5#住宅楼标准层土建工程量Word下载.docx
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5#住宅楼标准层土建工程量Word下载.docx
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724.6
20.85
5#住宅楼标准层结构面积合计
墙体跑米工程量计算表
M
204.6
墙体/5#住宅楼标准层结构面积合计
i
0.275
河北省保定市何辛庄1#2#商业点楼
楼号
分项工程及部位提要
1#
首层
62.76
60+2.76
柱
10.95
30.14
103.85
二层
57.17
52.74+4.43
10.08
7
25.11
8
92.36
9
基础
C35
39.31
36.29+3.02
10
C20
23
12.87+10.01
11
C15
12.16
12
74.47
13
270.68
14
2#
98.03
62.76+31.58+2.19+1.5
15
15.81
16
46
30.14+15.864
17
159.84
18
89.98
57.17+30.13+2.68
19
14.56
20
39.59
25.11+14.48
21
144.13
22
64.66
36.29+3.02+23.94+1.41
39.95
12.87+10.01+3.6+2.25+3.6+2.25+2.17+3.2
24
19.16
12.16+7
25
26
427.74
27
1#2#合计
698.42
梁、板、柱C35
1#、2#
首层(合计)
263.69
二层(合计)
236.49
保定市何辛庄5#标准层接触面积
工程量计算表
m2/层
1190.566
246.742
678.792
阳台板栏板
73.1
35.496
5#标准层接触面积合计
注:
保定市何辛庄5#标准层接触面积(墙体)部分:
595.283*2=1190.566m2/层
保定市何辛庄5#标准层接触面积(梁)部分:
*2=246.742M2/层
保定市何辛庄5#标准层接触面积(顶板)部分:
(668.56+14.52+73.1+35.496)-4.288=787.388m2/层
保定市何辛庄5#标准层建筑面积769.3m2/层:
/769.3=2.89接触面积/建筑面积
河北省保定市何辛庄5#标准层接触面积(墙体)部分
1#
1轴~2轴/H轴~G轴
45.565
(4.6+0.75*3+1.8)*(2.9-0.1)(内)+(0.95+5)*2.9(外)+0.75*2.8(外)+0.2*(2.5*2+2.55+2.4)(门侧)=24.22(内)+19.355(外)+1.99(门侧)=45.565
2#
2轴~3轴/J轴~F轴
38.276
(0.9*2+2.4*2+3.6)*(2.9-0.12)(内)+(1+1)*2.9(外)+0.6*2.8(外)+0.2*(2.5*2+2.4*3)(门侧)=28.356(内)+7.48(外)+2.44(门侧)=38.276
3#
3轴~4轴/J轴~G轴
20.745
(0.45+2.4+1+2.2)*(2.9-0.10)(内)+0.45*2.9(外)+0.2*(2.5*5)(门侧)=16.94(内)+1.305(外)+2.5(门侧)=20.745
4#
4轴~5轴/H轴~h轴(电梯井1#)
6.72
(1+1)*2.9(内)+0.2*(2.3*2)(门侧)=5.8(内)+0.92(门侧)=6.72
5#
4轴~5轴/h轴~G轴(电梯井2#)
9.62
(1+1+1)*2.9(内)+0.2*(2.3*2)(门侧)=8.7(内)+0.92(门侧)=9.62
6#
5轴~8轴/H1轴~G轴
9.95
(1.6+0.7+0.2)*(2.9-0.12)(内)+0.2*(2.5*6)(门侧)=6.95(内)+3(门侧)=9.95
7#
4轴~8轴/K轴~H轴
53.95
(2.4*2+3.8+2.6)*(2.9-0.10)(内)+(1.4*2+0.25*2+0.2*2+0.4*2+2.6)*2.9(外)+0.2*(2.5*4)(门侧)=31.36(内)+20.59(外)+2.0(门侧)=53.95
8#
