工程量计算、编制施工组织设计毕业设计

第一章基础部分工程量计算书1.1土壤工程1.1.1大挖掘基础焊盘底宽a=21.9 1.75 3.51 0.2=27.36m基础垫底长b=54 1.42 1.59 0.2=57.21m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m基坑的实际挖掘量V=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(27.362 *0. 10.33 * 1.7 ) * (57.21 *0.1. 33 * 1.7 ) * 1.7-23.4 * 6.6=2616.904m31.1.2独立挖掘独立基础土方量J-1 :基础焊盘底宽a=1.85 1.85 0.2=3.9m基础垫底长b=1.72 1.98 0.2=3.9m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-1的土工量V1=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.92 *0. 10.33 * 1.7 ) * (3.92 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=37.111m3J-2 :基础焊盘底宽a=1.9 1.9 0.2=4m基础垫底长b=2.05 1.75 0.2=4m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-2的土工量V2=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(42 *0. 10.33 * 1.7 ) * (42 *0. 10.33 * 1.7 ) * 1.7/3 * 0.332 * 1.73=38.712m3J-3 :基础焊盘底宽a=1.25 1.45 0.2=2.9m基础垫底长b=1.25 1.45 0.2=2.9m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-3的土方量V3=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(2.92 *0. 10.33 * 1.7 ) * (2.9 *2.0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=22.963m3J-4 :基础垫底宽a=1.42 1.68 0.2=3.3m基础垫底长b=2.4 1.7 1.7 0.2=6m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-4的土工量V4=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.32 *0. 10.33 * 1.7 ) * (62 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=46.854m3J-5 :基础焊盘底宽a=1.4 1.6 0.2=3.2m基础垫层底长b=1.6 1.4 0.2=3.2m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-5的土工量V5=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.2 *0. 10.33 * 1.7 ) * (3.2 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=26.851m3J-6 :基础垫底宽a=1.65 1.65 0.2=3.5m基础垫底长b=1.52 1.78 0.2=3.5m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-6的土工量V6=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.52 *0. 10.33 * 1.7 ) * (3.52 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=31.044m3J-7 :基础焊盘底宽a=1.95 1.95 0.2=4.1m基础垫底长b=2.1 2.4 2.1 0.2=6.8m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-7的土工量V7=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(4.12 *0. 10.33 * 1.7 ) * (6.8 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=62.660m3J-8 :基础焊盘底宽a=3.21 1.49 0.2=4.9m基础垫底长b=1.5 2.7 1.6 0.2=6m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-8的土工量V8=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(4.92 *0. 10.33 * 1.7 ) * (62 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=65.244m3J-9 :基础垫底宽a=1.59 2.7 1.81 0.2=6.3m基础垫层底长b=1.89 2.4 1.71 0.2=6.2m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-9的土工量V9=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(6.32 *0. 10.33 * 1.7 ) * (6.2 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=83.736m3J-10 :基础焊盘底宽a=1.78 1.52 0.2=3.5m基础垫层底长b=1.64 2.7 1.66 0.2=6.2m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-10的土工量V10=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.52 *0. 10.33 * 1.7 ) * (6.2 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=50.602m3J-11 :基础垫底宽a=3.51 1.79 0.2=5.5m基础垫底长b=1.92 2.7 1.78 0.2=6.6m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1mJ-11的土工量V11=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(5.5 *2.0. 10.33 * 1.7 ) * (6.6 *2.0.1. 33 * 1.7 ) * 1.71/3*0.332*1.73=78.527m3J-12 :基础焊盘底宽a=2.09 2.7 1.91 0.2=6.9m基础垫底长b=2.16 2.4 2.04 0.2=6.8m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1mJ-12的土方量。V12=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(6.92 *0. 10.33 * 1.7 ) * (6.8 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=98.651m3J-13 :基础焊盘底宽a=1.9 1.6 0.2=3.7m基础垫底长b=1.72 2.7 1.68 0.2=6.3m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1mJ-13的土工量V13=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.72 *0. 10.33 * 1.7 ) * (6.32 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=53.727m3J-14 :基础垫底宽a=2.15 2.15 0.2=4.5m基础垫层底长b=2.3 2.4 2.3 0.2=7.2m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-14的土工量V14=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(4.52 *0. 10.33 * 1.7 ) * (7.2 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=71.379m3J-15 :基础焊盘底宽a=1.96 0.08 1.96 0.2=4.2m基础垫底长b=1.6 1.8 0.2=3.6m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-15的土工量V15=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(4.2 *0. 10.33 * 1.7 ) * (3.6 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=36.958m3J-16 :基础焊盘底宽a=1.8 2.4 1.7=6.1m基础垫底长b=1.8 0.08 4.2 3.3 1.62 0.2=11.2m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-16的土工量V16=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(6.12 *0. 10.33 * 1.7 ) * (11.2 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=139.688m3J-17 :基础焊盘底宽a=1.85 1.65 0.2=3.7m基础垫层底长b=1.96 0.08 1.96 0.2=4.2m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-17的土方量。V17=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.72 *0. 10.33 * 1.7 ) * (4.2 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=37.801m3J-18 :基础焊盘底宽a=1.63 1.37 0.2=3.2m基础垫底长b=1.6 3.3 1.5 0.2=6.6m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-18的土方量。V18=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.2 *0. 10.33 * 1.7 ) * (6.6 *2.0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=49.745m3J-19 :基础垫的底宽a=2.05 2.05 0.2=4.3m基础垫底长b=2.2 2.4 2.2 0.2=7m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-19的土方量。V19=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(4. 32 *0. 10.33 *1.7) * (72 *0. 10.33 * 1.7 ) * 1.71/3*0.332*1.73=66.952m3J-20 :基础焊盘底宽a=1.81 1.59 0.2=3.6m基础垫底长b=1.8 1.6 0.2=3.6m挖土深度H=2.5 0.1-0.9=1.7m分级系数k=0.33工作面c=0.1m是J-20的土工量V20=(a 2c kH)*(b 2c kH)*H 1/3k2H3=(3.62 *0. 10.33 * 1.7 ) * (3.62 *0. 10.33 * 1.