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(39.4+0.2+0.6+3.95×
2)+(57.8×
2+0.2×
2+0.6×
2+3.95×
(39.4×
2)]×
3.95/6=10928.794m3
桩承台,(1.4+0.6)×
(1.4+0.6)×
0.3×
(14×
10)=168m3
550mm地板处,(6.05+0.6)×
(57.8+0.2+39.4+0.2-6.05)=608.808m3
(2)进水阀门井C-C剖面,3.95×
((3.1-0.3+0.1+0.3)×
(4.85+0.6)+(3.1-0.3+0.1+0.3+3.95)×
(4.85+0.6+3.95×
2)+((3.1-0.3+0.1+0.3)+(3.1-0.3+0.1+0.3+3.95))×
((4.85+0.6)+(4.85+0.6+3.95×
2)))/6=202.419m3
(3)溢流井D-D剖面,3.95×
((3.15-0.3+0.1+0.3)×
(4.3+0.6)+(3.15-0.3+0.1+0.3+3.95)×
(4.3+0.6+3.95×
2)+((3.15-0.3+0.1+0.3)+(3.15-0.3+0.1+0.3+3.95))×
((4.3+0.6)+(4.3+0.6+3.95×
2)))/6=192.925m3
(4)出水阀门井E-E剖面,5.2×
((2.2+0.6+0.1)×
(5.15+0.6)+(2.2+0.6+0.1+5.2)×
(5.15+0.6+5.2×
2)+((2.2+0.6+0.1)+(2.2+0.6+0.1+5.2))×
((5.15+0.6)+(5.15+0.6+5.2×
2)))/6=336.605m3
(1.5+0.4+0.1+0.3)×
(3.75+0.35+0.1+0.3)×
1.25=12.938m3
(5)集水坑400X400X400,(1.05+0.2+0.4×
2+0.6)×
(1.05+0.2+0.4×
0.4*2=5.618m3
年月日
江苏飞越建设工程有限公司合同号:
填方6427.936m3
(1)清水池WT,[(57.8+0.2+0.6)×
-{垫层}58×
39.6×
0.1=-229.68m3
-{池底}39.4×
57.8×
0.5=-1138.66m3
-{池}(39.4-0.6)×
(57.8-0.6)×
3.35=-7434.856m3
(2)进水阀门井WT,C-C剖面,3.95×
2)))/6=202.419m3
-{垫层}2.9×
4.85×
0.1=-1.407m3
-{池底}3×
4.658×
0.35=-4.883m3
-{池}2.5×
4.35×
3.5=-38.063m3
(3)溢流井WT,D-D剖面,3.95×
-{垫层}2.95×
4.3×
0.1=-1.269m3
-{池底}2.85×
4.1×
0.35=-4.09m3
-{池}2.55×
3.5×
3.5=-31.238m3
(4)出水阀门井WT,E-E剖面,5.2×
5.15×
0.1=-1.494m3
-{池底}2.8×
4.95×
0.4=-5.544m3
3.95=-34.563m3
(5)池顶覆土,[38.2×
(27.475×
2+1.65)-{吊物孔}2×
2×
4]×
(1.65+56.6/2×
5/1000/2)=3692.936m3
余方弃置6028.17m3
(1){WT}12456.106-{HT}6427.936=6028.17m3
现浇混凝土池底(C15,100mm厚池底垫层)265.496m3
(1)清水池,(57.8+0.2)×
(39.4+0.2)×
0.1=229.68m3
桩承台,-1.2×
1.2×
0.1×
14×
10=-20.16m3
-6.05×
0.1-6.05×
(57.8+0.2-6.05)×
0.1=-55.388m3
(2)桩承台,[(0.8+1.4)×
0.4×
1.414/2×
4+0.8×
0.8]×
10=43.801m3
[6.42×
(39.4+0.2)+6.42×
(57.8+0.2-6.42)]×
0.1=58.538m3
(3)进水阀门井C-C剖面,(3.1-0.3)×
(0.3×
4+1.875×
2+0.2)×
0.1=1.442m3
(4)溢流井D-D剖面,(3.15-0.3)×
4+1.45×
0.1=1.226m3
(5)出水阀门井E-E剖面,2.5×
0.1=1.288m3
(6)集水坑3750*1500*1200,0.876×
1.25/2×
(1.5+0.4+1.85×
2+0.3+1.5+0.4)=4.271m3
400*400*400,0.4×
0.4/2×
1.25×
4×
2=0.8m3
江苏飞越建设工程有限公司合同号:
现浇混凝土池底(C30,350mm厚半地下室平池底)S6984.356m3
(1)清水池,外壁墙内侧底板,[(39.4-0.6)×
(57.8-0.6)-{出水阀门井}1.8×
