【公路工程施工图设计】3-25轻质土路堤设置一览表及工程数量表

loading 分享 2026-8-27 下载文档

3-25 轻质土路堤设置一览表及工程数量表项目:气泡混合轻质土横断面设置长桥头面填筑平均填筑平均填筑平均钢筋网台阶高台阶宽平均面相对路线中度板长度高度底宽度顶宽度层数度度积心线位置(m)12345678910111213141516171819202122232425262728293031323334353637383940K1624+205.000～K1624+215K1624+215.000～K1624+225K1624+225.000～K1624+235K1624+235.000～k1624+245K1624+245.000～K1624+255K1624+255.000～K1624+265K1624+265.000～K1624+275K1624+275.000～K1624+285K1624+285.000～K1624+290K1624+290.000～K1624+295K1624+535.000～K1624+545K1624+545.000～K1624+555K1624+555.000～K1624+565K1627+315.000～K1627+325K1627+325.000～K1627+335K1627+335.000～K1627+345K1627+345.000～K1627+355K1627+355.000～K1627+365K1627+365.000～K1627+375K1627+375.000～K1627+385K1627+385.000～K1627+395K1627+395.000～K1627+405K1627+405.000～K1627+415K1627+415.000～K1627+425K1627+425.000～K1627+435K1627+979.700～K1627+987K1627+987.000～K1627+995K1627+995.000～K1628+003K1628+003.000～K1628+013K1628+013.000～K1628+023K1628+023.000～K1628+033K1628+033.000～K1628+038K1628+038.000～K1628+043K1630+091.000～K1630+096K1630+096.000～K1630+101K1630+101.000～K1630+106K1630+106.000～K1630+116K1630+116.000～K1630+124K1630+124.000～K1630+132K1630+132.000～K1630+139.842合计编制：

审核:

13131313131313(m)(m)4.084.084.084.084.084.084.084.045.146.84.044.034.034.014444.014.014.014.014.014.014.014.022.374.155.754.634.634.635.125.915.414.213.313.314.913.311.95(m)3.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.003.00(m)6.026.026.026.026.026.026.026.026.026.026.026.006.006.006.006.006.006.006.006.006.006.006.006.006.003.606.048.438.168.168.168.288.488.356.055.835.838.235.833.50(层)4444444455444444444444444445444555444444(m)0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5(m)2222222222222222222222222222222222222222(m2)18.418.418.418.418.418.418.418.223.230.718.218.118.118.018.018.018.018.018.018.018.018.018.018.018.17.818.832.925.825.825.828.933.930.719.114.614.627.614.66.3面板板面及支架气泡轻质土面板(C25φ2粗铁丝φ4预埋筋φ6拉杆砼)网(m3)179.6179.6179.6179.6179.6179.6179.6177.7110.5146.4177.7176.9176.9176.0175.5175.5175.5176.0176.0176.0176.0176.0176.0176.0176.454.6145.6257.0253.4253.4253.4138.9163.7148.190.869.6142.7215.6113.447.56681.7(m3)1.51.51.51.51.51.51.51.51.04.73.41.51.51.51.51.51.51.51.51.51.51.51.51.53.40.61.24.51.71.71.71.04.03.70.80.61.23.81.00.571.4(kg)167.6167.6167.6167.6167.6167.6167.6165.4105.5502.8381.8165.4165.4164.3164.3164.3164.3164.3164.3164.3164.3164.3164.3164.3379.671.0135.4496.2189.8189.8189.8104.3437.3399.685.567.7135.4422.9108.862.27942.1(kg)96.696.696.696.696.696.696.695.460.8289.9220.295.495.494.794.794.794.794.794.794.794.794.794.794.7218.941.078.1286.1109.4109.4109.460.2252.2230.449.339.078.1243.862.735.84579.2(kg)55.955.955.955.955.955.955.955.135.2167.6127.355.155.154.854.854.854.854.854.854.854.854.854.854.8126.523.745.1165.463.363.363.334.8145.8133.228.522.645.1141.036.320.72647.4图号:

面板基础及垫层φ6连接钢筋(kg)24.224.224.224.224.224.224.223.815.272.555.023.823.823.723.723.723.723.723.723.723.723.723.723.754.710.219.571.527.427.427.415.063.057.612.39.819.561.015.79.01144.8角钢(kg)81.581.581.581.581.581.581.581.537.4152.0185.181.481.481.481.481.481.481.481.481.481.481.481.481.4185.158.359.3173.181.981.981.937.4150.7150.037.136.880.9171.758.858.13588.1面板基础(C25砼)(m3)2.72.72.72.72.72.72.72.71.44.96.22.72.72.72.72.72.72.72.72.72.72.72.72.76.22.02.25.72.72.72.71.44.94.91.41.42.75.72.22.1119.6备注碎石垫层(m3)1.81.81.81.81.81.81.81.80.93.24.11.81.81.81.81.81.81.81.81.81.81.81.81.84.11.31.43.81.81.81.80.93.23.20.90.91.83.81.41.479.8第 1-1 页共 2 页序号起讫桩号3-25 轻质土路堤设置一览表及工程数量表项目:气泡混合轻质土碎石盲沟(…mxφ4.2钢筋…m)相对路线中网心线位置盲沟长盲沟度碎石(m)12345678910111213141516171819202122232425262728293031323334353637383940K1624+205.000～K1624+215K1624+215.000～K1624+225K1624+225.000～K1624+235K1624+235.000～k1624+245K1624+245.000～K1624+255K1624+255.000～K1624+265K1624+265.000～K1624+275K1624+275.000～K1624+285K1624+285.000～K1624+290K1624+290.000～K1624+295K1624+535.000～K1624+545K1624+545.000～K1624+555K1624+555.000～K1624+565K1627+315.000～K1627+325K1627+325.000～K1627+335K1627+335.000～K1627+345K1627+345.000～K1627+355K1627+355.000～K1627+365K1627+365.000～K1627+375K1627+375.000～K1627+385K1627+385.000～K1627+395K1627+395.000～K1627+405K1627+405.000～K1627+415K1627+415.000～K1627+425K1627+425.000～K1627+435K1627+979.700～K1627+987K1627+987.000～K1627+995K1627+995.000～K1628+003K1628+003.000～K1628+013K1628+013.000～K1628+023K1628+023.000～K1628+033K1628+033.000～K1628+038K1628+038.000～K1628+043K1630+091.000～K1630+096K1630+096.000～K1630+101K1630+101.000～K1630+106K1630+106.000～K1630+116K1630+116.000～K1630+124K1630+124.000～K1630+132K1630+132.000～K1630+139.842合计编制：

