工程施工工程量计算培训教材文档格式.docx

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工程施工工程量计算培训教材文档格式.docx

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工程施工工程量计算培训教材文档格式.docx

S=（0.45+0.3*2）*0.85=0.89㎡

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

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

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

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

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

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

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

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

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㎡

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

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：

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

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

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

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

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

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

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

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

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

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

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

现浇C30砼过梁

4.89

二-六层

M-1:

S=0

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