隧道超欠挖考核计算(含公式)

序号123456789101112131415断面里程DK127+270DK127+265DK127+260DK127+255DK127+250DK127+245DK127+240DK127+235DK127+230DK127+225DK127+220DK127+215DK127+210DK127+205DK127+200二衬平均二衬测量平均线性断面间距超挖方量允许线性衬砌外弧允许超挖厚度(m)面积(m2)超挖(m)(m)(m3)超挖(m)长(m)方量(m3)0.4860.4520.4420.4070.4780.4310.5020.4760.5160.4960.4350.5120.450.5190.47611.90910.62410.5819.40511.14610.29511.88511.79311.98311.91510.28212.2510.81712.80112.0570.0860.0520.0420.0070.0780.0310.1020.0760.1160.0960.0350.1120.050.1190.0765.15555555555555511.210.9810.9810.9810.9810.9810.9810.9810.9810.9810.9810.9810.9810.9810.980.10.10.10.10.10.10.10.10.10.10.10.10.10.10.125.6525.6525.6525.6525.6525.6525.6525.6525.6525.6525.6525.6525.6525.6525.6513.08212.82512.82512.82512.82512.82512.82512.825Ⅲ级复合-锚喷12.82512.82512.82512.82512.82512.82512.825支护类型备注 测量： 计算： 分队长： 技术负责人： 分区主任： 日期：

某某隧道12月份超欠挖考核计算表

序号161718192021222324252627断面里程DK127+195DK127+190DK127+185DK127+180DK127+175DK127+170DK127+165DK127+160DK127+155DK127+150DK127+145二衬平均二衬测量平均线性断面间距超挖方量允许线性衬砌外弧允许超挖厚度(m)面积(m2)超挖(m)(m)(m3)超挖(m)长(m)方量(m3)0.4350.4830.4820.510.5390.4830.550.5030.5270.5280.50810.56810.52511.5612.30113.14910.93513.13811.86412.18813.3512.6820.0350.0830.0820.110.1390.0830.150.1030.1270.1280.1085555555555.5125.6长度(m)125.6二衬总平均厚度(m)扣款(元)0.486010.9810.9810.9810.9810.9810.9810.9810.9810.9812.0780.10.10.10.10.10.10.10.10.10.125.6525.6525.6525.6525.6525.6525.6525.6525.6525.6512.82512.82512.82512.82512.82512.825Ⅲ级复合-锚喷12.82512.82512.82514.108支护类型备注12月份开挖验工里程DK127+270.1～+144.52812月份总超挖方量(m3)275.818允许超挖方量(m3)322.165额外超挖方量(m3)-46.347 测量： 计算： 分队长： 技术负责人： 分区主任： 日期：