柱式桥台锥坡工程量计算
EL1EL2EL1EL245
0台31.96625.832.03625.8 6.209.3013.157.3011.2340.3135.78 4.8710.358.7811.18397.01716.5346.07226.28371.70231.43142.2645
3台32.06926.132.0526.1 5.968.9412.64 6.9410.7940.3134.39 4.6310.358.3510.74352.64647.6245.45208.92352.65222.32140.2635
0台18.98613.5519.07113.55 5.488.2210.03 6.229.1334.7928.81 4.158.007.489.88236.57449.0235.82152.71260.23158.08117.535
3台18.78513.2118.8813.21 5.628.4310.29 6.439.3634.7929.55 4.298.007.7310.13255.26479.8436.15160.52268.93162.08118.5745
0台14.9210.3514.91810.35 4.57 6.8559.69 4.8558.2740.3126.37 3.248.35 5.848.24158.94317.0437.52122.74235.41137.61122.95455台14.88410.3314.90610.33 4.57 6.855
9.69 4.8558.2740.3126.37 3.248.35 5.848.24158.94317.0437.52122.74235.41137.61122.950
0-2028.50#####8.35#####00#DIV/0!20.340#DIV/0!067.970
0-2028.50#####8.35#####00#DIV/0!20.340#DIV/0!067.970
0-2028.50#####8.00#####00#DIV/0!20.030#DIV/0!066.960
0-2028.50#####8.00#####00#DIV/0!20.030#DIV/0!066.960
0-2028.50#####8.35#####00#DIV/0!28.220#DIV/0!067.970
0-2028.50#####8.35#####00#DIV/0!28.220#DIV/0!067.970
0-2028.50#####8.35#####00#DIV/0!20.340#DIV/0!067.9700-2028.50#####8.35
#####00#DIV/0!20.340#DIV/0!067.97桥台锥护坡工程量统计表
K88+275通道桥K89+547.5中桥台前护坡面积Aq 台后边坡面积Ah 弧长P 角度桥名K86+890.1分离立交桥位置
锥护坡基础挖方V 台前填土V 锥护坡基础V 锥坡填土V 锥坡浆砌面积As R w h Lq Lh L 左
右锥坡高度H a b c