工程量计算Word文档格式.docx
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工程量计算Word文档格式.docx
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L=[(4.42+3.95+0.518)*2+0.316]*4-1.55*2+6.35*6=107.37m
V=SL=0.89*107.37=95.56m3
DL-2
S=(0.45+0.3*2)*1.00=1.05㎡
L=(12.44+11.24+15.34+17.076)*2=112.20m
V=SL=1.05*112.20=117.81m3
DL-3
S=(0.45+0.3*2)*0.7=0.735㎡
L=(2.6*2+5*2)*2=30.40m
V=SL=0.735*30.04=22.34m3
4
地槽(坑)原土打底夯
按挖土底面积计算
607.75
槽:
S=(0.45+0.3*2)*(107.37+112.20+30.40)=252.47㎡
坑:
S=2.5*2.5*8+2.8*2.8*4+3.3*3.3*8+4*2.8*4+3.3*5*8=345.28㎡
续表
5
C10砼垫层
按底(截面)面积乘高度(长度)以立方米计算
36.93
基槽:
S=0.45*0.1=0.045㎡
L=(23.69*4+7.7*4+8.3*2)+(14.84*2+13.64*2+17.74*2
+19.48*2)+19.4*2=312.36m
V=SL=0.045*312.36=14.06m3
基坑:
S=[(1.76+2.224)*0.176/2+(0.56+2.224)*1.323/2]*8个
+2.2*2.2*4个+2.7*2.7*8个+3.4*2.2*4个+2.7*4.4*6个
+2.7*4.4*2个=228.73㎡
V=SH=228.73*0.1=22.87m3
6
现在C35砼承台
按面积乘高度以立方米计算
181.39
V=[(1.66+2.124)*0.616/2+(0.46+2.724)*1.223/2*0.75*8个=16.47m3
V=2*2*0.75*4个=12.00m3
V=2.5*2.5*0.85*8个=42.50m3
V=3.2*2*0.95*4个=24.32m3
V=4.2*2.5*0.95*2个=19.95m3
V=4.2*2.5*1.05*6个=66.15m3
7
现浇C35砼地梁
按截面面积乘长度以立方米计算
S=0.25*0.55=0.138㎡
46.69
L=23.69*2+21.84*2+7.7*4+8.3*2=138.46m
超出部分体积:
[(1.18-0.48)*4+(2.124-0.5)*8]*0.25*0.1=0.4m3
V=0.138*138.46+0.40=19.51m3
S=0.25*0.7=0.175㎡
L=14.84*2+13.64*2+17.71*2+19.48*2=131.40m
[(1.18-0.48)*4+(1.223-0.38)*8+(0.616-0.12)
*4]*0.25*0.1=0.29m3
V=0.175*131.4+0.29=23.29m3
S=0.25*0.4=0.1㎡L=19.43*2=38.86m
V=0.1*38.86=3.89m3
8
标高-0.3以下砖墙
7.36
(M10;
MU10)
S1=0.24*0.2=0.048㎡
L1=32.15*2+17.93*2+3.25*4+0.55*4+2.75*2+7.45*4=150.66m
V1=0.048*150.66=7.23m3
S2=0.24*0.1=0.024㎡L2=(2-0.6)*4=5.60m
V2=0.024*5.60=0.13m3
9
现浇C35砼柱
2.03
(标高-0.3以下)
KZ1
V=0.6*0.6*0.3*4根=0.43m3
KZ2
V=0.65*0.65*0.1*2根=0.08m3
KZ3
V=0.6*0.6*0.1*4根+0.6*0.6*0.2*8根=0.72m3
KZ4
V=0.5*0.5*0.3*4根=0.30m3
KZ5
GZ1
V=0.24*0.24*0.2*16根=0.20m3
10
基础回填土
按挖土体积减去标高设计室外地坪以下的埋设体积计算
366.46
V挖=640.84m3
V基=39.63+181.39+46.69+7.36+2.03=274.38m3
V填=640.84-274.38=366.46m3
11
墙基防潮层
按墙基础顶面宽度乘长度以平方米计算
37.50
L=150.66+5.6=156.26mB=0.24m
S=LB=156.26*0.24=37.50㎡
12
室内回填土
按主墙间净面积乘以厚度以立方米计算
121.20
填土高度:
H=0.3-0.18=0.12m净面积:
S=1010㎡
V=SH=1010*0.12=121.20m3
13
室内原土打底夯
按主墙间净面积以平方米计算
1010.00
室内净面积:
14
余土外运