右幅左侧右幅左侧右幅左侧右幅左侧右幅左侧右幅左侧右幅左侧右幅左侧右幅左侧右幅左侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧右幅右侧右幅右侧右幅右侧左幅右侧左幅右侧左幅右侧左幅右侧左幅右侧右幅左侧右幅左侧右幅左侧右幅左侧左幅左侧左幅左侧左幅左侧20.620.620.620.620.620.620.620.625.635.720.620.620.620.620.620.620.620.620.620.620.620.620.620.620.613.120.628.223.123.123.125.630.728.220.618.118.125.618.110.5862(m3)1.91.91.91.91.91.91.91.92.33.21.91.91.91.91.91.91.91.91.91.91.91.91.91.91.91.21.92.52.12.12.12.32.82.51.91.61.62.31.60.978(kg)392.4392.4392.4392.4392.4392.4392.4392.4261.7261.7392.4391.5391.5391.5391.5391.5391.5391.5391.5391.5391.5391.5391.5391.5391.5209.6314.6544.5485.5485.5485.5335.4341.9337.7196.9192.1384.1390.8307.3220.614768.2复核：

防撞栏φ25锚筋PVC管C30砼护栏型式(kg)129.4129.4129.4129.4129.4129.4129.4129.497.0140.1129.4129.4129.4129.4129.4129.4129.4129.4129.4129.4129.4129.4129.4129.4129.457.3107.8154.0147.8147.8147.897.0118.6107.875.564.7110.9138.692.445.34825.77.96.34.9108.05.37.18.77.67.67.68.18.9(m)7777SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SS级砼护栏SS级砼护栏SS级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SA级砼护栏SS级砼护栏SS级砼护栏SS级砼护栏(m3)3.33.33.33.33.33.33.33.31.61.63.33.33.33.33.33.33.33.33.33.33.33.33.33.33.32.62.82.83.33.33.31.61.61.61.61.63.32.82.82.8116.2审核:

(kg)116.6116.6116.6116.6116.6116.6116.6116.658.358.3116.6116.6116.6116.6116.6116.6116.6116.6116.6116.6116.6116.6116.6116.6116.692.1100.9100.9116.6116.6116.658.358.358.358.358.3116.6100.9100.998.44149.7(kg)426.7426.7426.7426.7426.7426.7426.7426.7213.4213.4426.7426.7426.7426.7426.7426.7426.7426.7426.7426.7426.7426.7426.7426.7426.7392.4430.0430.0426.7426.7426.7213.4213.4213.4213.4213.4426.7430.0430.0419.315546.1(m3)34.534.534.534.534.534.534.534.517.2517.2534.534.534.534.534.534.534.534.534.534.534.534.534.534.534.525.18527.627.634.534.534.517.2517.2517.2517.2517.2534.527.627.626.911214.7(kg)81.581.581.581.581.581.581.581.540.840.881.581.581.581.581.581.581.581.581.581.581.581.581.581.581.559.565.265.281.581.581.540.840.840.840.840.881.565.265.263.62870.0图号:

(kg)1043.51043.51043.51043.51043.51043.51043.51043.5521.7521.71043.51043.51043.51043.51043.51043.51043.51043.51043.51043.51043.51043.51043.51043.51043.5761.7834.8834.81043.51043.51043.5521.7521.7521.7521.7521.71043.5834.8834.8813.936739.9(m3)53.853.853.853.853.853.853.853.831.941.953.853.853.853.853.853.853.853.853.853.853.853.853.853.853.828.343.055.058.858.858.831.936.934.426.924.448.851.039.026.31932.0(m3)11.311.311.311.311.311.311.311.35.620.325.911.311.311.311.311.311.311.311.311.311.311.311.311.325.98.29.023.611.311.311.35.620.320.35.65.611.323.69.08.8498.5R235钢筋HRB335钢筋C30砼R235钢筋HRB335钢筋防撞栏及基础基础开挖土方回填土方备注土方第 2-1 页共 2 页序号起讫桩号

【公路工程施工图设计】3-25轻质土路堤设置一览表及工程数量表.doc 将本文的Word文档下载到电脑

下载这篇word文档