工程量计算编制施工组织设计毕业设计Word文档下载推荐.docx
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基础垫层底宽a=1.85+1.85+0.2=3.9m
基础垫层底长b=1.72+1.98+0.2=3.9m
挖方深度H=2.5+0.1-0.9=1.7m
放坡系数k=0.33工作面c=0.1m
则J-1的土方工程量
V1=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.9+2*0.1+0.33*1.7)*(3.9+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=37.111m3
J-2:
基础垫层底宽a=1.9+1.9+0.2=4m
基础垫层底长b=2.05+1.75+0.2=4m
则J-2的土方工程量
V2=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(4+2*0.1+0.33*1.7)*(4+2*0.1+0.33*1.7)*1.7+1/3*0.332*1.73
=38.712m3
J-3:
基础垫层底宽a=1.25+1.45+0.2=2.9m
基础垫层底长b=1.25+1.45+0.2=2.9m
则J-3的土方工程量
V3=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(2.9+2*0.1+0.33*1.7)*(2.9+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=22.963m3
J-4:
基础垫层底宽a=1.42+1.68+0.2=3.3m
基础垫层底长b=2.4+1.7+1.7+0.2=6m
则J-4的土方工程量
V4=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.3+2*0.1+0.33*1.7)*(6+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=46.854m3
J-5:
基础垫层底宽a=1.4+1.6+0.2=3.2m
基础垫层底长b=1.6+1.4+0.2=3.2m
则J-5的土方工程量
V5=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.2+2*0.1+0.33*1.7)*(3.2+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=26.851m3
J-6:
基础垫层底宽a=1.65+1.65+0.2=3.5m
基础垫层底长b=1.52+1.78+0.2=3.5m
则J-6的土方工程量
V6=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.5+2*0.1+0.33*1.7)*(3.5+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=31.044m3
J-7:
基础垫层底宽a=1.95+1.95+0.2=4.1m
基础垫层底长b=2.1+2.4++2.1+0.2=6.8m
则J-7的土方工程量
V7=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(4.1+2*0.1+0.33*1.7)*(6.8+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=62.660m3
J-8:
基础垫层底宽a=3.21+1.49+0.2=4.9m
基础垫层底长b=1.5+2.7+1.6+0.2=6m
则J-8的土方工程量
V8=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(4.9+2*0.1+0.33*1.7)*(6+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=65.244m3
J-9:
基础垫层底宽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
则J-9的土方工程量
V9=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(6.3+2*0.1+0.33*1.7)*(6.2+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=83.736m3
J-10:
基础垫层底宽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
则J-10的土方工程量
V10=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.5+2*0.1+0.33*1.7)*(6.2+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=50.602m3
J-11:
基础垫层底宽a=3.51+1.79+0.2=5.5m
基础垫层底长b=1.92+2.7+1.78+0.2=6.6m
则J-11的土方工程量
V11=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(5.5+2*0.1+0.33*1.7)*(6.6+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=78.527m3
J-12:
基础垫层底宽a=2.09+2.7+1.91+0.2=6.9m
基础垫层底长b=2.16+2.4+2.04+0.2=6.8m
则J-12的土方工程量
V12=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(6.9+2*0.1+0.33*1.7)*(6.8+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=98.651m3
J-13:
基础垫层底宽a=1.9+1.6+0.2=3.7m
基础垫层底长b=1.72+2.7+1.68+0.2=6.3m
则J-13的土方工程量
V13=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.7+2*0.1+0.33*1.7)*(6.3+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=53.727m3
J-14:
基础垫层底宽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
则J-14的土方工程量
V14=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(4.5+2*0.1+0.33*1.7)*(7.2+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=71.379m3
J-15:
基础垫层底宽a=1.96+0.08+1.96+0.2=4.2m
基础垫层底长b=1.6+1.8+0.2=3.6m
则J-15的土方工程量
V15=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(4.2+2*0.1+0.33*1.7)*(3.6+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=36.958m3
J-16:
基础垫层底宽a=1.8+2.4+1.7=6.1m
基础垫层底长b=1.8+0.08+4.2+3.3+1.62+0.2=11.2m
则J-16的土方工程量
V16=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(6.1+2*0.1+0.33*1.7)*(11.2+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=139.688m3
J-17:
基础垫层底宽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
则J-17的土方工程量
V17=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.7+2*0.1+0.33*1.7)*(4.2+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=37.801m3
J-18:
基础垫层底宽a=1.63+1.37+0.2=3.2m
基础垫层底长b=1.6+3.3+1.5+0.2=6.6m
则J-18的土方工程量
V18=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.2+2*0.1+0.33*1.7)*(6.6+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=49.745m3
J-19:
基础垫层底宽a=2.05+2.05+0.2=4.3m
基础垫层底长b=2.2+2.4+2.2+0.2=7m
则J-19的土方工程量
V19=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(4.3+2*0.1+0.33*1.7)*(7+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73=66.952m3
J-20:
基础垫层底宽a=1.81+1.59+0.2=3.6m
基础垫层底长b=1.8+1.6+0.2=3.6m
则J-20的土方工程量
V20=(a+2c+kH)*(b+2c+kH)*H+1/3k2H3
=(3.6+2*0.1+0.33*1.7)*(3.6+2*0.1+0.33*1.7)*1.7
+1/3*0.332*1.73