcher:
a brick laid with its face parallel to the wall and its long dimensions
horizontal
35
Solider:
brick laid on its end with its face (long skinny side) parallel to the wall
36
Sailor:
brick laid on its side with its end parallel to the wall
37
Rowlock:
brick laid on its face with its end (short skinny side) visible in the wall.
Often used for caps on walls and floor sloping sills under windows
38
Name Brick laying positions
39
Structural bonds for brickwork
* **Running bond**: entirely of stretchers
* **English Bond**: alternates course of headers and stretchers
* **Common Bond**: header course every sixth course, head joints are aligned between the header and stretcher courses
* **Flemish Bond**: alternates headers and stretchers in each course
40
in masonry walls, water is prevented from seeping back into the wall through capillary action by using
**drips**
Drips are extensions of through-wall flashing or projections below masonry units
41
What type of brick would most likely be specified for an eastern exposure in New Hampshire?
NW
FBX
MW
SW
answer - SW - severe weathering
NW - normal weathering
MW moderate weathering
FBX refers to the finish appearance
42
Three courses of bull stretcher using standard brick and standard mortar joints equal
12 in
a bull stretcher is a brick laid on its face so that the width of at he brick is visible. With a **width of 3 5/8 in** and a mortar **joint of 3/8**, three courses would be 12 in .
_Three standard stretcher courses equal 8 in._
43
If crakcing occurred along the joints of a brick wall in a generally _diagonal direction from a window_ corner up to the top of the wall, what would most likely be the cause?
lack of vertical control joints
44
vertical cracking is usually an indication thtat the brick wall is...
not able to move laterally, which is a condition caused by lack of vertical expansion joints
45
Crack #1
#1 : **Expansion crack** in masonry : temperature & moisture change. It has _consistent width_.
Sometimes stepped crack.
Not structurally significant but lets water inside the building. _Filling the crack with a mastic_ or sealastic compound is recommended.
46
Crack #2
#2 : **Above openings** in masonry : 4 possible causes:
1. Removal of windows or doors with inadequate propping: reset the _lintel_ and repoint or rebuild the brickwork above
2. Inadequate bearings: Overhang (bearing) of the lintels above openings is **150mm (6 inches),** _replace lintel_
3. Loads applied directly over the opening: _replace lintel_
4. No lintels: _new lintels_ need to be installed and the cracks repaired
47
Crack #3
#3 : **Tie failure, rust**
When the metal ties rust they expand causing the cracking normally seen **every sixth course horizontally** in the mortar joints.
**Replacement wall ties** are essential. The cracking is an early indication of failure. Without replacement, **collapse of the wall could occur**.
48
Crack #4
#4 : **Subsidence: worse**
The foundations of the building are moving. Raking cracks (widest at the top) and can occur to corners of the building or from the top to the bottom of the walls. **Underpinning** of foundation required.
49
Crack #5
#5 : **Ground heave**
## Footnote
Crack widest at the _bottom_ of the wall. Clay soils expansion and foundations move upwards.
Remove as much of the clay as possible around foundations, or underpinning / deeper foundations.
50
tuck pointing
a process used to **repair failing mortar joints**. it involves removing the deteriorated mortar to a certain depth and inserting new, compatible mortar into the space, then striking it with a new, water resistance edge treatment
51
flashing should always extend at least ____ inches beyond the face of the brick and turned down at a ____ degree angle for proper drainage
**3/4 inches**
**45 degree angle**
if the flashing is terminated before the face of the brick, the moisture will sepp into the brick and mortar and can damage. the 45 degree bend provides a drip edge that leads the moisture away from teh face of the brick
52
When firing bricks do higher temperature produce darker or lighter brick?
darker
53
types of molding processes for bricks:
**soft mud**: clay contains (20-30 % water content);
molds are wetted (water struck) or dusted with sand (sand struck) to prevent clay from adhering to molds
**dry press**: used for clays that shrink excessivley during drying (10% water content)
**stiff mud**: _most commonly used_ today (12-15% water content) passed through vaccum to remove air pocket in brick; clay extruded though recangular die and wire-cut to from individual bricks
54
common or american
55
english
56
enlgish cross or dutch
57
flemish
58
running bond
59
stack
60
a good rule of thumb for designing **corbels** is that the projection should not exceed...