8轴~9轴/J轴~g轴
18.565
(1+0.45+1.9+2.1)*(2.9-0.10)(内)+0.45*2.9(外)+0.2*(2.5*4)(门侧)=15.26(内)+1.305(外)+2.0(门侧)=18.565
9#
8轴~9轴/g轴~G轴
9.68
(0.5*2+2.1)*(2.9-0.10)(内)+0.2*(2.5*2)(门侧)=8.68(内)+1(门侧)=9.68
10#
9轴~10轴/J轴~F轴
36.862
(1.9*2+2.5*1+3.6)*(2.9-0.12)(内)+(1.1+1.1)*2.9(外)+0.2*(2.5*4+2.4*2)(门侧)=27.522(内)+6.38(外)+2.96(门侧)=36.862
11#
10轴~11轴/H轴~G轴
22.35
(1.9*2+0.6+0.9)*(2.9-0.10)(内)+(0.6+0.6)*(2.9-0.1)(外)+1*2.9(外)+0.2*(2.5*2+2.5/2)(门侧)=14.84(内)+6.26(外)+1.25(门侧)=22.35
12#
10轴~11轴/F轴~G轴
2.77
0.9*(2.9-0.10)(内)+0.2*2.5/2(门侧)=2.52(内)+0.25(门侧)=2.77
13#
10轴~11轴/F轴~E轴
14.06
(1.7*2+0.9)*(2.9-0.10)(内)+0.2*(2.5*2+2.55*2)(门侧)=12.04(内)+2.02(门侧)=14.06
14#
10轴~11轴/B轴~E轴
15.06
(1.4+1.9+0.9+0.3)*(2.9-0.10)(内)+0.2*(2.5*2+2.50*2/2+2.4*2)(门侧)=12.6(内)+2.46(门侧)=15.06
15#
10轴~11轴/B轴~b轴
7.59
(1.3+0.9+0.3)*(2.9-0.10)(内)+0.2*(2.50*1/2+1.7)(门侧)=7(内)+0.59(门侧)=7.59
16#
9a轴~10轴/F轴~D轴
14.73
(1.8+3.1)*(2.9-0.10)(内)+0.2*(2.50+2.55)(门侧)=13.72(内)+1.01门侧)=14.73
17#
9轴~10轴/A轴~D轴
27.816
(0.9*2+0.20+1.9+2.3)*(2.9-0.12)(内)+(0.9+1.1+0.8)*2.9(外)+0.2*(2.5*3+2.4*2)(门侧)=17.236(内)+8.12(外)+2.46(门侧)=27.816
18#
7轴~9轴/A轴~D轴
36.692
(0.8*2+0.20+1.9+2.2+1.7+0.8+0.5)*(2.9-0.12)(内)+(0.8+2.2)*2.9(外)+0.2*(2.5*6+2.5/2)(门侧)=24.742(内)+8.7(外)+3.25(门侧)=36.692
19#
7轴~9轴/A轴~a轴
2.92
(0.8*2)*(2.9-0.10)(内)+0.2*(1.7*2)(门侧)=2.24(内)+0.68(门侧)=2.92
20#
6轴~9a轴/F轴~D轴
24.06
(0.7+1.90+0.9+0.9+2.1)*(2.9-0.10)(内)+(1.1+0.1)*(2.9-0.1)(外)+0.2*(2.5*4+2.5*2/2)(门侧)=18.2(内)+3.36(外)+2.5(门侧)=24.06
21#
3轴~9轴/F轴~G轴
14.56
(2+0.3*2+2.4+0.2)*(2.9-0.10)(内)=14.56
22#
1轴~2轴/B轴~b轴
7.68
(0.6*2+1.3)*(2.9-0.10)(内)+0.2*(1.7*2)(门侧)=7(内)+0.68(门侧)=7.68
23#
1轴~2轴/B轴~E轴
39.3
(0.6*3+4.6+1.4)*(2.9-0.10)(内)+5*2.9(外)+0.2*(2.5*4+2.4*2)(门侧)=21.84(内)+14.5(外)+2.96(门侧)=39.3
24#
1轴~2轴/G轴~E轴
10.1
(0.6+0.75+1.9)*(2.9-0.10)(内)+0.2*(2.5*2)(门侧)=9.1(内)+1(门侧)=10.1
16a
2轴~2a轴/F轴~D轴
17a
2轴~3轴/A轴~D轴
