一、按图计算直接费（2000年黑龙江省预算定额）二、工程量计算：1、场地平整2、综合脚手架3、基础及土方4、砌体及圈梁
、过梁5、楼板6、地面屋面7、装饰4、楼板C30砼。三、施工方法：1、人工场地平整2
、钢木混合脚手架3、反铲挖掘机挖土及运输10KM机械挖土全部运出4、回填土需回运5、模板采用组合钢模板、钢
木支撑。四、设计说明：1、基础C20砼，垫层C10砼，DQLC25砼，490×240240×240。2、普通土，防
水砂浆基础防潮，砖基础M5水泥砂浆，砖墙M7.5混合砂浆。3、圈梁兼过梁，外墙370×180，内墙240×180，C25砼。
过梁490×180，C25砼。一、参数计算L外=（12.74+6.74）×2=38.96mL中=L外-4B=38.9
6-4×0.49=37.00mL内土=6-0.475×2+6-0.475-0.4+6-0.475×2=15.225mL
内基=6-0.275×2+6-0.275-0.2+6-0.275×2=16.425mL内=6-0.12×2+6-0.24+6-
0.24=17.28mL女中=L外-4B=38.96-4×0.37=37.48mS1=12.74×6.74=85.87
m2Sj=S1-∑B×L=85.87-0.49×37.00-0.24×17.28=63.59m2二、土石方工程1、
场地平整S=(a+4)×(b+4)=(12.74+4)×(6.74+4)=16.74×10.74=179.79S=S1+2×
L外+16=85.87+2×38.96+16=179.79m22、基础挖土V外=（a+2c+Kh）×H×L中=(1.2
+2×0.15+0.42×2.2)×2.2×37=197.31V内=（a+2c+Kh）×H×L内土=(0.8+2×0.15+
0.42×2.2)×2.2×15.225=67.79m3
合计：2
65.10m33、基础回填V=V挖-V结=265.10—87.44=177.66m3V外结=A×L中=（1.2×
0.5+0.8×1.5+0.49×0.2）×37.00=70.226m3V内结=A×L内基=（0.8×0.5+0.4×1.
5+0.24×0.2）×16.425=17.21m3合计：87.44m34、室内地面回填V
=Sj×h=63.59×0.2=12.72m35、余土外运V=V挖-V回=265.10—（177.85+12.72）
=265.10-190.57=74.532m3三、门窗工程C：S1=2.1×2.4×4=20.16m2S2=
1.8×2.4×3=12.96m2合计：33.12m2M：S1=1
.5×3.0×1=4.5m2S2=0.9×2.7×3=7.29m2
合计：11.79m2四、钢筋砼工程1、DQLV1=A×L=0.49×0.24×37=4.351m3
V2=A×L=0.24×0.24×17.28=0.995m3合
计：4.351+0.995=5.346m32、QLV1=A×L=0.37×0.18×（38.96-0.305×8）=0.06
66×36.52=2.432m3V2=A×L=0.24×0.18×17.28=0.0432×17.28=0.74
7m3合计：2.432+0.747=3.179m33、GLV1=A×L=0.49×0.18×（2.
6×4+2.3×3+2）=0.0738×19.3=1.424m3V2=A×L=0.24×0.12×（0.9+0.5）×3=
0.121m3合计：1.424+0.121=1.545m34、板：V=S×H=[（12.00-0.
24）×（6-0.24）-0.24×17.28]×0.10=[67.7376-4.1472]×0.1=6.359m3
外墙QL兼GLGLV1=A×L=0.49×0.18×（2.6×4+2.3×3+2）=0.0738×19.3=1.424
m3QLV1=A×L=0.37×0.18×（38.96-0.305×8-19.3）=0.0666×17.22=1.147m
3五、基础及砌体工程1、毛石基础V外=A×L中=（1.2×0.5+0.8×1.5）
×37.00=1.8×37.00=66.60m3V内=A×L内基=（0.8×0.5+0.4×1.5）×
16.425=1.00×16.245=16.245m3
合计：82.84
5m32、砖基础V外=A×L中=0.49×0.5×37.00=9.065m3
V内=A×L内=0.24×0.5×17.28=2.074m3
合计：11.139-4.351-0.995=5.793m33、490外墙V
外=L中×H×B=37.00×4.8×0.49=87.024m3扣除：MC（33.12+4.5）×0.49=37.62
×0.49=-18.434m3QL0.37×0.08×（38.96-0.305×8）=0.0296×36.