按挖土体积减去回填土体积以立方米计算
153.18
挖土体积:
V=640.84m3
回填土体积:
V=366.46+121.10=487.66m3
余土体积:
V=640.84-487.66=153.18m3
二砼及钢筋砼工程
15
现浇C35砼梁
按断面面积乘以长度以立方米计算
195.78
地梁
V=46.69m3
二层框架梁
S1=0.35*0.87截面L1=34.92*2+23.34*2=116.56m
149.09
V1=S1L1=0.35*0.87*116.56=35.49m3
S2=0.35*0.85截面L2=23.24*2=46.68m
V2=S1L2=0.35*0.85*46.68=14.21m3
S3=0.35*0.7截面L3=37.34*2=74.68m
V3=S3L3=0.35*0.7*74.68=18.30m3
S4=0.25*0.87截面L4=19.43*2+0.55*4+1.16*6=48.02m
V4=S4L4=0.25*0.87*48.02=10.44m3
S5=0.25*0.7截面L5=22.95+24.55*2=72.05m
V5=S5L5=0.25*0.7*72.05=12.61m3
S6=0.25*0.85截面L6=23.44*2+23.84*2=94.56m
V6=S6L6=0.25*0.85*94.56=20.10m3
S7=0.25*0.65截面L7=7.05*10=70.50m
V7=S7L7=0.25*0.65*70.50=11.46m3
S8=0.25*0.50截面L8=23.19*2+1.56*20+29.55*2=136.68m
V8=S8L8=0.25*0.50*136.68=17.09m3
S9=0.24*0.4截面L9=22.65*2=45.30m
V9=S9L9=0.25*0.4*45.30=4.53m3
S10=0.25*0.3截面
L10=1.145*2+3.425*2+6.425*2+1.1*4+97.4*4=64.83m
V10=S10L10=0.25*0.3*64.83=4.86m3
16
现浇C35砼楼板
按梁间净面积乘以板厚以立方米计算
97.97
板厚:
0.11m
净面积:
S=外围面积-梁平面面积-柱平面面积-楼梯间面积
1168.36-0.25*531.94-0.35*237.92-11.14-7.74*3.25*2=890.60㎡
体积:
V=SH=890.60*0.11=97.97m3
17
现浇C35砼框架柱
按底面积乘以高度以立方米计算
43.11
一层框架柱
高度H取标高-0.3到二层楼面高度H=3.87m
柱面积:
KZ1:
S=0.6*0.6*4根=1.44㎡
KZ2:
S=0.65*0.65*8根=3.38㎡
KZ3:
S=0.6*0.6*12根=4.32㎡
KZ4:
S=0.5*0.5*4根=1.00㎡
KZ5:
S=1.44+3.38+4.32+1+1=11.14㎡
V=SH=11.14*3.87=43.11m3
18
现浇C35砼构造柱
2.67
GZ1
S=0.24*0.24=0.0576㎡
高度:
H1=3.2mH2=2m
体积:
V=SH=0.0576*3.2*12根+0.0576*2*4根=2.67m3
19
现浇C35砼楼梯
按水平投影面积以平方米计算
51.90
一层
S=(8.2-0.24)*(3.5-0.24)*2个=51.90㎡
梯梁支柱
TZ:
S=0.24*0.24H=1.92m
0.44
V=SH=0.24*0.24*1.92*4根=0.44m3
墙内梯梁
TL3:
S=0.24*0.35L=13.8m
0.48
V=SL=0.24*0.35*1.38*4根=0.48m3
20
现浇C30砼框架梁
631.57
三层框架梁
S1=0.35*0.67截面L1=34.94*2+37.34*2=144.56m
131.69
V1=S1L10.35*0.67*144.56=33.90m3
S2=0.35*0.85截面L2=23.34*4=93.36m
V2=S2L2=0.35*0.85*93.36=27.85m3
S3=0.35*0.5截面L3=1.55*4=6.22m
V3=S3L3=0.35*0.5*6.22=1.09m3
S4=0.25*0.85截面L4=7.42*4+7.44*4=59.44m
V4=0.25*0.85*59.44=12.63m3
S5=0.25*0.67截面
L5=70.50+19.43*2+10.45*4+0.86*10+1.26*12+7.74*4=205.84m
V5=S5L5=0.25*0.67*205.84=34.48m3
S6=0.25*0.5截面L6=26.3*2+29.55*2+1.56*12+4.65=135.07m
V6=S6L6=0.25*0.5*135.07=16.88m3
S7=0.25*0.3截面L7=64.83m
V7=0.25*0.3*64.83=4.86m3
四五六层梁
将二层LL38截面由S=0.25*0.67转换成S=0.25*0.5其他完全同二层
