Building Materials - Concrete Part 3
問題一覧
1
transit-mixed concrete
2
Agitation
3
agitator truck
4
30 minutes
5
1 to 3 hours
6
It changes the water-cement ratio
7
regaging
8
cranes
9
by placing reinforcement to break up large cracks in the smaller ones
10
1 vertical to 2 horizontal
11
curing
12
7 days
13
admixtures
14
not less than 1 minute
15
more uniform quality and lower cost for large volumes
16
admixtures
17
1 day (24 hrs)
18
7 days (168 hours), 14 days (336 hours), 21 days (504 hours)
19
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
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
1 day (24 hrs), 5 days (120 hrs)
22
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
1. Sand + Cement (mix) 2. Form a crater + add water 3. Add gravel 4. Mix all inwand
24
40 kilos
25
60%
26
strength decrease as the water-cement ratio increase
27
50 mm (2")
28
25 mm (1")
29
crashed stones, travel or other inert materials of similar characteristics
30
being strong, clean, hard and uncoated
31
mortar
32
easily molded after setting
33
high-grade type I portland cement (type C-150)
34
Inert minerals fillers used with cement and water
35
1. Add Gravel 2. Add Sand 3. Add Cement 4. Add Water
36
over 5ft
37
over 3ft
38
Water reducing agent
39
Surface sealing agent
40
Superplasticizer
41
Superplasticizer
42
Surfare-active agent
43
Dispersal agent
44
Surfactant
45
Inert, finely divided powders such as powdered glass , silica sand, stone dust, hydrated lime
46
Air Entraining Agents
47
Gas Forning Agent
48
Accelerators
49
Retarders/Decelarators
50
Concrete hardener
51
Bonding agent
52
Set inhibiting agent
53
Non-skid surface agent
54
Pozzolanic admixture
55
Concrete waterproof
56
Waterproofing (perameability - reducing) compounds
57
Dry-cast, broadcast or dust-on
58
Integral colors
59
concrete core test
60
compresive test
61
test cylinder
62
core test
63
28 days
64
2400, 2800
65
2000, 2400
66
1600, 2000
67
1000, 1200
68
1300, 1600
69
Shinkage of concrete & temperature changes
70
drying shrinkage
71
plastic shrinkage
72
autogenous shrinkage
73
carbonation shrinkage
74
dusting
75
efflorescence
76
honeycomb
77
2"
78
1"
79
2"x4"
80
1" or 2"
81
plywood forms
82
steel form
83
To reinforce concrete
84
Billet-steel bars and rail-steel bars
85
1/4 inch to 1-1/4 inches
86
20 or 30 feet
87
Billet-steel bars and rail-steel bars
88
Plain and deformed
89
By rolling billets from ingots
90
Structural, Intermediate, Hard
91
1
92
By rolling standard T-rails
93
Cold-drawn steel wireCold-drawn steel wire
94
Spacing of the wires
95
5 ft or 6 ft wide
96
lumber forms
97
plastic forms
98
Triangle-mesh wire fabric
99
expanded mesh
100
lath
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39問 • 1年前問題一覧
1
transit-mixed concrete
2
Agitation
3
agitator truck
4
30 minutes
5
1 to 3 hours
6
It changes the water-cement ratio
7
regaging
8
cranes
9
by placing reinforcement to break up large cracks in the smaller ones
10
1 vertical to 2 horizontal
11
curing
12
7 days
13
admixtures
14
not less than 1 minute
15
more uniform quality and lower cost for large volumes
16
admixtures
17
1 day (24 hrs)
18
7 days (168 hours), 14 days (336 hours), 21 days (504 hours)
19
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
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
1 day (24 hrs), 5 days (120 hrs)
22
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
1. Sand + Cement (mix) 2. Form a crater + add water 3. Add gravel 4. Mix all inwand
24
40 kilos
25
60%
26
strength decrease as the water-cement ratio increase
27
50 mm (2")
28
25 mm (1")
29
crashed stones, travel or other inert materials of similar characteristics
30
being strong, clean, hard and uncoated
31
mortar
32
easily molded after setting
33
high-grade type I portland cement (type C-150)
34
Inert minerals fillers used with cement and water
35
1. Add Gravel 2. Add Sand 3. Add Cement 4. Add Water
36
over 5ft
37
over 3ft
38
Water reducing agent
39
Surface sealing agent
40
Superplasticizer
41
Superplasticizer
42
Surfare-active agent
43
Dispersal agent
44
Surfactant
45
Inert, finely divided powders such as powdered glass , silica sand, stone dust, hydrated lime
46
Air Entraining Agents
47
Gas Forning Agent
48
Accelerators
49
Retarders/Decelarators
50
Concrete hardener
51
Bonding agent
52
Set inhibiting agent
53
Non-skid surface agent
54
Pozzolanic admixture
55
Concrete waterproof
56
Waterproofing (perameability - reducing) compounds
57
Dry-cast, broadcast or dust-on
58
Integral colors
59
concrete core test
60
compresive test
61
test cylinder
62
core test
63
28 days
64
2400, 2800
65
2000, 2400
66
1600, 2000
67
1000, 1200
68
1300, 1600
69
Shinkage of concrete & temperature changes
70
drying shrinkage
71
plastic shrinkage
72
autogenous shrinkage
73
carbonation shrinkage
74
dusting
75
efflorescence
76
honeycomb
77
2"
78
1"
79
2"x4"
80
1" or 2"
81
plywood forms
82
steel form
83
To reinforce concrete
84
Billet-steel bars and rail-steel bars
85
1/4 inch to 1-1/4 inches
86
20 or 30 feet
87
Billet-steel bars and rail-steel bars
88
Plain and deformed
89
By rolling billets from ingots
90
Structural, Intermediate, Hard
91
1
92
By rolling standard T-rails
93
Cold-drawn steel wireCold-drawn steel wire
94
Spacing of the wires
95
5 ft or 6 ft wide
96
lumber forms
97
plastic forms
98
Triangle-mesh wire fabric
99
expanded mesh
100
lath