Building Materials - Concrete Part 3

Building Materials - Concrete Part 3
110問 • 1年前
  • Mari Alberca
  • 通報

    問題一覧

  • 1

    Concrete is completely mixed in a truck

    transit-mixed concrete

  • 2

    Process of providing gentle motion in mixed concrete, just sufficient to prevent segregation of materials and loss of plasticity

    Agitation

  • 3

    Has a large rotating drum on the rear of its chassis to used to mix concrete ingredients and to ensure it doesn't set whilst in transit

    agitator truck

  • 4

    What is the maximum recommended time of transporting concrete from mixer to the forms

    30 minutes

  • 5

    How many hours until after mixing is the initial set of the concrete

    1 to 3 hours

  • 6

    Why is retempering of concrete generally prohibited

    It changes the water-cement ratio

  • 7

    Also known as retempering of concrete that has been allowed to stand more than one half hour is not to be permitted

    regaging

  • 8

    Concrete can be transported by several methods. which of the following is not mentioned as method of transporting concrete NOT

    cranes

  • 9

    Shrinkage of concrete due to hardening and contraction from temperature changes causes cracks. how can the size of these cracks be minimized

    by placing reinforcement to break up large cracks in the smaller ones

  • 10

    When using chutes transport concrete,what is recommended maximum slope

    1 vertical to 2 horizontal

  • 11

    What is the process called where concrete is allowed to harden after it placed

    curing

  • 12

    For how many days after placing should fresh concrete be protected from excessive vibration, loads, extreme heat or cold, two rapid drying, and contract with impurities to ensure favorable hardening

    7 days

  • 13

    Any substance added to cement,mortars,and concrete to the purpose of improving or impact imparting particular properties

    admixtures

  • 14

    In machine mixing of concrete,how long should the mixing of each batch continue after all material are in the mixer

    not less than 1 minute

  • 15

    Compared to the hand mixing, machine mixing of concrete generally results in

    more uniform quality and lower cost for large volumes

  • 16

    Materials used in very small amount to modify spacific property of another material in order to improve its characteristics; used in paints, plaster, mortars, concrete etc

    admixtures

  • 17

    The curing period or required time for: balustrades, coping etc for steel and side forms:_________

    1 day (24 hrs)

  • 18

    The curing period or required time for: arches spandrel walls:_______ spandrel arches:________ main arches:__________

    7 days (168 hours), 14 days (336 hours), 21 days (504 hours)

  • 19

    the curing period or required time for: beams and girders sides:_______ beams and girders bottoms:________

    3 days, up to 14 ft. 14 days (336 hours). Add 1 day for every 1 ft. additional span or fraction where of but not more than 28 days (672 hour)

  • 20

    the curing period or required time for: 3 to 7 ft spans:_______ Over 7 ft spans:________

    3 ft span, 5 days (120 hours) add 1/2 day (12 hours) for every additional one fit span or refraction, 7 ft span, 7 days (168 hours) add 1 day (24 hours) for every additional one fit span or refraction thereof but not more than 28 days (672 hours)

  • 21

    the curing period or required time for: massive footings:_________ cantilever footings and slab footings:_________

    1 day (24 hrs), 5 days (120 hrs)

  • 22

    the curing period or required time for: massive walls, 30 cms. thick or more:_________ thin walls less than 30 cms thick:_________ cantilever walls, buttresses, counterfort diagrams:__________

    up to 2 m high. 1 day (24 hrs). add 1 day (24 hrs) for every additional meter or fraction thereof, up to 2 m high. 2 day (24 hrs). 1-1/2 days (34 hrs) for every additional meter or fraction thereof, without loads as same as: up to 2 m high. 2 day (24 hrs). 1-1/2 days (34 hrs) for every additional meter or fraction thereof

  • 23

    How do you mix concrete manually or by hand mixing

    1. Sand + Cement (mix) 2. Form a crater + add water 3. Add gravel 4. Mix all inwand

  • 24

    what is the total weight of portland cement is sold in bags

    40 kilos

  • 25

    The increase of the compressive strength of concrete is rapid in the early stage and slow down a time passes, approximately what percentage of its minimum compressive strength does concrete reach at 28 days of age

    60%

  • 26

    How does the water-cement ratio affect the strength of concrete

    strength decrease as the water-cement ratio increase

  • 27

    In less highly reinforced part of structures (like footings, thick walls, pan massive work),course aggregate may range up to