**1" per course**; **T/3 max** overall corbel
61
What are the dimensions of a U.S. modular brick
7 5/8" long
3 5/8" thick
2 1/4" high
- the units are sized so that **three brick courses** plus three 3/8" mortar joints are **equal to 8 in**
- the **length of a brick** plus 3/8 in mortar **also equals 8 in**
62
a flush mortar joint is acceptable for exterior use because
there is no space for water to accumulate
63
Cavity walls: min air space, advantages of cavity
ties & spacing
2" - 4 1/2" max.
Each wythe 4" th. min.
- cavity enhances insulation
- cavity acts as a barrier against water penetration
Ties: 3/16" min corrosion resistant metal @ 16" vertically & 36" horizontally
64
Name the parts of an arch:
65
Jack arch
Horizontal soffit with voussoirs radiating from a center below
Skewback = 1/2" per 1' of span
66
Tudor arch
Four centered arch having the inner pair of curves with radii much greater than that of the outer pair.
67
Drop arch
Pointed arch having 2 centers and radii less than the span
68
Roman arch
Semi-circular
69
Gothic arch
Pointed arch having 2 centers and equal radii
70
Lancet arch
Pointed arch having 2 centers and radii greater than the span
71
Segmental arch
Struck from a center below the springing line
72
Steel lintels for 4" brick: openings of
4'
5'
6'
Minimum bearing 6" each side
4' = 3 1/2"x3 1/2"x5/16"
5' = 3 1/2"x3 1/2"x5/16"
6' = 4"x3 1/2"x5/16"
73
Provide movement joints:
- every 100'@125'
1. Changes in wall height
2. At columns, pilasters, wall intersections
3. Near corners
4. On both sides of openings larger than 6'
5. On one side of openings smaller than 6'
74
Expansion joints are required in the building when structure is over
200’ long or where wings occur
- Major expansion joints are spaced every 100 ft to 150 ft in large buildings
- expansion and control joitns are spaced **every 20 ft** and at places where the **wall changes direction, height, or thickness**
- **horizontal expansion joints** should be placed **below shelf angles** that support intermediate sections of brick and below beams and slabs above brick
75
name common mortar joints
76
Joints in brickwork are tooled \_\_\_hours after laying as the mortar begins to harden,
1-2
-joints must be appropriate for the weather condition the wall is located in.
77
Abutment / Construction / Isolation Joints:
At junctions between **masonry and other materials**, or between old and new masonry,
to accommodate differences in movement.
78
tuck pointing or repointing
- method of **restoring mortar** in masonry walls
- mortar in areas to be redone is removed to about 2.5 times the depth of the joint
- joint is then cleaned and wetted with water
- new mortar is pressed into the joint with a special tuck pointing tool
- **high lime mortar** is best and should be applied _in layers_
79
external flashing
prevent moisture from penetrating into the masonry wall at its exposed top or where it intersects the roof
80
internal flashing (aka concealed or through wall flashing)
catches water that has penetrated a masonry wall and drains it through weep holes back to the exterior
81
flashing is required at every location where...
...the cavity in a masonry wall is interupted
heads of windows and doors
window sills
shelf angles
spandrel beams
82
flashings may be made of
- sheet metal
- modified ashpalt membranes
- plastics
- rubbers
- composite sheets
- **sheet metal** (most expensive and durable)
- copper and stainless steel are best
- galvanaized steel eventually rusts and deteriorates
**_-aluminum and lead aren't suitable (react with mortar)_**
83
Difference between expansion and control joints in masonry?
**Expansion joints**: Continuous, unobstructed slots to accommodate the moisture expansion of brick and stone. Provide lateral stability accross joint & are sealed to prevent water infiltration
**Control joints**: open slightly to accommodate shrinkage of CMU as it dries after construction.
Shrinkage can be controlled using Type 1 moisture-controlled CMU and reinforcing horizontal joints.
84
Masonry: what is concrete masonry made of?
- Portland cement - Fine aggregates - Water
Pre-fabricated and molded into various shapes to meet various construction needs.
85
Masonry: Example of identification of a concrete block? Meaning of the symbols?
H / 15 / A / M
- H: amount of material in the block (hollow block, partially solid or completely solid)
- 15: resistance of the block to compression (never less than 15 MPa)
- A: Density of the concrete (A, B, C, D, and N)
- M: Maximum admissible water content in the block at the time of transport, expressed as a percentage of its absorptivity. (O or M)
86
Concrete Masonry Units (CMU’s)
Concrete brick, concrete block, concrete tile, and cast stones
• Typical concrete block size is **7 5/8” x 7 5/8” x 15 5/8”**
* Hollow concrete block masonry is generally **more economical per unit of wall area** than brick or stone masonry.