52=-1.08m3（37-0.12×4）=36.52m3GL
（0.49×0.18-0.12×0.12）×（2.6×4+2.3×3+2）=0.0738×19.3=-1.424m3
计：-20.938m3合计：87.02
4-20.938=66.086m34、240内墙V内=L内×H×B=17.28×4.8×0.24=19.907扣
除：M7.29×0.24=-1.75QL0.24×0.08×17.28=0.0192×17.28=-0.
332GL0.24×0.12×（0.9+0.5）×3=-0.121
计：-2.203m3
合计：19.907-2.203=17.704m35、370女儿墙V=
L×H×B=17.48×0.9×0.365=5.742扣除：QL
V=0.24×0.1×（38.96-0.25×8）
=0.024×36.96=-0.887合计
：4.855m36、钢筋砼基础V外=A×L中=[1.2×0.3+（0.59+1.20）×0.3/2]×37.00
=0.629×37.00=23.255m3V内=A×L内基=[0.8×0.3+（0.34+0.8）×0.3/2]×（6×3-
0.17×6）=0.411×16.98=6.98m3
合计：30.23m37、砖基础V外=A×L中=0.49×1.5×37.00=27.195m3
扣除：DQLV外=A×L中=0.49×0.24×37=-4.351m3
计：27.195-4.351=22.844m3V内=A×L内=0.24×1.5×17.2
8=6.222m3DQLV内=A×L中=0.24×0.24×17.28=-0.995m3
计：6.222--0.995=5.227m3
合计：22.844+5.227=28.071m3二、土石方工程4散水挖槽V=B
×L×H=S×H=1.07×68.66×0.4=68.66×0.4=29.39m35.台阶挖槽V=B×L×H=S×H=
（5.1+3）×1.5×0.39=12.15×0.39=4.739m3二、土石方工程6.大开挖V=[(a+
2c+kH)×(b+2c+kH)×H+1/3k2H3]=[（23.63+2×0.3+0.29×2.1）×15.13+2×0.3+
0.29×2.1）×2.1+1/3×0.292×2.13]+0.135×（2.2+2×0.3）×2.1×2+0.335×13.4
×2.1=[24.84×16.34×2.1+0.26]+1.59+9.43=863.64m3合计：V=169.674+165
.662=335.34m3二、土石方工程-回填夯填基础V=V挖-V结=863.64-159.05
=704.586m3V垫=（1.5×44.59+1×2.4+1.9×10.53+2.1×19.68+1.6×12.84+0.5
×7.00）×0.1+（3.1×3.1×4+2.2×2.2×6）×0.1=154.63×0.1+67.48×0.1=15.46
+6.75=22.21m3V砼基=48.57+24.49+1.034=-74.094m3V柱=0.4×0.4×1.4
0×6=-1.344m3V砖基=0.365×（1.60×68.32+1.54×37.31）+0.24×0.06×37.44=
60.87+0.54=-61.41m3合计：V结=22.21+74.094+1.34+61.41=-159.054m3?室内
地面?V=S净×H=（22.1×14.0-0.37×70.72-0.24×37.44）×0.22=274.25×0.22=60
.33m3总计：V=704.586+60.334=764.92m3三、脚手架工程1.综合脚手建筑面积1
886.84m22.满堂脚手一层及梯间“室内净面积”S=S1+S梯=（274.21-0.12×8.52-0.0
6×5.97）+17.14=272.83+17.14=289.97m23.防护外墙S=（72.76+2×8）×（23.40+
1.50）=2210.12m24.封闭外墙S=2210.12m2 四、砌筑工程--基础1.砖基础
?条基M10水泥砂浆V=A×L+增加-扣除=0.365×1.9×70.72+1.84×37.31）+0.24×0.06×3
7.44=0.365×203.02+0.539=74.64m3扣除：构造柱0.24×0.3×1.90×11=-1.505m3
柱0.32×0.4×1.9×6=-1.459m3合计：V=74.64-1.505-1.459=71.68m3
四、砌筑工程--砖墙12.砖墙370厚混水实心砖墙1、2层M10混合砂浆外墙L=70.72
mH净=4.2+3.6=7.80mV=L净×H净×B-扣除+增加=70.72×7.80×0.365=201.34
m3扣除：窗(2.4×2.7×10+1.5×2.7×2+2.4×2.4×11+1.5×2.4×2+1.8×2.4)
×0.365=156.08×0.365=-56.97m3门(3.6×3×1+1.2×2）
×0.365=13.2×0.365=-4.818m3过梁0.365×0.24×（2.9×10+2×2+1.