    50 mm (2")

  • 28

    For reinforced beams, floor slabs, and thin walls, maximum size of coarse aggregate should not exceed

    25 mm (1")

  • 29

    Course aggregate in concrete consists of which materials

    crashed stones, travel or other inert materials of similar characteristics

  • 30

    What is a characteristic of desirable aggregates for concrete

    being strong, clean, hard and uncoated

  • 31

    What is the name given to the mixture of cement water and find aggregate less than 6 mm

    mortar

  • 32

    Which of the following is not a characteristic of a good concrete NOT

    easily molded after setting

  • 33

    In reinforced-concrete construction, what type of portland cement is recommended

    high-grade type I portland cement (type C-150)

  • 34

    Aggregate in concrete are best described as

    Inert minerals fillers used with cement and water

  • 35

    How do you mix concrete using Machine mixer

    1. Add Gravel 2. Add Sand 3. Add Cement 4. Add Water

  • 36

    Concrete should never be allowed to drop freely for unexposed work

    over 5ft

  • 37

    Concrete should never be allowed to drop freely for exposed work

    over 3ft

  • 38

    Reduces the amount of mixing water required for the desirable workability. Lowering water-cement ratio generally results in increased strength

    Water reducing agent

  • 39

    Prevents the evaporation of water form concrete and allow it to be retained for hydration

    Surface sealing agent

  • 40

    Water Reducing Agent

    Superplasticizer

  • 41

    Other term of Water Reducing Agent

    Superplasticizer

  • 42

    Used for reducing the surface tension of the mixing water in a concrete mix thereby facilitating the wetting and penetrating action of water

    Surfare-active agent

  • 43

    Causes cement particles to separate by importing like electrostatic charges. It prevents bleeding o water to the surface of concrete

    Dispersal agent

  • 44

    Other term of Surface-Active Agent

    Surfactant

  • 45

    Are added to improve workability, used as per manufacturer’s directions. Hydrated lime is usually in the proportion of 10 to 15% of the cement by volume.

    Inert, finely divided powders such as powdered glass , silica sand, stone dust, hydrated lime

  • 46

    An admixture that disperses entrained air in a concrete or mortar mix to increase workability, improved resistance to crackling indiced by free-thaw cycles ch the scaling caused by de-icing chemicals

    Air Entraining Agents

  • 47

    Causes a slight expansion in plastic concrete or mortar and thus reduces or eliminates voids caused by settlement

    Gas Forning Agent

  • 48

    Hastens the setting and strength development of a concrete, mortar or plaster mix. Principal ingredients are caluium chloride

    Accelerators

  • 49

    Slow the setting of concrete, mortar or plaster mix in order to allow more time for placing and working the mix

    Retarders/Decelarators

  • 50

    Improves denseness of concrete surface which are subjected to rolling live loads and impact

    Concrete hardener

  • 51

    Improves bond between two concrete surfaces

    Bonding agent

  • 52

    Prevents cement paste from bonding to the surface and inhibits the setting of cement paste

    Set inhibiting agent

  • 53

    An abrasive materials used as topping to prevent slippery surfaces

    Non-skid surface agent

  • 54

    Sometimes used in structures where it is desirable to avoid high temprature or in structures exposed to seawater or water containing sulfate

    Pozzolanic admixture

  • 55

    Renders concrete more impermeable

    Concrete waterproof

  • 56

    Manufactured from stearic acid or its compounds, mainly calcium stearate, and include asphalt emulsions

    Waterproofing (perameability - reducing) compounds

  • 57

    For surface coloring. They are dusted on, usually in two coats, after all surface water has disappeared. The surface is then finished with a steel trowel .

    Dry-cast, broadcast or dust-on

  • 58

    For body coloring. Integral color pigments are incorporated in the mortar topping. They are mixed dry with the cement and aggregate before water is added. Amount of color pigment required is not more than 10% of the cement by weight, generally 3 to 6 lbs. per bag of cement .