* Blocks are **cheaper** on a per unit basis and made into a wall more quickly because of their size
* Widely used in **masonry bearing wall construction** due to strength and _insertion of rebar and grout into cores_
• Single wythe exterior concrete masonry walls tend to _leak in wind driven rains_, **paint**
* Walls subject to moderate stresses can be _reinforced horizontally_ with steel joint
* _Vertical reinforcing_ is done with ordinary reinforcing bars grouted into the cores of the blocks
• Steel lintel or reinforced block / precast lintel
* Decorative: a variety of surface patterns, textures, colors, interior/exterior applications
* Scored face, ribbed face, fluted face, angular face, etc.
87
concrete blocks are considered solid when
it has **75% or more solid** material in any general cross section, otherwise it is considered hallow
88
CMU dimension are based on...
nominal **4 in module**
89
What is the **equivalent thickness** of an 8 in thick concrete block that is 60 % solids
- equivalent thickness is the solid thickness that would be obtained if the same amount of concrete contained in a hallow unit _were recast without core holes_
- actual thickness = 7 5/8 in (7.625 in)
equivalent thickness then = (7.625)(.60)= 4.58 in
90
What is the most important fire resistance property of a CMU partition?
**equivalent thickness**
Concrete masonry partitions are usually hallow, so the actual thickness of the solid material, not the actual overall width, is used to rate the fire resistance of the unit
91
in CMU constrcution what are the two types of grouting
**low lift**: courses are built **4 feet at a time** before grouting; for small construction; grouting by hand
**high lift grouting**: grouting is done **a story at a time**; require cleanouts at bottom; grout pumping machinery must be used
92
calculate the equivalent thickness of a 12 in concrete block that is 75% solids
answer: 8 3/4"
**the equivalent thickness** is a measure of the amount of concrete in a hallow core block
- it is equal to the thickness that the block would be if it were the same heght and length by were cast without holes
- this infor is often necessary for calculating **fire resistance assemblies**
75% of 11 5/8 in = 8 3/4 in
93
Provide steel reinforcement:
* At top of parapet walls
* At structurally connected floors & roofs
* At top of openings
* At top of foundations
* @10' max spacing vertically
* @4' max spacing horizontally
94
Stone is classified by...
the way it is shaped and prepared prior to installation
**rubble**: stone used with little or no shaping
**squared stone**: stone with slightly shaped edges resulting in vertical joints
**ashlar**: highly shaped, thick pieces of stone
95
Stone Masonry
Taking **rock** from the earth and reducing it to the require _shapes and sizes_ for construction
* **Igneous rock**: rock that was deposited in a molten state (granite, basalt)
* **Sedimentary rock**: deposited by the action of water and wind (limestone, sandstone, brownstone)
* **Metamorphic rock**: formerly either igneous or sedimentary rock transformed by heat or pressure (marble, soapstone, slate)
* Stone blocks are often used as **exterior facing with a concrete masonry backup** wall
* Stonework must stay clean, flashings must be plastic or nonstaining metal, work is kept covered as much as possible
* Stonework can only be cleaned with **mild soap, water, and a soft brush**
96
Stone is used in two fundamentally different ways in buildings:
* **Laid in portland cement mortar** like bricks or concrete blocks. _Avoid moisture penetration_
* **Mechanically attached** in large sheets to the structural frame and walls as _thin facing_ (less common)
97
Masonry accessories and anchors include:
* **Strap anchors:** galvanized steel attachment
* **Dovetail anchors:** splayed tenon that fits into the recess of a corresponding mortise
* **Cramp anchors:** used under coping stones at vertical joints to tie 2 stones together
* **Pin anchor:** anchor placed into a drilled hole and a pin is hammered in
* **Threaded dowel:** used at vertical/horizontal joints between panels to align and maintain distance between panel and backup structure
98
according to most building codes, horizontal reinforcement ir required every ___ inches
**16 iches**
the reinforcement may be a continuous truss or ladder type laid in the mortar joints
99
advantages of EIFS
masonry is protoected from temperature extremes and can function effectively to stabalize the interior temperature of the building
100
disadvantages of EIFS
thin stucco coatings are usually not very resistant to denting or penetration damage
- EIFS is combustible
- puncture damage and lapses in worksmanship can lead to sublsantial moisiture leakage into the walls