7+4.1）+0.365×0.3×（2.9×11+2.3+2×2）=0.0876×38.8+0.110×38.2=-7.60m
3圈梁0.365×0.18×[70.72+（70.72-38.2）]=0.0657×103.24=-6.78
3m3柱0.32×0.4×（4.2-0.18）×6=-3.087m3构造柱0.24×0.3
×[（7.8-0.18×2）×9+（3.6-0.18）×4]=0.072×80.64=-5.806m3合计：V=201.34-
（56.97+4.818+7.60+6.783+3.087+5.806）=201.34-85.064=116.28m3四、砌
筑工程--砖墙23~5层M7.5混合砂浆外墙L中=70.72mH=3.6×3=10.8mV=L中×H×
B-扣除+增加=70.72×10.8×0.365=278.78m3扣除：1窗2.4×2.4×33+1.8×2.4×3+1.5×
2.4×6）×0.365=224.64×0.365=-81.994m32构造柱0.24×0.3×（10.
8-3×0.18）×13=0.072×133.38=-9.603m33过梁0.110×38.2×3=-12.606m34
圈梁0.365×0.18×（70.72-38.2）×3=0.0657×32.52×3=-2.137×3=-6.41m3合计：V=
278.78-（81.994+9.603+12.606+6.41）=278.78-110.613=168.171m3四、砌
筑工程--砖墙36层M5混砂外墙L中=70.72mH=3.46mV=L中×H×B-扣除+增加=70.
72×3.46×0.365=89.312m3扣除：1窗（2.4×2.4×11+1.8×2.4×1+1.5×2.4×2）×0.3
65=74.88×0.365=-27.33m32过梁0.365×0.18×38.2=-2.51
m33圈梁0.365×0.06×32.52=-0.712m34构造柱0.24×0.3×(3.6-0.
20)×13=-3.201m3合计：89.312-（27.33+2.51+0.712+3.201）=55.56m3
四、砌筑工程--砖墙4240厚混水实心砖墙1~2层M10混合砂浆内墙?L1净=36.09mL2=81.8
4mH1=4.2mH2=3.6mV=L净×H净×B-扣除+增加=（36.09×4.2+81.84×3.
6）×0.24=446.202×0.24=107.09m3扣除1门（1.5×2.7×9+09×2×3）×0.24=41.85
×0.24=-10.04m32过梁0.0432×（2×9+1.4×3）=-0.959m33构造柱0.24
×0.3×（7.8-0.36）×2=-1.071m34圈梁0.24×0.18×（36.09+81.84）=-5.09
5m3合计：107.09-（10.04+0.959+1.071+5.095）=107.09-17.165=89.925m3
四、砌筑工程--砖墙53~5层M7.5混合砂浆内墙L内=81.84mH=3.6×3=10.8mV=L内
×H×B-扣除+增加=81.84×10.8×0.24=212.13m3扣除：1门（1.5×2.7×24+0.9×2×3）×0.
