【计算底稿】深圳市龙岗区兴桥路尾段市政工程——给排水工程_2011.11.29

路基路面总厚度回填土厚

回填石粉渣厚-管顶

回填石粉渣厚-腋角→管顶回填砂厚-腋角部分回填砂厚-管底以下<=180土弧基埋深m础中心管径m壁厚mH1H2h埋均角(度。)h1

h2h3h4h5h6序号项目名称单位工程量Ⅱ级承插式钢筋混凝土排水管，柔性橡胶圈接口123456污水管W污水管W污水管W污水管W污水管W污水管W小计合计合计*（1+3%）汇总污水管W污水管W汇总*1.03污水管W污水管Wmm211170.300.40mm211170.300.40111234→1-1→1-2→→→→2345mmmmmm15632324112138.00138.000.300.300.400.400.400.400.040.060.060.060.060.062.832.832.833.193.543.932.682.713.193.543.934.072.762.773.013.373.744.00120120120120120120设计工程量：工程量计算表

hx设计h0设计-管道基础至管顶以上xm范围石粉渣回填实际-路基至管顶深度

注：表中红色字体部分需修改参数；给水和排水公式差别在h0。路基及路面厚mh1判断用hx设计h0回填土厚m回填石粉渣厚h2h3h4回填砂厚mh5h6单侧工作放坡系数挖土方m3面宽m0.530.530.530.530.530.530.500.500.500.500.500.501.891.882.022.382.753.011.391.381.521.882.252.510.500.500.500.500.500.500.290.320.390.390.390.390.100.110.130.130.130.130.150.150.150.150.150.150.600.600.600.600.600.600.330.330.330.330.330.3386.3035.76224.69265.75398.94129.681141.121141.121175.35122.051019.07125.711049.64填方m3余方m3回填砂回填石粉渣回填土v管道备注5.772.4414.9114.9119.115.5962.7462.7464.6222.199.3957.1557.1573.2221.43240.53240.53247.7556.6323.09145.84186.90297.91100.11810.49810.49834.801.700.836.796.798.702.5527.3727.3728.1929.6612.6778.8578.85101.0329.57330.63330.63340.558.2254.5231.58208.9579.72730.762.5324.8342.33288.30未乘1.03未乘1.038.4656.1632.53215.2282.11752.692.6125.5843.60296.95乘1.03乘1.03