    Integral colors

  • 59

    Employed to test existing concrete structure by drawing out a core cylinder

    concrete core test

  • 60

    Most widely used test fan concrete compressive strength

    compresive test

  • 61

    A cylinder concrete, cast form a representative batch and cured in a laboratory or in the field under controlled conditions

    test cylinder

  • 62

    A compression test a cylinder cut from a hardened concrete structure, usually means of a core drill

    core test

  • 63

    What is the minimum age (days) required ultimate compressive strenght

    28 days

  • 64

    What is the minimum required ultimate compressive strength for Class AA: Cylinder: _________ psi Cube: _________ psi

    2400, 2800

  • 65

    What is the minimum required ultimate compressive strength for Class A: Cylinder: _________ psi Cube: _________ psi

    2000, 2400

  • 66

    What is the minimum required ultimate compressive strength for Class B: Cylinder: _________ psi Cube: _________ psi

    1600, 2000

  • 67

    What is the minimum required ultimate compressive strength for Class D: Cylinder: _________ psi Cube: _________ psi

    1000, 1200

  • 68

    What is the minimum required ultimate compressive strength for Class C: Cylinder: _________ psi Cube: _________ psi

    1300, 1600

  • 69

    Due to hardening and contraction from temperature changes, causes cracks the size o which depends on the extent of the mass

    Shinkage of concrete & temperature changes

  • 70

    The contracting of a hardened concrete mixture due to the loss of capillary water

    drying shrinkage

  • 71

    Contracting of a concrete prior to its final set caused by hydration of the cement paste

    plastic shrinkage

  • 72

    In an important phenomenon in a young concrete. At low water/cement ratio, less than about 0.42, all the water is rapidly drawn into the hydration process and the more creates very fine capillaries

    autogenous shrinkage

  • 73

    Occurs when the concrete is exposed to air containing carbon dioxide. When the handened concrete is exposed to this type of air, the weight increase, and the concrete undergoes irreversible

    carbonation shrinkage

  • 74

    Powdering at the surface of concrete slab

    dusting

  • 75

    caused by vapor migrating through the stab bringing soluble salts to the surface of the concrete

    efflorescence

  • 76

    Are hollow spaces and cavities left in concrete mass on surfaces or inside the concrete mass could not reach where concrete

    honeycomb

  • 77

    What is the thickness of lumber commonly used for columns, beams, and girder bottoms in concrete forms

    2"

  • 78

    What is the thickness of lumber commonly used for floor panels in concrete forms

    1"

  • 79

    Which of the following lumber sizes is commonly used for struts, posts, shores, and uprights

    2"x4"

  • 80

    What are the typical thicknesses of cleats used in concrete forms

    1" or 2"

  • 81

    Used where a smooth surface is required. It should be waterproof, Grade A and at least 12mm (1/2") thick

    plywood forms

  • 82

    Uses pans for concrete joist construction, steel decking a corrugated steel for concrete slabs and slab-and-joist construction

    steel form

  • 83

    What is the main use of steel bars in construction

    To reinforce concrete

  • 84

    What are steel bars commonly called

    Billet-steel bars and rail-steel bars

  • 85

    What are common sizes of steel bars

    1/4 inch to 1-1/4 inches

  • 86

    What are typical lengths of steel bars

    20 or 30 feet

  • 87

    What are the two common types of steel bars

    Billet-steel bars and rail-steel bars

  • 88

    What are the two types of steel bars based on surface texture

    Plain and deformed

  • 89

    How are billet-steel bars made

    By rolling billets from ingots

  • 90

    What are the grades of billet-steel bars

    Structural, Intermediate, Hard

  • 91

    How many grades do rail-steel bars have

    1

  • 92

    How are rail-steel bars made

    By rolling standard T-rails

  • 93

    What material is wire fabric made of

    Cold-drawn steel wireCold-drawn steel wire

  • 94

    What does the first pair of numbers in wire fabric specifications refer to

    Spacing of the wires

  • 95

    What sizes are available for welded wire fabric rolls

    5 ft or 6 ft wide

  • 96

    The inside of forms which have been used once and are to be used again shall be coated an approved soap or other approved material, or thoroughly wetted before concreting. Should only be partially seasoned

    lumber forms

  • 97

    Polystyrene forms are now available for concrete work.

    plastic forms

  • 98

    built up of either single or stranded longitudinal wires with cross wires or bond wires running diagonally across the fabric

    Triangle-mesh wire fabric

  • 99

    Manufactured from solids steel sheets. The forms into which sheet can be shaped include diamond, crimp, herringbone,and z-rib the name only a few

    expanded mesh

  • 100

    Are furnished either in flat or segmental sheets, press into a series of solid ribs, between which the metal is stamped, perforated or deformed into an open mesh work. Are furnish painted or galvanized, in open-hearth mild steel or in special copper bearing or alloy steals

    lath

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    問題一覧

  • 1

    Concrete is completely mixed in a truck

    transit-mixed concrete

  • 2

    Process of providing gentle motion in mixed concrete, just sufficient to prevent segregation of materials and loss of plasticity