24=102.6×0.24=-24.62m32过梁0.0432×（2×8+1.4×1）×3=-2.255m33圈梁0.24×
0.18×81.84×3=0.043×245.52=-10.606m34构造柱0.24×0.3×（10.8-0.18×3）×2=
-1.48m3合计：212.13-（24.62+2.255+10.58+1.48）=173.169四、砌筑工程--砖
墙66层M5混合砂浆内墙L内=70.32mH=3.46mV=L内×H×B-扣除+增加=70.32×3.4
6×0.24=58.394m3扣除1门（1.5×2.7×7+0.9×2×1）×0.24=30.15×0.24=-7.236m
32过梁0.24×0.18×（2×7+1.4×1）=-0.665m33圈梁0.24×0.06×70.32=-1.01m
34构造柱0.24×0.3×3.40×2=-0.49m3合计：58.394-（7.236+0.665+1.01+0.49）=
48.99m3四、砌筑工程--砖墙7240厚女儿墙M5混合砂浆L中=71.24H=0.84V=L×H×
B=71.24×0.84×0.24=14.362m3扣除构造柱0.24×0.3×0.84×16=-0.968m3总计：
14.362-0.968=13.394m3120厚混水实心砖墙1层M10混合砂浆内墙L=8.52mH=4.2
-0.12=4.08mV=L内×H×B-扣除+增加L×H×B=8.52×4.08×0.115=3.998m3扣除1门（0
.9×2+1.2×2.7）×0.115=-0.58m32过梁0.115×0.12×（1.4+1.7）=-0.043m3合计
：3.998-（0.58+0.043）=3.353m3四、砌筑工程--砖墙860厚混水实心砖墙1层M10水泥
砂浆内墙L=5.97mH=4.08mV=L内×H×B-扣除+增加L×H×B=5.97×4.08×0.053=1.29
1m3扣除1门0.9×2×2×0.053=-0.19m3合计：1.291-0.19=1.101m3台阶S
=S水=（5.1+3）×1.5=12.15m2五、钢筋砼工程1.条形基础C25混凝土V=A×LV1=（1
.3×0.3+0.47×0.1）×48.09=0.437×48.09=21.015m3V2=（0.8×0.30+0.47×0
.1）×3.3=0.287×3.3=0.947m3V3=（1.7×0.30+0.47×0.1）×10.33=0.557×10.
33=5.754m3V4=（1.9×0.30+0.47×0.1）×23.71=0.617×23.71=14.629m3V5
=（1.4×0.30+047×0.1）×13.33=0.467×13.33=6.225m3总计：21.015+0.947+5
.754+14.629+6.225=48.57m3五、钢筋砼工程2.独立基础?C25砼V1=[1/3×H1×（
A1+A2+）+A2×H2]×2=[1/3×0.30×（0.5×0.5+2.0×2.0+）+2.0×2.0×0.3]×6
=1.725×6=10.356m3V2=(1/3×0.3×(0.5×0.5+2.9×2.9+)+2.9×2.9×0.3
]×4=3.534×4=14.136m3合计：10.356+14.136=24.492m33.框架柱C30砼V=A×
H=0.4×0.4×（1.7+4.18）×10=0.16×58.80=9.408m34.柱模板超高2.285mV=0.