387.81
L=10.45*4+1.26*12=56.92m
变量:
△V=(0.25*0.67-0.25*0.5)*56.92=2.42m3
V=131.69-2.42=129.27m3
三层体积:
V=129.27*3层=387.81m3
屋顶框架梁
S1=0.38*0.85截面L1=23.84*4=95.36m
104.38
V1=S1L1=0.35*0.85*95.36=28.37m3
S2=0.35*0.67截面L2=37.54*2=75.08m
V2=S2L2=0.35*0.67*75.08=17.61m3
S3=0.35*0.5截面L3=1.56*4=6.24m
V3=S3L3=0.35*0.5*6.24=1.09m3
S4=0.25*0.85截面L4=7.44*8=59.52m
V4=S4L4=0.25*0.85*59.52=12.65m3
S5=0.25*0.7截面L5=7.74m
V5=S5L5=0.25*0.7*7.74=1.35m3
S6=0.25*0.67截面L6=23.22+7.6*4+8.173*4+19.43*2=113.17m
V6=S6L6=0.25*0.67*1113.17=18.96m3
S7=0.25*0.5截面
L7=23.54*2+29.55*2+24.25*2+1.56*16+1.26*12=194.76m
V7=S7L7=0.25*0.5*194.76=24.35m3
出屋顶梁
S1=0.25*0.85截面L1=7.44*4=29.76m
7.69
V1=S1L1=0.25*0.85*29.76=6.32m3
S2=0.25*0.5截面L2=2.74*4=10.96m
V2=S2L2=0.25*0.5*10.96=1.37m3
21
现浇C30砼楼板
420.83
三-六层楼板
H=0.11m
331.52
S=二层楼板面积-减少板块面积
减少板块面积=9.12*4块+9.26*10块+4.09*2块=137.26㎡
二层楼板面积=890.60㎡
S=890.60-137.26=753.34㎡
V=SH=753.34*0.11=82.88m3
四层体积:
V=82.88*4层=331.52m3
屋面楼板
83.78
S=三层楼板面积+增加板块面积
增加板块面积=3.25*1.26*2块=8.19㎡
三层楼板面积=753.34㎡
S=753.34+8.19=761.53㎡
V=SH=761.53*0.11=83.78m3
出屋面楼板
板厚:
5.53
S=7.74*3.25*2=50.31㎡
V=SH=50.31*0.11=5.53m3
22
现浇C30砼框架柱
154.50
二三层框架柱
框架柱总面积:
S=11.14㎡
71.30
H=3.2m
V=SH=11.14*3.2*2层=71.30m3
四-六层框架柱
S=0.5*0.5*32根=8.00㎡
76.80
V=SH=8*3.2*3层=76.80m3
楼梯间顶层柱
框架柱总面积:
S=0.5*0.5*8根=2.00㎡
6.40
V=SH=2*3.2=6.40m3
23
现浇C30砼构造柱
41.64
二层GZ1
S=0.24*0.24㎡
7.15
H1=1.33mN=4根;
H2=2.35mN=14根;
H3=2.53m,N=30根
H4=2.7mN=2根;
H5=1.15mN=4根
V=0.24*0.24*(1.33*4根+2.35*14根+2.53*30根+2.7*2根+1.15*4根)
7.15m3
三-六层GZ1
29.08
H3=2.53mN=18根
H4=2.7mN=14根;
V=0.24*0.24)*(1.33*4根+2.35*14根+2.53*18根+2.7*14根+1.15
*4根)=7.27m3
V=7.27*4层=29.08m3
出屋面GZ1
0.54
H=2.35mN=4根
V=SHN=0.24*0.24*2.35*4根=0.54m3
女儿墙GZ1
3.57
H1=1.32mN=44根;
H2=0.32mN=12根
V=0.24*0.24*(1.32*44根+0.32*12根)=3.57m3
二-六层GZ2
S=0.2*0.12㎡
1.30
H=1.15mN=16根
V=SHN=0.12*0.12*1.15*16根=0.26m3
五层体积:
V=0.26*5层=1.30m3
24
现浇C30砼楼梯
259.50
二-六层
S=(8.2-0.24)*(3.5-0.24)*2个*5层=259.50㎡
S=0.24*0.24H=1.25m
1.44
V=SH=0.24*0.24*1.25*4根*5层=1.44m3
TL4:
S=0.24*0.35H=1.68m
2.82
V=SH=0.24*0.35*1.68*4根*5层=2.82m3
25
现浇C30砼过梁
4.89
二-六层
M-1:
S=0.12*0.12㎡L=1.48mN=6根
4.75
V=SLN
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