    Agitation

  • 3

    Has a large rotating drum on the rear of its chassis to used to mix concrete ingredients and to ensure it doesn't set whilst in transit

    agitator truck

  • 4

    What is the maximum recommended time of transporting concrete from mixer to the forms

    30 minutes

  • 5

    How many hours until after mixing is the initial set of the concrete

    1 to 3 hours

  • 6

    Why is retempering of concrete generally prohibited

    It changes the water-cement ratio

  • 7

    Also known as retempering of concrete that has been allowed to stand more than one half hour is not to be permitted

    regaging

  • 8

    Concrete can be transported by several methods. which of the following is not mentioned as method of transporting concrete NOT

    cranes

  • 9

    Shrinkage of concrete due to hardening and contraction from temperature changes causes cracks. how can the size of these cracks be minimized

    by placing reinforcement to break up large cracks in the smaller ones

  • 10

    When using chutes transport concrete,what is recommended maximum slope

    1 vertical to 2 horizontal

  • 11

    What is the process called where concrete is allowed to harden after it placed

    curing

  • 12

    For how many days after placing should fresh concrete be protected from excessive vibration, loads, extreme heat or cold, two rapid drying, and contract with impurities to ensure favorable hardening

    7 days

  • 13

    Any substance added to cement,mortars,and concrete to the purpose of improving or impact imparting particular properties

    admixtures

  • 14

    In machine mixing of concrete,how long should the mixing of each batch continue after all material are in the mixer

    not less than 1 minute

  • 15

    Compared to the hand mixing, machine mixing of concrete generally results in

    more uniform quality and lower cost for large volumes

  • 16

    Materials used in very small amount to modify spacific property of another material in order to improve its characteristics; used in paints, plaster, mortars, concrete etc

    admixtures

  • 17

    The curing period or required time for: balustrades, coping etc for steel and side forms:_________

    1 day (24 hrs)

  • 18

    The curing period or required time for: arches spandrel walls:_______ spandrel arches:________ main arches:__________

    7 days (168 hours), 14 days (336 hours), 21 days (504 hours)

  • 19

    the curing period or required time for: beams and girders sides:_______ beams and girders bottoms:________

    3 days, up to 14 ft. 14 days (336 hours). Add 1 day for every 1 ft. additional span or fraction where of but not more than 28 days (672 hour)

  • 20

    the curing period or required time for: 3 to 7 ft spans:_______ Over 7 ft spans:________

    3 ft span, 5 days (120 hours) add 1/2 day (12 hours) for every additional one fit span or refraction, 7 ft span, 7 days (168 hours) add 1 day (24 hours) for every additional one fit span or refraction thereof but not more than 28 days (672 hours)

  • 21

    the curing period or required time for: massive footings:_________ cantilever footings and slab footings:_________

    1 day (24 hrs), 5 days (120 hrs)

  • 22

    the curing period or required time for: massive walls, 30 cms. thick or more:_________ thin walls less than 30 cms thick:_________ cantilever walls, buttresses, counterfort diagrams:__________

    up to 2 m high. 1 day (24 hrs). add 1 day (24 hrs) for every additional meter or fraction thereof, up to 2 m high. 2 day (24 hrs). 1-1/2 days (34 hrs) for every additional meter or fraction thereof, without loads as same as: up to 2 m high. 2 day (24 hrs). 1-1/2 days (34 hrs) for every additional meter or fraction thereof

  • 23

    How do you mix concrete manually or by hand mixing

    1. Sand + Cement (mix) 2. Form a crater + add water 3. Add gravel 4. Mix all inwand

  • 24

    what is the total weight of portland cement is sold in bags

    40 kilos

  • 25

    The increase of the compressive strength of concrete is rapid in the early stage and slow down a time passes, approximately what percentage of its minimum compressive strength does concrete reach at 28 days of age

    60%

  • 26

    How does the water-cement ratio affect the strength of concrete

    strength decrease as the water-cement ratio increase

  • 27

    In less highly reinforced part of structures (like footings, thick walls, pan massive work),course aggregate may range up to

    50 mm (2")