4×0.4×2.28×10=3.648m3?5.构造柱C25砼V=0.24×0.3×（3.6×5×15+6.08×11+
0.9×16）=0.072×351.28=25.292m3五、钢筋砼工程6.有梁板1层梁砼C30板C
25砼V有=S×H+V梁-V柱=(21.6×8.4-0.4×0.4×4-0.4×0.20×6-0.12×0.12×8)×0.12
+0.35×0.58×（21.6-0.4×5）+0.35×0.68×（6-0.4）×2+0.35×0.78×（6-0.4）×2
=180.205×0.12+0.203×19.60+0.238×11.20+0.273×11.20=31.327m3其中：V
梁=3.528+3.136+4.802=11.466m3WKL-1V=A×L=0.35×0.9×（6-0.4）×2=3.52
8m3WKL-2V=A×L=0.35×0.8×（6-0.4）×2=3.136m3WKL-3V=A×L=0.35×0.7×（
21.6-0.4×5）=4.802m3V板=V有-V梁=31.327-11.466=19.861m36层扳砼C20
梁砼C25V=S×H+V梁-V柱=9.353+1.531=10.921m3V板=S×H=[（13.5-0.25×2）×6
-0.24×0.12-0.12×0.12×2]×0.12=77.942×0.12=9.353m3L-1V=A×L=0.2
5×0.5×6.24×2-0.24×0.24×0.50=1.531m31层超高V=19.861m3五、钢筋砼工程
平板1层C25砼V=（5.10×13.5-0.12×0.12×6）×0.12+（5.10×4.50-0.12×0.12×4）
×0.13=8.252+2.973=11.225m3平板超高V=11.225m3平板C20砼2~6层V=S×H=
[11.225+（8.40×21.60-0.12×0.12×16）×0.12]×4+（21.6×7.5+8.1×6-0.12×0
.12×24）×0.12=32.97×4+25.23=157.11m3五、钢筋砼工程过梁1-6层C25V=A
×L=0.37×0.24×(2.9×10+2×2+1.7+4.1)+（0.37×0.3-0.12×0.12）×(2.9×11+2
.3+2×2)×5=0.0888×38.8+0.0966×38.2×5=3.445+3.69×5=21.896m3V=A×L=
0.24×0.18×(2.0×40+1.4×7)+0.12×0.12×(1.7+1.4)=0.0432×89.8+0.0216×
3.1+0.0108×2.8=3.879+0.045=3.924m3总计：V=21.896+3.924=25.82m3五、
钢筋砼工程圈梁1层C25砼2~6层C20砼V外=（0.37×0.18-0.12×0.12）×70.72-0.24×
9×（0.24×0.18-0.12×0.12)-0.4×6×（0.32×0.18-0.12×0.12）=0.0522×70.7
2-0.062-0.104=3.526m3V内=0.24×0.06×37.44-0.24×0.24×2×0.06=0.539-
0.0069=0.532m3V外=[（0.37×0.18-0.12×0.12）×(70.72-2.9×11-2.3-2×2)
-0.24×m3（0.24×0.18-0.12×0.12）×13]×5=[0.0522×32.52-0.09]×5=8.03
8m3V内=0.24×0.06×（81.84×4+70.32）-0.24×0.24×2×5×0.06=5.727-0.035
=5.692+0.05(雨篷)=5.742m35.LL-1C30?砼0.3×0.35×9.85=0.105×9.85=1
.034m3五、钢筋砼工程楼梯C20S=S水=（3.6-0.24）×5.1×5=85.68m2雨蓬C20砼
S=4.5×1.21+0.3×（4.5+1.21×2）=5.445+2.076=7.531m2反檐V=0.08×0.
3×(4.5+1.2×2)+0.06×0.12×(4.62+1.28×2)=0.166+0.052=0.218m3压顶C20
?V=(0.38×70.56-0.24×0.24×16)×0.06=1.553
m3窗台理石S=L×B=181.7×0.27=49.059m2楼梯栏杆20、25方钢L=0.46×257=118.
