路面钢筋结构图纸

B=425总 长(m)(Kg)总 重总 长总 重(Kg)(m)B=375总 长总 重(Kg)(m)B=250板宽(cm)项 目规 格α&20&16&120°&125°&16&20&1210°&16&20&1215°&16&20&1220°&16&20&1225°&16&20&1230°&16&20&1235°&16&20&1240°&16&20&1245°&16&20（一块板）钢筋数量总表（L=5m）&12&1245°&16&2040°&12&16&20&2035°&16&1230°&16&2025°&12&16（一块板）钢筋数量总表（L=8m）总 长(m)&160°&20&20&1220°&16&1615°&12&2010°&12&16&20&125°&16&20&12规 格α&20项 目(m)(Kg)总 重总 长板宽(cm)B=425(m)(Kg)总 重总 长(Kg)总 重B=250B=37513.6228.8226.612.1361.5559.712.0202.8206.010.7320.4508.88.0137.8144.27.1217.7356.2508.8206.0559.7226.612.013.6382.812.1604.8258.310.7333.1526.3408.2508.8206.0559.7226.612.013.6402.312.1635.6264.710.7358.1565.8418.2508.8206.0559.7226.612.013.6424.112.1670.127210.7361.1570.5429.7508.8206.0559.7226.612.013.6449.312.1709.8286.510.7382.5604.4452.7508.8206.0559.7226.612.013.6478.912.1756.6297.210.7423.3668.8469.6508.8206.0559.7226.612.013.6514.612.1813.1310.310.7437.9691.9490.2508.8206.0559.7226.612.013.6571.012.1902.1333.910.7475.0750.5527.5508.8206.0559.7226.612.013.6618.512.1977.235510.7533.7843.2560.9508.8206.0559.7226.612.013.6730.512.11154.2391.210.7608.1960.8618.1358.620.8360.8885.718.5570.1326.018.4319.8805.216.3505.3228.212.4217.3563.711.0343.3805.2326.0885.7358.618.418.520.8514.9813.516.3711.2450.1337.8533.8805.2326.0885.7358.618.418.520.8534.3844.216.3750.7475.1344.2543.8805.2326.0885.7358.618.418.520.8556.1878.616.3755.4478.1346.2547.0805.2326.0885.7358.618.418.520.8581.8919.216.3789.2499.5366.0578.3805.2326.0885.7358.618.418.520.8610.9965.216.3829.0524.7376.7595.2805.2326.0885.7358.618.418.520.8646.41021.316.3876.7554.9389.8615.8805.2326.0885.7358.618.418.520.8702.91110.616.3935.4592.0413.4653.1805.2326.0885.7358.618.418.520.8750.51185.716.31028.1650.7434.5686.5805.2326.0885.7358.618.418.520.8788.91246.516.31145.7725.1470.7743.7整体式路基一侧（半幅桥宽）搭板钢筋汇总表2254.6&205°0°&12&16搭板长度角度α直径(mm)940.71483.5481475.631.3L=8mL=5m&12&16&2015°10°35°30°25°20°45°40°1617.82160.81689.42232.21769.92304.21872.32416.71982.82525.62116.42658.42331.72515.33057.92926.53236.72000.4第 二 公 路 勘 察 设 计 研 究 院桥 涵 通 用 图广 东 广 惠 高 速 公 路 有 限 公 司中 交日 期 比 例 图 号广 惠 高 速 公 路 小 金 口 至 凌 坑 段设 计复 核第一审核第二审核（适用与设计车速100Km/h）整体式路基一侧（半幅桥宽）搭板钢筋汇总表（适用与设计车速80Km/h）144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1144.2356.28.07.1228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0228.2563.712.411.0596.7679.21073.2942.8446.6490.3531.7840.1774.6705.6384.2396419.2662.4625.6607(m)总 长12.8215.8365.857834111.4总 重(Kg)B=400721.2803.71269.91139.5571.1614.8656.21036.8971.3902.3508.7520.5543.7859.1822.3803.8(m)总 长19.6340.3490.3774.717.4537.7总 重(Kg)B=400226.6559.7226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4226.6559.712.811.4358.6885.7358.6885.719.617.4358.6885.719.617.4358.6885.719.617.4358.6885.719.617.4358.6885.719.617.4358.6885.719.617.4358.6885.719.617.4358.6885.719.617.4358.6885.719.617.42874.345°40°3662.13353.335°30°25°20°3082.82869.32696.52567.5角度α直径(mm)2576.65°10°15°0°2299.42456.32398.71613.1&20搭板长度L=8m&163188.22763.22492.72279.621311976.61628.252.21709.11866.21808.41022.9&20&12&16L=5m34.2&122254.6481475.631.32254.6481475.631.32254.6481475.631.32254.6481475.631.32254.6481475.631.32254.6481475.631.32254.6481475.631.32254.6481475.631.32254.6481475.631.32576.652.21628.234.22576.652.21628.234.22576.652.21628.234.22576.652.21628.234.22576.652.21628.234.22576.652.21628.234.22576.652.21628.234.22576.652.21628.234.22576.652.21628.234.2L=8米预制标段:K29+050.042~K38+400烟台市路通公路勘察设计有限公司比 例桥 梁 通 用 图SV-82004.06日 期图 号复 核设 计审 核审 查512搭 板 钢 筋 数 量 总 表烟台市公路管理局国 道 206 莱 州 境 改 建 工 程第六合同段:K57+200~K66+541.024烟台市路通公路勘察设计有限公司比 例桥 梁 通 用 图SV-82004.06日 期图 号复 核设 计审 核审 查1524