3.75]×
0.35=774.414m3
外壁墙外侧底板0.3×
0.5×
(57.8×
2+39.4×
2-{进水阀门井}4.35-{溢流井}3.5-{出水阀门井}(4.95+2.8))=26.82m3
外壁墙内侧底板加厚,1.5×
0.15/2×
2-0.6×
8-3.75-1.5)=20.739m3
桩与承台连接,[0.3×
(0.6×
0.6+1.2×
1.2+(0.6+1.2)×
(0.6+1.2))/6]×
10=35.28m3
引发缝加厚处,(0.55-0.35)×
(0.2+2.81×
2+0.03)×
(57.8+39.4-5.85)=106.879m3
(2)进水阀门井C-C剖面,2.9×
0.35=5.024m3
(3)溢流井D-D剖面,2.85×
0.35=4.09m3
(4)出水阀门井E-E剖面,0.85×
0.35×
(3.75+1.85)+4.6×
0.4=10.774m3
(5)集水坑,0.35×
2=0.336m3
现浇混凝土池底(C20,40mm厚半地下室平池底)88.774m3
(1)(39.4-0.6)×
(57.8-0.6)×
0.04=88.774m3
现浇混凝土池壁(C30,300mm厚直形墙)254.255m3
(1)清水池,(56.9×
2+38.5×
(3.1+1.25-0.2-0.5)=208.926m3
(2)进水阀门井C-C剖面,(2.5×
2+3.75)×
(2.9+1.25-0.35)=9.975m3
牛腿(0.12+0.24)×
0.12/2×
3.75×
2=0.162m3
(3)溢流井D-D剖面,(2.55×
2+2.9)×
(2.9+1.25-0.35)=9.12m3
2.9×
2=0.125m3
0.25×
(2+1.25-0.35)=2.103m3
(4)出水阀门井E-E剖面,3.75×
1.2=1.35m3
(2.5×
(2.9+2.5-0.4)=13.125m3
(5)壁板掖角结施09,0.3×
0.3/2×
[(3.1+1.25-0.5-0.2)×
4+1.2]=0.711m3
(6)顶板掖角,0.3×
(56.2×
2+38.2×
2)=8.496m3
江苏省永都项目管理咨询有限公司编号:
现浇混凝土隔墙(C30,240mm厚直形墙)12.053m3
(1)挡水围堰,(9.725-0.3×
(2.6+0.9)=7.984m3
(5.725-0.3)×
(2.1+0.9)=4.069m3
现浇混凝土池壁(C30,200mm厚直形墙)84.04m3
(1)挡水墙,(0.2×
0.2/2+1.85×
0.2)×
(57×
2+38.6×
2)=74.568m3
(2.1+0.9)=4.069m3
(2)吊物孔墙,(2×
2+2.4)×
0.2×
1.85×
4=9.472m3
现浇混凝土池柱(C30,300*300mm无梁柱)S6135.8m3
(1)0.3×
3×
140=37.8m3
(2)柱底,[0.3×
(0.9×
0.9+0.4×
0.4+(0.9+0.4)×
(0.9+0.4))/6]×
140=18.62m3
1.5×
1.5×
140=31.5m3
(3)柱帽,[0.3×
0.9+0.3×
0.3+(0.9+0.3)×
(0.9+0.3))/6]×
140=16.38m3
现浇混凝土池柱(C30,400*800mm柱)85.757m3
(1)KJ400*800,0.4×
0.8×
(0.9+3.1-0.2-0.25×
48=50.688m3
0.25×
[0.4×
0.8+0.9×
1.3+(0.4+0.9)×
(0.8+1.3)]/6×
56×
2=19.693m3
(2)十字柱,(0.4×
0.8+0.5×
0.8-0.4×
0.5)×
3.8×
4=7.904m3
0.25/2×
(0.8×
4+0.25×
4)×
4=0.525m3
(3)附墙柱,0.4×
(3.8-0.25×
4=5.28m3
0.5+0.9×
0.75+(0.4+0.9)×
(0.5+0.75)]/6×
8×
2=1.667m3
现浇混凝土池盖(C30)513.347m3
(1)57.2×
38.8×
0.2=443.872m3
吊物孔-2×
4=-3.2m3
(2)后浇带位置,(1.81×
4+0.03×
0.2/2×
(38.8+57.2-0.2-1.81×
2-0.03)=70.956m3
(3)吊物孔,L2,2.4×
3=0.72m3
L4,2.4×
3=0.18m3
L3,3.3×
3=0.743m3
(4)通风孔上翻砼,3.14×
(0.158+0.1+0.05)×
0.1/2×
8=0.077m3
总监理工程师:
碎石(200mm)2165.12m2
(1)56.8×
38.4-{吊物孔}2×
4=2165.12m2
砂砾石(100mm)2165.12m2
金属爬梯(不锈钢)0.324t
(1)(0.2×
2+0.3+0.6×
2.47/1000×
(19×
3+12)=0.324t
年月日