  • 28

    For reinforced beams, floor slabs, and thin walls, maximum size of coarse aggregate should not exceed

    25 mm (1")

  • 29

    Course aggregate in concrete consists of which materials

    crashed stones, travel or other inert materials of similar characteristics

  • 30

    What is a characteristic of desirable aggregates for concrete

    being strong, clean, hard and uncoated

  • 31

    What is the name given to the mixture of cement water and find aggregate less than 6 mm

    mortar

  • 32

    Which of the following is not a characteristic of a good concrete NOT

    easily molded after setting

  • 33

    In reinforced-concrete construction, what type of portland cement is recommended

    high-grade type I portland cement (type C-150)

  • 34

    Aggregate in concrete are best described as

    Inert minerals fillers used with cement and water

  • 35

    How do you mix concrete using Machine mixer

    1. Add Gravel 2. Add Sand 3. Add Cement 4. Add Water

  • 36

    Concrete should never be allowed to drop freely for unexposed work

    over 5ft

  • 37

    Concrete should never be allowed to drop freely for exposed work

    over 3ft

  • 38

    Reduces the amount of mixing water required for the desirable workability. Lowering water-cement ratio generally results in increased strength

    Water reducing agent

  • 39

    Prevents the evaporation of water form concrete and allow it to be retained for hydration

    Surface sealing agent

  • 40

    Water Reducing Agent

    Superplasticizer

  • 41

    Other term of Water Reducing Agent

    Superplasticizer

  • 42

    Used for reducing the surface tension of the mixing water in a concrete mix thereby facilitating the wetting and penetrating action of water

    Surfare-active agent

  • 43

    Causes cement particles to separate by importing like electrostatic charges. It prevents bleeding o water to the surface of concrete

    Dispersal agent

  • 44

    Other term of Surface-Active Agent

    Surfactant

  • 45

    Are added to improve workability, used as per manufacturer’s directions. Hydrated lime is usually in the proportion of 10 to 15% of the cement by volume.

    Inert, finely divided powders such as powdered glass , silica sand, stone dust, hydrated lime

  • 46

    An admixture that disperses entrained air in a concrete or mortar mix to increase workability, improved resistance to crackling indiced by free-thaw cycles ch the scaling caused by de-icing chemicals

    Air Entraining Agents

  • 47

    Causes a slight expansion in plastic concrete or mortar and thus reduces or eliminates voids caused by settlement

    Gas Forning Agent

  • 48

    Hastens the setting and strength development of a concrete, mortar or plaster mix. Principal ingredients are caluium chloride

    Accelerators

  • 49

    Slow the setting of concrete, mortar or plaster mix in order to allow more time for placing and working the mix

    Retarders/Decelarators

  • 50

    Improves denseness of concrete surface which are subjected to rolling live loads and impact

    Concrete hardener

  • 51

    Improves bond between two concrete surfaces

    Bonding agent

  • 52

    Prevents cement paste from bonding to the surface and inhibits the setting of cement paste

    Set inhibiting agent

  • 53

    An abrasive materials used as topping to prevent slippery surfaces

    Non-skid surface agent

  • 54

    Sometimes used in structures where it is desirable to avoid high temprature or in structures exposed to seawater or water containing sulfate

    Pozzolanic admixture

  • 55

    Renders concrete more impermeable

    Concrete waterproof

  • 56

    Manufactured from stearic acid or its compounds, mainly calcium stearate, and include asphalt emulsions

    Waterproofing (perameability - reducing) compounds

  • 57

    For surface coloring. They are dusted on, usually in two coats, after all surface water has disappeared. The surface is then finished with a steel trowel .

    Dry-cast, broadcast or dust-on

  • 58

    For body coloring. Integral color pigments are incorporated in the mortar topping. They are mixed dry with the cement and aggregate before water is added. Amount of color pigment required is not more than 10% of the cement by weight, generally 3 to 6 lbs. per bag of cement .

