墩身砼方量计算.xls

位位置置墩墩身身高高h h斜斜率率1/1/上上部部尺尺寸寸下下部部尺尺寸寸墩墩身身母母线线长长=l=l墩墩底底截截面面周周长长墩墩身身表表面面积积=l=l（R+rR+r）+平平直直段段墩墩身身砼砼长长宽宽长长宽宽圆圆台台部部分分3422.293.992.434.133.0011.0332.4313.11.5303.6335.3333.7335.4331.5015.1222.4616.0空心墩7464.466.564.766.867.0019.15130.71116.7位位置置墩墩身身高高h h斜斜率率1/1/上上部部尺尺寸寸下下部部尺尺寸寸墩墩身身母母线线长长=l=l墩墩底底截截面面周周长长墩墩身身表表面面积积=l=l（R+rR+r）+平平直直段段墩墩身身C35C35砼砼长长宽宽长长宽宽圆圆台台部部分分3422.342.444.143.0011.0732.5513.273.802#桥位位置置墩墩身身高高h h斜斜率率上上圆圆台台直直径径=d=d下下圆圆台台直直径径=D=D墩墩身身母母线线长长=l=l墩墩身身表表面面积积=l=l（R+rR+r）墩墩身身C30C30砼砼=(1/3)*h*(R2=(1/3)*h*(R2 +RrRr +r2)+r2)4#号墩1042:13.834.310.01127.78129.9梯梯形形台台部部分分12.09.467.7梯梯形形台台部部分分12.1墩墩身身砼砼墩墩身身C35C35砼砼墩墩身身C30C30砼砼=(1/3)*h*(R2=(1/3)*h*(R2 +RrRr +r2)+r2)位位置置台台身身高高h h（后后）台台身身高高h h（前前）台台顶顶尺尺寸寸台台身身尺尺寸寸前前墙墙尺尺寸寸长长宽宽高高长长宽宽高高长长2#桥包头台10.017.1113.052.62.312.052.67.612.2西安台9.496.6110.552.62.39.552.67.112.23#桥包头台10.017.1113.052.62.312.052.67.612.2西安台10.987.7110.552.62.79.552.68.212.2西安台9.486.2110.432.62.710.432.66.71右线4#桥北塬台6.993.716.82.62.75.83.44.212.3芝阳台7.083.716.82.62.75.83.44.212.3左线4#桥北塬台10.018.1110.552.62.39.453.48.612.3芝阳台6.022.715.552.62.74.453.43.212.3贠家河北塬台5.992.715.552.62.74.553.43.212.3芝阳台5.992.715.552.62.74.553.43.212.3跨包西北塬台62.715.552.62.74.553.43.212.3芝阳台5.982.715.552.62.74.552.63.212.3道碴槽1.4887台台身身表表面面积积HRB335HRB335钢钢筋筋台台身身砼砼8.262285宽宽高高1212C30C30C35C35C40C403.46.01330.644695.0361.43.45.51266.343782.0280.83.46.01330.644695.0361.43.46.61309.314392.1327.4227.783234.5255.23.42.61143.592039.0151.23.42.61143.592039.0151.23.47.01317.374506.7394.53.41.61105.171493.5100.13.41.61105.821502.6101.23.41.61105.821502.6101.23.41.61105.821502.6101.23.41.61105.821502.689.5前前墙墙尺尺寸寸桥梁工程砼浇筑台帐序号工程名称部位具体位置施工日期标号1右线4#桥14#墩2-5m4月24日C402右线2#桥0#桥台4.5-6m4月26日C403右线2#桥16#桥台3-4.5m4月26日C404右线3#桥0#桥台0-1.5m4月26日C405右线4#桥13#墩9.5-11.5m4月27日C4067891011121314设计方量 实际方量备注79.171只浇筑到4.8m位置58.25648.558.249.3