2016年一级建造师《建筑工程管理与实务》真题及答案

q1+q2+q3+q4 q5
Q=q5=10 L/s
10%
10× 1+10% =11 L/s
3m 4m
3> 1 3 5 7 9 11 13 16
2019/5/1
6/6
GB50204-2015 C
10
3
1
2000m3
1
C30
28÷0.88=31.82MPa 30MPa
4>
6m×6m×0.9m
C20
1m
15000m2
3
1 5 m2
2
5 m2
1 5000 1
2019/5/1
4/6
21
3 [2015]206
2> 2 3 4 3> 1 2 3 4 5 6 7 8 9 10 4>
1
1
3
6m
45°
2.0m
4m
34
( 30 )
43200m2
25910
80%
5%
25000
2013 7 1
2014 9 30
15
③
④
2019/5/1
1.4m 7d
1.5m
GB 50924-2014 7.2.19
3
14d
1.2m
500mm
33
( 20 )
15000m2
800mm 3
3/6
1m
20m
JGJ59-2011
1>
[2015]206
2>
3>
4>
JGJ59-2011
1>
1 2
2 1 5 m2
3
2 1 m2
1 5000
[2008] 91
2
16
2.8m
47m
5m 10%ቤተ መጻሕፍቲ ባይዱ
fak 120kpa
1> 2>
mm 3> 4> 5>
9m 5
4m q1+q2+q3+q4 8.5L/s
1 3 5 7 9 11 13 16 C30
6m×6m×0.9m
1 C30 28MPa
C20
L/s 5 C30
1.6m/s
1>
2>
5m
2m
9m
5m
25m
10L/s
50000
1
A B C D
( 1) C
2
A B C D
( 1) D
3
A B C D
( 1) A
P462 P475
1/4 2019/5/1
P408
4
( 1)
A B C D
B
P380
5
( 1)
A B C D
B
6
A B C D
( 1) C
A D P333
12V
2/4 C 2019/5/1
3/4
12V
7
( 1)
P354
( 1)
A PVC-C B PP-R C PVC-U D PEX
C
18
A B C D
P75
( 1) C60
B
P45
19
( 1)
A B C D
B
PVC-U
C50
()
20
( 1)
3/4
P15 2019/5/1
4/4
A B C D
A
P13
2019/5/1
21
A B C D E
( 2) BE
P261
22
D
13
A B C D
( 1) B
1/4
P60
CB B H
P134
P441 2019/5/1
14
A C15 B C20 C C25 D C30
( 1) 50
B
100 50
15
( 1)
A B C D
A
16
A B C D
( 1) A
P384
2/4
C25 C20
P5 @##
BCD
P53
2019/5/1
17
C25
5>
2019/5/1
2019/5/1
27
A B C D E
( 2) ACE
P139
28
( 2)
A
B
3min
C
7.07cm
D
E
ABC
D
E
29
( 2)
A B C D E
BE
A
C
3/4 P151
3
P126
D 2019/5/1
4/4
30
A B C D E
P58
( 2)
0.28m
CDE
0.28m
0.26m
0.22m
P35
2019/5/1
10395/21620×100%=48.08%
23500×48.08% +146=11444.80
5>
L=(1-
/
1200 ×1128 / =135.36
6>
1
2
3
4
5
7
)x100%= 1-23500/25000 ×100%=6% 1200× 1-L =1128 /
6
35
( 30 )
10000m2
14000m2
A B C D
D
1
P239
8
( 1)
①
②
③
A ①③②④⑤ B ③①②⑤④ C ③①⑤②④ D ③②①④⑤
④
⑤
B
2 3
→
→
9
( 1)
→
→
P171
→
→
A B C D
2019/5/1
D
10
A B C D
( 1) B
P120
4/4 P102
2019/5/1
11
A B C D
( 1) D
12
( 1)
AB B CB CH DN
25200
23500
A
70%
B
2013 6 20
7
2013 6 28
21620
2013 12
2014 9 30
1>
2>
3>
4>
2013 12
5>
6>
1>
2> 1 2
10395
3.5
800
1200 /m2
146 1200m2
/m2
?
A
2019/5/1
5/6
3
,
,
3>
1
2
3
4
5
6
8
425
4>
2013 12
31
( 20 )
φ800mm C30
35~42m
F6~F20
68000m2
GF 2013 0201
C30
900
500mm
1
1/6
20%
8 4
4 1> 2>
3>
4>
1>
20
2> 1 2 3 4 3>
20% C30 C35
, ,
F6 F10
500mm 0.8 1.0m
,
30% F16 F20
2019/5/1
2/6
①②
②③
5
5+5+3+6+3=22
4> ,
,
32
( 20 )
2300m2
300
3 Q390GJ
90%
85%
1.2m
1>
2>
3>
4>
,
, 4 ,
@##
8
,,,,
,
,
1 4
1.5m
7d
2
Q390GJ
21d 1/3
1> 1
2 3 4 2>
3> 4>
C30
① ⑤
1h ②
21d 28d
1/3 1/2
85%. 90%
( 2)
A B C Low-E” D E
CDE
23
( 2)
A
B
C
D
()
E
ABCD
P72 73
(GB 50300-2013)
1/4 2019/5/1
24
A B C D E
( 2) ABCD
E P223
25
A B C D E
( 2) BCD
26
A B C D E
P325
( 2)
ABCE
2/4 P125