22mL=0.5×257=128.5T=ΣL×K=118.22×3.14+128.5×4.91=1002.15kg=1.0
02t砌体钢筋见钢筋明细表?门窗工程一、门1、门1220S=1.2×2.0=2.4m22、半玻平板门
1527S=1.5×2.7×40+1.2×2.7=165.24m23、镶板门0920S=0.9×2.0×10=18.00
m24、门玻1527S=1.5×2.7×40+1.2×2.7×1=165.24m25、五金门152741樘（含
1227）6、五金门092010樘×二、、扶手L=（3.71+3.44+3.288+0.2×9+1.78）×1
.15=36.97×1.15=42.52m楼地面工程---面层、找平层水砂地面4~6客房S=179
.614×2+62.11+（8.1-0.24×2）×5.76=359.23+6
2.11+43.89=465.23m2散水S=1×68.38×1.07=73.166m2
总计：S=465.23+73.166=538.396m2垫层C15砼地面V=S×H
=（22.1×14-0.37×70.72-0.24×37.44）×0.1=274.248×0.1=27.43m3散水V=S×H=
73.166×0.1=7.32m3台阶V=S×H=（3.9+1.8）×0.9×0.1=5.13×0.1=0.513m3总
计：V=27.43+7.32+0.513=35.26m3水砂找平地面20厚∶S地=S1层+S地板+S卫=274.25+1
3.26×5.76+4.26×4.86×5+[（4.26+4.86）×2-0.9+0.24）]×0.2×6=274.25+76.3
78+103.52+21.1=475.25m2水砂找平地面10厚：S地=S2~6层=（22.1×14-0.37×70.7
2-0.24×81.84-3.36×5.1）×4+（22.1×14-0.37×70.72-0.24×70.32-3.36×5.1
-76.38）-103.52=246.456×4+172.84-103.52=1055.15m2楼地面工程---垫层基
础C10砼垫层V=（1.5×44.59+1×2.4+1.9×10.53+2.1×19.675+1.6×12.84+0.5×7.
00+2.2×2.2×6+3.1×3.1×4）×0.1=（154.687+67.48）×0.1=22.213m3台阶碎砖灌浆
垫层V=0.9×0.09×（3.9+1.8）+1.2×0.35×（4.5+2.4）=0.462+2.898=3.36m3砂垫
层台阶V=S×H=1.5×(5.10+3.00)×0.3=10.62×0.3=3.645m3散水V=S×H=73.166×0.
3=21.95m3总计：V=3.645+21.95=25.60m3找平水砂S屋面隔气=S水平+S卷起=（22.1-0.4
8）×（14-0.48）+（21.62+13.52）×2×0.15=292.30+10.54=302.84m2找平屋面
20厚（填充材料上）S屋面防水=S水平+S卷起=（22.1-0.48）×（14-0.48）+（21.62
+13.52）×2×0.25=292.30+17.57=309.87m2砼屋面保护
S=292.30m2SBS屋面防水S=309.87m2隔气屋面S=302.84m2苯板屋面保
温V=S×H=292.3×0.06=17.54m3炉渣砼屋面保温m3V=S×H平=292.3×（0.0
3+1/4×13.52×3%）=292.3×0.1314=38.41m3建筑工程造价案例王艳玉2010年3月建筑物的
构成1、基础2、墙柱3、梁板4、屋面5、门窗6、楼梯7、其他土建工程
施工图纸一、建筑施工图二、结构施工图土建工程施工图纸一、建筑施工图1、说明2
、总平面图3、平面图4、立面图5、剖面图6、详图土建工程施工图纸二、结构施工图1、说明
2、基础平面图3、基础剖面图4、墙柱平面布置图5、梁平面布置及配筋图6、板平面布置及配筋图
7、楼梯详图8、其他构件详图综合楼图纸2~5层平面图6层平面图建筑立面图建筑剖面图基础平面布置图基础详图首
层墙、柱布置及配筋图首层梁、板布置及配筋图2~5层结构布置、配筋图顶层结构布置、配筋图楼梯配筋详图工程量计算一、参数
计算-11.外墙外边线
L外=（21.6+0.5+13.5+0.5）×2=72.20mLb外=72.20+0.07×2×4=72.76m
2.外墙中线长度L中=L外-4B=72.2-4×0.37=70.72mLb中=Lb外-4Bb=72.76-4×0.
