高速公路工程标准化桥涵计算数量通用表格EXCEL全套资料（共22套打包）

表表1 D1.5m圆圆管管涵涵结结构构分分析析计计算算书书一一、设设计计参参数数1 1、荷荷载载标标准准级级级级级级级2 2、设设计计安安全全等等级级三级三级三级三级三级三级三级3 3、环环境境条条件件（、）4、填填土土参参数数填土高(m)0.51246810土容重(kN/m3)19191919191919土内摩擦角(度)35353535353535土的侧压力系数0.2710.2710.2710.2710.2710.2710.2715、圆圆管管涵涵参参数数管壁厚(m)0.20.20.20.20.20.20.2内管径D(m)1.51.51.51.51.51.51.5外管径(m)1.91.91.91.91.91.91.9圆管涵砼标号40404040404040圆管涵混凝土抗压设计强度fc先填这个跨径d(m)进水口净高Hd(m)泄水能力Q(m3/s)水 深涵前 水深Ho(m)进水口水深H(m)临界水深hk(m)1.81.82.501.221.060.771.81.83.001.341.170.851.81.83.401.441.250.911.81.83.811.551.350.981.81.84.161.611.401.021.81.84.511.671.451.061.81.84.921.741.511.101.81.85.321.801.571.141.81.85.781.891.641.191.81.86.191.951.701.241.81.86.472.001.741.271.81.87.042.081.811.321.81.87.612.161.881.37流 速涵洞纵坡()收缩断面水深hc(m)当流速Vmax=6m/s时出口断面水深临界流速Vk(m3/s)收缩断面流速Vc(m3/s)临界坡度ikVmax=6.0(m/s)时管径壁厚C20砼(m3)垫层(m3)d(cm)b(cm)双孔150202.211.752.641180202.581.902.584单孔直径壁厚填土高基础宽度管的外面积 砼体积 砂垫层体积10.120.422.241.2081.4571.29921.250.140.442.531.8391.7751.41681.50.20.52.92.8352.2071.451.50.20.52.92.8352.2071.45双孔直径壁厚填土高基础宽度管的外面积 砼体积 砂垫层体积10.120.423.731.2082.2242.16341.250.140.444.311.8392.7522.41361.50.160.464.892.6023.3152.64061.50.180.484.972.7173.3962.5844管顶填土高度Th(m)斜角()钢筋编号钢筋直径(mm)B(cm)c1(cm)c2(cm)d1或d2(cm)a1(cm)a2(cm)最长(cm)0.5Th20.051879.218.219.971.2210189.017.112.33211.017.112.3101898.818.219.990.8210189.021.912.33211.021.912.31518118.918.219.9110.9210189.027.012.33211.027.012.32018140.118.219.9132.1210189.025.89.83211.025.89.82518162.618.219.9154.6210189.030.39.83211.030.39.83018187.018.219.9179.0210189.035.29.83211.035.29.83518214.018.219.9206.0210189.033.88.23211.033.88.24018244.618.219.9236.6210189.038.98.23211.038.98.2