涵洞计算

中心桩号结构类型斜交角度管涵长度管涵直径左侧偏距左侧管顶左侧路肩K41+033.钢筋砼管涵90.00121左侧集水井桩号偏距标高K41+031.6-6.65206.704K41+031.6-6.25206.704基础底K41+031.6-4.65207.154K41+034.4-6.65206.704K41+034.4-6.25206.704K41+034.4-4.65207.154K41+031.6-6.65207.604井底K41+031.6-4.65207.604K41+034.4-6.65207.604K41+034.4-4.65207.604K41+031.6-6.65211.228井口K41+031.6-4.65211.228K41+034.4-6.65211.228K41+034.4-4.65211.228八字墙桩号偏距标高K41+030.585-6.53206.904K41+030.816-6.13206.904基础底K41+031.67-4.65207.504K41+034.33-4.65207.504K41+035.184-6.13206.904K41+035.415-6.53206.904K41+030.585-6.53207.804铺砌顶K41+031.67-4.65207.804K41+034.33-4.65207.804K41+035.415-6.53207.804K41+030.585-6.53208.104K41+030.977-5.85208.104墙顶K41+031.67-4.65208.904K41+034.33-4.65208.904K41+035.023-5.85208.104K41+035.415-6.53208.104高程高程-4.65208.904211.228 中桩号偏距K41+031.770K41+033.-4.65轴线开挖K41+033.0K41+033.7.35K41+034.230K41+032.07-4.65砼基础顶K41+032.077.35(砂垫层)K41+033.93-4.65K41+033.937.35K41+033.-4.65管节安装K41+033.0K41+033.7.35左侧路基中线管右侧偏距边坡顶高程1.5208.7657.35右侧管顶高程208.544右侧路肩右侧帽石右侧路基高程高程边坡210.724209.7531.75标高207.265207.404207.265207.044207.265207.704207.344207.704207.344207.804207.665207.444右侧集水井桩号偏距标高K41+031.69.35206.344K41+031.68.95206.344基础底K41+031.67.35206.794K41+034.49.35206.344K41+034.48.95206.344K41+034.47.35206.794K41+031.69.35207.244井底K41+031.67.35207.244K41+034.49.35207.244K41+034.47.35207.244K41+031.69.35210.724井口K41+031.67.35210.724K41+034.49.35210.724K41+034.47.35210.724八字墙桩号偏距标高K41+030.4699.43206.544K41+030.79.03206.544基础底K41+031.677.35207.144K41+034.337.35207.144K41+035.39.03206.544K41+035.5319.43206.544K41+030.4699.43207.444铺砌顶K41+031.677.35207.444K41+034.337.35207.444K41+035.5319.43207.444K41+030.4699.43207.744K41+030.8628.75207.744墙顶K41+031.677.35208.544K41+034.337.35208.544K41+035.1388.75207.744K41+035.5319.43207.744