津港高速公路一期三合同C30混凝土急流槽计算表路面边高边沟顶高程程mBmC高差mH=B-C槽身部分现浇部分急流槽槽防滑平台身C30砼C30砼C30砼m3m3m30.135*N+0.20.252*H0.09消力部分消力槛C30砼m30.003急流槽C30砼m30.15桩号E线加宽段左幅EK3+900EK3+930EK3+960EK3+990EK4+020EK4+050EK4+080EK4+110EK4+140EK4+170EK4+200EK4+230EK4+260EK4+290EK4+320EK4+350EK4+380EK4+440EK4+470EK4+500EK4+530EK4+560EK4+590EK4+620EK4+650EK4+680EK4+710EK4+740EK4+770EK4+800EK4+830EK4+860EK4+880.2743.8743.8383.7953.8003.94.0824.3674.7465.2055.16.0286.3656.6516.8887.0757.2117.2987.3217.2607.1406.96.7386.4616.1355.7585.3324.8574.41.0533.7683.5613.4323.3833.13.0553.012.9652.922.8752.832.93.23.52.83.23.683.443.323.23.1463.0652.9842.9032.8222.7412.662.5792.4982.4172.4622.5552.82.7412.803EK5+850EK5+880EK5+910EK5+940EK5+970EK6+000EK6+0305.6795.4495.3225.5115.8066.1926.6393.273.0632.8562.7952.8852.9753.065E线加宽段右幅EK4+340EK4+370EK4+445EK4+475EK4+505EK4+535EK4+575EK4+605EK4+635EK4+665EK4+695EK4+725EK4+755EK4+785EK4+815EK4+845EK4+875EK4+905EK4+935EK5+948.468EK5+970EK6+000EK6+0307.4813.17.5852.957.3143.2947.5523.2557.4313.2167.2593.1776.9523.1256.63.0866.3263.0475.9373.0085.5382.9695.0602.934.6522.9114.3412.9744.1093.0373.9543.13.8783.1633.8783.226
3.9105.7863.55.8493.4216.0253.3136.300
3.205
边沟加固护砌MU30片石m38
