U型桥台尺寸计算

桥台台前高度H′650.00650.00桥台台尾高度H650.00650.00H1530.80530.80桥台计算宽度B800.00800.00锥坡坡度n11.001.00侧墙坡度m13.003.00侧墙坡度m24.004.00侧墙坡度m33.003.00侧墙顶宽b150.0050.00侧墙顶宽b275.0096.98台帽宽度b264.0064.00台帽厚度h230.0030.00桥台背墙高度h189.2089.20基础厚度d100.00100.00大放脚f140.0040.00大放脚f240.0040.00大放脚f340.0040.00斜交角度α桥台计算长度L681.00681.00台身底宽a1310.67310.67台身坡底宽a2217.67217.67侧墙底宽a3292.67292.67基础总宽B1687.50687.50B2276.83276.83B3137.50137.50B4134.67134.67100.786.4294.36102.4612.1590.31114.991.57侧墙7.5#浆砌片石体积：V6基础体积：V7现浇25#钢筋混凝土台帽V8U型桥台尺寸计算0.00台身总体积：V1台身25#混凝土体积：V3台身7.5#浆砌片石体积：V4侧墙总体积：V2侧墙25#混凝土体积：V5计算高度（H）5.00007.5号浆砌片石厚度t10.2000砂砾垫层厚度t20.1000n11.0000n21.5000参考系数Kv0.3925参数√αβ1.3040锥心长轴a0.7500锥心短轴b0.5000系数参考(0.2000)系数K1.0100襟边宽e0.2000基础断面宽bo0.7500基础断面厚d0.7500砂砾垫层体积V18.5237.5号浆砌片石体积V216.630基础体积V310.837锥心填土体积V435.326工程量单位：立方米一个桥台锥坡工程量计算演算八字墙墙身根部高H4.5h0.7翼墙正底宽c0.46翼墙斜底宽a0.4边坡坡度m1.5平行洞口的背坡n3.75基础厚d1基础襟边宽e0.2e10.2e20.23墙身体积V112.869基础体积V220.501抹面面积S3.151翼墙高H2.38h0.7a0.4c0.57n3.16边坡m1.5襟边宽e0襟边宽e10.28襟边宽e20.25基础厚d1一个翼墙墙身体积3.251一个翼墙基础体积4.000单位：（立方米）涵洞八字墙正翼墙墙工程量计算编号直径（mm）根数每根长（cm）共长（m）单位重（kg/m）共重（kg）1φ10201590318.00196.212φ1020572114.4070.583φ1020572114.4070.584φ16276199549.24866.705φ1623250116.00183.056φ163203096.00151.49项目φ10钢筋φ16钢筋φ95×4mm钢管φ108×4mm钢管铸铁支架螺栓数量546.80761.2455.120.618108.00重量337.381201.24494.986.16153.0018.39全桥护栏钢筋工程数量表全桥护栏工程数量表0.6171.578总重（kg）总长螺母垫圈预埋钢板25#混凝土108.00######18.0085.591.6130.864.96全桥护栏钢筋工程数量表全桥护栏工程数量表337.381201.24546.8761.24桥台背墙高度0.56侧墙背坡4.00侧墙侧面背坡3.00桥台高6.50桥台宽8.00桥台侧墙长6.31桥台侧墙顶宽0.50斜交角度0.00碎石16.35粘土10.22片石盲沟2.34反铺草皮13.65直径单位重60.22280.395100.617120.888141.208161.578181.988202.416222.984253.853284.83343638