會所工程土方計算式,,,,,,19.7,,

序號,部位,計算式,數值,單位,備注,,,

1,1軸交B軸處填土至-4.65,4.95*5.267*(4.895-4.65),6.39,m3,填土,25.571,5.871,

2,地下室底板挖至-4.65,1394.065*(0.518-(-4.65)),7204.53,m3,挖土,21.551,1.851,

3,室內游泳池部位挖至-2.05,715.054*(0.818-(-2.05)),2050.77,m3,挖土,19.205,-0.495,

4,9-10交A-E軸處從-4.65挖至-5.15,131.194*0.5,65.60,m3,挖土,25.53,5.83,

5,5-7交E-H軸處從-4.65挖至-4.95,219.84*0.3,65.95,m3,挖土,18.88,-0.82,

6,地下室底板A詳圖增加部位,(3*3+3.3*3.3*4+3.6*3.6)/6*0.3*4+0.3*1.41*3.6*4*4*0.1,15.54,m3,挖土,18.685,-1.015,0.517466667

7,4-5軸間的ZJ3,2.6*2.6*(0.518-(-4.1))*2,62.44,m3,挖土,18.975,-0.725,

8,4-5軸間的ZJ3邊坡,2.6*4*(4.618*0.5*4.618/2)*2,110.89,m3,挖土,16.965,-2.735,

9,4-5軸間的ZJ3填土,62.44+110.89-3.152,170.18,m3,填土,14.805,-4.895,

10,F-D軸間的ZJ2,2.6*2.6*(0.518-(-2.3))*2,38.10,m3,挖土,,,

11,F-D軸間的ZJ2邊坡,2.6*4*(2.818*0.5*2.818/2)*2,41.29,m3,挖土,16.965,-2.735,

12,F-D軸間的ZJ2填土,38.1+41.29-3.152,76.24,m3,填土,14.805,-4.895,

13,2-3軸間的ZJ3,2.6*2.6*(0.518-(-4.1))*2,62.44,m3,挖土,18.975,-0.725,

14,2-3軸間的ZJ3邊坡,2.6*4*(4.618*0.5*4.618/2)*2,110.89,m3,挖土,16.965,-2.735,

15,2-3軸間的ZJ3填土,62.44+110.89-3.152,170.18,m3,填土,14.805,-4.895,

16,6軸間的ZJ2,2.6*2.6*(-2.05-(-2.3)),1.69,m3,挖土,,,

17,B軸處電纜井,(2.08*3.03+4.98*2.08)*1.05,17.49,m3,挖土,,,

18,9軸交B軸處集水坑,2.88*2.88*0.85,7.05,m3,挖土,,,

19,6軸交D軸處集水坑,(2.88*2.88+2.12*2.4)*1.35,18.07,m3,挖土,,,

20,3軸交G軸處集水坑,2.88*2.88*1.35,11.20,m3,挖土,,,

21,5軸交F軸處集水坑,3.98*1.98*1.2,9.46,m3,挖土,,,

22,4軸邊集水坑,(2.68*7.4+2.68*5.88)*1.2,42.71,m3,挖土,,,

23,7軸處J1-J1,3.4*7.2*(2.3-2.05),6.12,m3,挖土,,,

24,K軸處J2-J2,3.8*23.3*(2.3-2.05),22.14,m3,挖土,,,

25,10軸處ZJ1,4.3*4.3*(2.3-2.05)*3,13.87,m3,挖土,,,

26,1軸處基礎,1.8*12.2*1.1,24.16,m3,挖土,,,

,,,,,,,,,

,地下室體積,971.523*4.65,4517.58,m3,外運土,,,

,室內游泳池體積,449.525*2.05,921.53,m3,外運土,,,

,,,,,,,,,

,挖土方,,100