雨水120度砂石基礎(chǔ)-土方計(jì)算表

雨水管線砂墊層工程量計(jì)算書(120度管基),,,,,,,,,,,,,

序號,管內(nèi)徑m,管壁厚,工作面,管基下口寬,高,,,"放坡寬

i=1:0.67",梯形面積,"扇形面積r=D/2+t

","三角形面積

x=sin60*r

y=cos60*r",砂墊層面積,管面積

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,D,t,a,B=2a+2t+D,c1,c2,h=c1+c2,B1=i*h,"S1=

(B+B1)*h","S2=1/360*∏

*120*(D/2+t)2",S3=0.5*2x*y,S=S1-S2+S3,S5=(3.14*(D/2+t)*(D/2+t)

1,0.40,0.040,0.40,1.28,0.10,0.12,0.22,0.1100,0.3058,0.0603,0.0249,0.2704,0.1809

2,0.50,0.05,0.4,1.4,0.10,0.15,0.25,0.1250,0.3813,0.0943,0.039,0.326,0.2826

3,0.60,0.06,0.5,1.72,0.10,0.18,0.28,0.1400,0.5208,0.1357,0.0561,0.4412,0.4069

4,0.80,0.08,,0.96,0.15,0.24,0.39,,0.3744,0.2413,0.0998,0.2329,0.7235

5,1.00,0.10,,1.2,0.2,0.30,0.50,,0.6,0.377,0.1559,0.3789,1.1304

6,1.20,0.12,0.6,2.64,0.25,0.36,0.61,0.3050,1.7965,0.5429,0.2245,1.4781,1.6278

7,1.40,0.14,0.60,2.88,0.30,0.45,0.75,0.3750,2.4413,0.7389,0.3055,2.0079,2.2156

8,1.60,0.16,0.8,3.52,0.30,0.495,0.80,0.3975,3.1144,0.9651,0.3991,2.5484,2.8938

9,1.80,0.18,0.8,3.76,0.3,0.54,0.84,0.42,3.5112,1.2215,0.5051,2.7948,3.6625

10,2,0.2,0.8,4,0.3,0.6,0.9,0.45,4.005,1.508,0.6235,3.1205,4.5216

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