    Integral colors

  • 59

    Employed to test existing concrete structure by drawing out a core cylinder

    concrete core test

  • 60

    Most widely used test fan concrete compressive strength

    compresive test

  • 61

    A cylinder concrete, cast form a representative batch and cured in a laboratory or in the field under controlled conditions

    test cylinder

  • 62

    A compression test a cylinder cut from a hardened concrete structure, usually means of a core drill

    core test

  • 63

    What is the minimum age (days) required ultimate compressive strenght

    28 days

  • 64

    What is the minimum required ultimate compressive strength for Class AA: Cylinder: _________ psi Cube: _________ psi

    2400, 2800

  • 65

    What is the minimum required ultimate compressive strength for Class A: Cylinder: _________ psi Cube: _________ psi

    2000, 2400

  • 66

    What is the minimum required ultimate compressive strength for Class B: Cylinder: _________ psi Cube: _________ psi

    1600, 2000

  • 67

    What is the minimum required ultimate compressive strength for Class D: Cylinder: _________ psi Cube: _________ psi

    1000, 1200

  • 68

    What is the minimum required ultimate compressive strength for Class C: Cylinder: _________ psi Cube: _________ psi

    1300, 1600

  • 69

    Due to hardening and contraction from temperature changes, causes cracks the size o which depends on the extent of the mass

    Shinkage of concrete & temperature changes

  • 70

    The contracting of a hardened concrete mixture due to the loss of capillary water

    drying shrinkage

  • 71

    Contracting of a concrete prior to its final set caused by hydration of the cement paste

    plastic shrinkage

  • 72

    In an important phenomenon in a young concrete. At low water/cement ratio, less than about 0.42, all the water is rapidly drawn into the hydration process and the more creates very fine capillaries

    autogenous shrinkage

  • 73

    Occurs when the concrete is exposed to air containing carbon dioxide. When the handened concrete is exposed to this type of air, the weight increase, and the concrete undergoes irreversible

    carbonation shrinkage

  • 74

    Powdering at the surface of concrete slab

    dusting

  • 75

    caused by vapor migrating through the stab bringing soluble salts to the surface of the concrete

    efflorescence

  • 76

    Are hollow spaces and cavities left in concrete mass on surfaces or inside the concrete mass could not reach where concrete

    honeycomb

  • 77

    What is the thickness of lumber commonly used for columns, beams, and girder bottoms in concrete forms

    2"

  • 78

    What is the thickness of lumber commonly used for floor panels in concrete forms

    1"

  • 79

    Which of the following lumber sizes is commonly used for struts, posts, shores, and uprights

    2"x4"

  • 80

    What are the typical thicknesses of cleats used in concrete forms

    1" or 2"

  • 81

    Used where a smooth surface is required. It should be waterproof, Grade A and at least 12mm (1/2") thick

    plywood forms

  • 82

    Uses pans for concrete joist construction, steel decking a corrugated steel for concrete slabs and slab-and-joist construction

    steel form

  • 83

    What is the main use of steel bars in construction

    To reinforce concrete

  • 84

    What are steel bars commonly called

    Billet-steel bars and rail-steel bars

  • 85

    What are common sizes of steel bars

    1/4 inch to 1-1/4 inches

  • 86

    What are typical lengths of steel bars

    20 or 30 feet

  • 87

    What are the two common types of steel bars

    Billet-steel bars and rail-steel bars

  • 88

    What are the two types of steel bars based on surface texture

    Plain and deformed

  • 89

    How are billet-steel bars made

    By rolling billets from ingots

  • 90

    What are the grades of billet-steel bars

    Structural, Intermediate, Hard

  • 91

    How many grades do rail-steel bars have

    1

  • 92

    How are rail-steel bars made

    By rolling standard T-rails

  • 93

    What material is wire fabric made of

    Cold-drawn steel wireCold-drawn steel wire

  • 94

    What does the first pair of numbers in wire fabric specifications refer to

    Spacing of the wires

  • 95

    What sizes are available for welded wire fabric rolls

    5 ft or 6 ft wide

  • 96

    The inside of forms which have been used once and are to be used again shall be coated an approved soap or other approved material, or thoroughly wetted before concreting. Should only be partially seasoned

    lumber forms

  • 97

    Polystyrene forms are now available for concrete work.

    plastic forms

  • 98

    built up of either single or stranded longitudinal wires with cross wires or bond wires running diagonally across the fabric

    Triangle-mesh wire fabric

  • 99

    Manufactured from solids steel sheets. The forms into which sheet can be shaped include diamond, crimp, herringbone,and z-rib the name only a few

    expanded mesh

  • 100

    Are furnished either in flat or segmental sheets, press into a series of solid ribs, between which the metal is stamped, perforated or deformed into an open mesh work. Are furnish painted or galvanized, in open-hearth mild steel or in special copper bearing or alloy steals

    lath