06=72.52m一、参数计算-13.内墙净长一层L内240=21.6-3.6+（5.1-0.24）
×4-1.35=36.09m标层L内240=（21.6-0.24）×2-3.36+（5.1-0.24）
×4+（6.0-0.24）×4=81.84m顶层L内240=81.84-5.76×2=70
.32m一层L内120=（4.5-0.24）×2=8.52m一层L内60=5.1-1.8-0.1
8+2.85=5.97m一、参数计算-14.女儿墙L中=L外-4B=72.20-4×0.24
=71.24mL净=L中-4B=71.24-4×0.24=70.28m5.散水
L中=L外+4×B-L=72.20+4×1.07-5.1-3.0=68.38mL中=
L外+4×B-L=72.76+4×1.00-5.1-3.0=68.66m一、参数计算-16.基础挖土长度
L1中=21.73×2+(6.065-1.1)×2-2.2×4=44.59mL2中=(2.4-1.20)×2=2.
4mL3内土=5.165×2+0.2=10.53mL4内土=（5.1-0.685）×2+(5.1-0.685-0.8）×2
+4.5-0.885=19.675mL5内土=13.5-(0.885+0.435)/2=12.84mLL内土=21.6-（
3.1×4+2.2）=7.00m一、参数计算-17.砼基础长度L1中=21.73×2+6.065×2-1.5×5=48
.09mL2中=(2.4-0.75)×2=3.3mL3中=5.165×2=10.33mL4内基=（5.1-0.17）×
2+(5.1-0.17-0.17)×2+4.5-0.17=9.86+9.52+4.33=23.71mL5内基=13.5-0.17
=13.33mLL1内基=21.6-1.75-2.5×4=9.85m一、参数计算-28.砖基础L中=70.7
2mL内370=13.5-0.12+4.5-0.12+（5.1-0.12）×2+（5.1-0.305）×2=37.31
mL内240=13.5-0.12+4.5-0.12+（5.1-0.12）×2+（5.1-0.24）×2=37.44m一、参
数计算-31.建筑面积S=a×b=22.24×14.14×6=1886.84m22.占地面积S=a×b=22.24×14
.14=314.48m23.净面积S1=S占-ΣB×L=314.48-[（72.76-0.44×4）×0.44+36.09×
0.24]=314.48-[31.24+8.662]=314.48-39.90=274.21m21.场地平整S=(a+4）×（b+4）=(22.24+4)×(14.14+4)=475.994m2二、土石方工程-挖基槽2人工挖基槽V1=(a+2c+kH)×H×L+a×h×L=(1.5+2×0.3+0.42×2)×2×44.59+1.5×0.1×44.59=268.88m3V2=(a+2c+kH)×H×L+a×h×L(1+2×0.3+0.42×2)×2×2.4+1.0×0.1×2.4=11.952m3二、土石方工程-挖基槽二、土石方工程-挖基槽V3=(a+2c+kH)×H×L+a×h×L=(1.9+2×0.3+0.42×2)×2×10.53+1.9×0.1×10.53=72.344m3V4=(a+2c+kH)×H×L+a×h×L=(2.1+2×0.3+0.42×2)×2×19.675+2.1×0.1×19.675=143.43m3二、土石方工程-挖基槽V5=(a+2c+kH)×H×L+a×h×L=（1.6+2×0.3+0.42×2）×2×12.84+1.6×0.1×12.84=80.12m3V=(a+2c+kH)×H×L+a×h×L=(0.5+2×0.3+0.42×2)×2×7.00+0.5×0.1×7.00=27.51m3总计：V=268.88+11.952+72.344+143.43+80.12+27.51=604.12m3二、土石方工程-挖基坑3.人工挖基坑(独立基础)V1=[(a+2c+kH)×(b+2c+kH)×H+1/3k2H3+a×b×h]×4=[(3.1+2×0.3+0.42×2)×(3.1+2×0.3+0.42×2)×2+1/3×0.422×23+3.1×3.1×0.1]×4=169.674m3V2=[(a+2c+kH)×(b+2c+kH)×H+1/3k2H3+a×b×h]×6+[(2.2+2×0.3+0.42×2)×(2.2+2×0.3+0.42×2)×2+1/3×0.422×23+2.2×2.2×0.1]×6=165.662m3 |
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