仰斜式挡土墙细部尺寸表及工程量计算（Excel模板）

1、挡土墙结构尺寸及工程量墙高断面尺寸浆砌片石h(cm)n1n2b1h3b21b4b41h1m3200.00.255835010899017.712.21300.00.255104501010911121.713.81400.00.255124501012813025.525.80500.00.255145501014815129.528.25600.00.255167601517317734.6711.43700.00.255189702019920339.8115.11800.00.255210802522422844.7619.21900.00.255232903025025449.9023

2、.891000.00.2552531003027027553.9028.89勿删土方开挖 换填二灰土 回填土方埋入土内片石换填二灰土回填土方m3m3m3123合计换填深度襟边坡度单侧加宽8.42.494.490.080.470.831.38100700.25509.02.764.550.120.571.041.73100700.25509.73.024.600.170.671.242.08100700.255010.43.304.660.230.781.452.45100700.255011.43.684.770.321.091.502.91100700.255012.34.074.870.4

3、21.461.513.39100700.255013.34.454.960.531.881.473.88100700.255014.34.875.030.652.361.394.40100700.255015.15.205.060.762.831.274.86100700.2550挡土墙结构尺寸及工程量=90-atan(n2)=atan(n1)=90+-=180-基础埋深弧度角度弧度角度弧度角度弧度角度弧度角度1500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.

4、2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.

5、0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.96381500.1974 11.3099 0.2450 14.0362 1.6184 92.72630.197411.30991.325875.9638回填土方桩号长度高度桩号高度1002.4822100115152.896

6、42.69115130153.31043.10130145153.72463.52145160154.13883.93160175154.55284.35175190154.9674.76190205155.3812579525.59220235155.98165.89235250156.1686.07250265156.3546.26265280156.54086.45280295157.36546.95295310157.70967.54310325158.05387.88325340158.3988.23340352.3212.329.19988.80346.67381.048.95448.50377.21394.7713.738.057.74394.77409.77157.43887.10409.77424.77156.76286.42424.77439.77156.08665.75439.7745