27.26
(0.9*2+0.20+1.9+2.3)*(2.9-0.12)(内)+(0.9+1.1+0.8)*2.9(外)+0.2*(2.5*3+2.4*2)(门侧)=16.68(内)+8.12(外)+2.46(门侧)=27.26
18a
3轴~5轴/A轴~D轴
19a
3轴~5轴/A轴~a轴
20a
2a轴~6轴/F轴~D轴
河北省保定市何辛庄5#标准层接触面积(墙体)部分
595.283*2
河北省保定市何辛庄5#标准层接触面积(梁)部分
1500m
1.2
0.2*1.5+1.5*0.3*2
1800m
1.584
0.2*1.8+1.8*0.28+1.8*0.4
1650m
1.485
0.2*1.65+1.65*0.3+1.65*0.4
1200m
1.08
0.2*1.2+1.2*0.3+1.2*0.4
L39
1.575
0.2*2.25+2.25*0.25+2.25*0.25
KL4
4.134
4.3*0.2+4.3*0.38+4.1*0.4
KL2
2.88
3.2*0.2+3.2*0.30+3.2*0.4
KL34
1.92
2.4*0.2+2.4*0.30+2.4*0.3
KL3
2.496
3.2*0.2+3.2*0.30+3.2*0.28
KL31
2.808
3.6*0.2+3.6*0.30+3.6*0.28
KL33
1200mLL49
0.936
0.2*1.2+1.2*0.3+1.2*0.28
1100mLL32
0.88
0.2*1.1+1.1*0.3+1.1*0.3
L5
2.17
0.2*3.1+3.1*0.25+3.1*0.25
KL37
2.8
3.5*0.2+3.5*0.30+3.5*0.3
KL28
1.76
2.2*0.2+2.2*0.30+2.2*0.3
KL8
L40
1.68
0.2*2.1+2.1*0.30+2.1*0.3
KL9
1.8
2*0.2+2*0.30+2*0.40
LL11
5.12
(0.2*2+2*0.48+2*0.6)*2
1200mLL45
0.96
0.2*1.2+1.2*0.3+1.2*0.30
KL11
3.864
4.9*0.2+4.9*0.30+2.8*0.28+2.1*0.3
KL13
2.73
3.5*0.2+3.5*0.28+3.5*0.3
KL15
2.028
2.6*0.2+2.6*0.28+2.6*0.3
L35
1.014
0.2*1.3+1.3*0.3+1.3*0.28
28
KL16
4.036
4.2*0.2+4.2*0.38+4*0.4
29
2.1
0.2*3+3*0.25+3*0.25
30
KL38
1.68
2.1*0.2+2.1*0.30+2.1*0.30
31
KL19
1.62
4.2*0.2/2+4.0*0.30
32
KL18
1.08
2.7*0.2/2+2.7*0.30
33
XL17
0.52
1.3*0.2/2+1.3*0.30
34
L28
2.74
0.2*3+3*0.3+3.1*0.4
35
1800mLL30
1.44
0.2*1.8+1.8*0.3+1.8*0.3
1800mLL25
1800mLL24
1800mLL21
1800mLL23
1.404
0.2*1.8+1.8*0.28+1.8*0.3
1800mLL22
36
KLA
1.2
2.4*0.2/2+2.4*0.40
37
XL1
1.25
1.3*0.2+1.3*0.30+1.5*0.40
38
L20
3.57
0.2*4.1+3.7*0.3+4.1*0.4
39
L26
2.82
0.2*3.2+3.0*0.3+3.2*0.4
40
KL7(1A)
3.264
3.4*0.2+3.4*0.38+3.4*0.38
41
KL10
2.112
2.4*0.2+2.4*0.28+2.4*0.4
M2/层
*2
河北省保定市何辛庄5#标准层接触面积(顶板)部分
13.8
24.12
10.91
/
9.45
1.04
3.9
5.1
5.58
19.8
18.7
4.42
26.3
12.48
9.56
2轴~2a轴/F轴~D
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