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毕业设计论文计算说明书CAD图纸平面 高速公路 标段 路线 设计 毕业设计 论文 计算 说明书 CAD 图纸 平面

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温福高速公路M标段路线设计【毕业设计论文计算说明书CAD图纸平面】,毕业设计论文计算说明书CAD图纸平面,高速公路,标段,路线,设计,毕业设计,论文,计算,说明书,CAD,图纸,平面

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路基土石方数量计算表第 1 页 共 3 页桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量 (m3)利 用 方 数 量 及 调 配 (m3)借 方 数 量弃 方 数 量备 注面 积总数量土石(m3)及运距(m3)及运距(m2)本桩利用填 缺挖 余远运利用及纵向调配示意(Km)(Km)挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K0+0003134K0+1001964.6100254931.15 20 50986.2 6015295920 50986.2254931K0+200928.55100144659.55 20 28931.9 60 86795.7 20 28931.9144660K0+3001599.5100126401.15 20 25280.2 60 75840.7 20 25280.2126401K0+4000.922 672.8510080019.85201600460 48011.9 201600433642.4533642.4533642.546377.4K0+5000.484 142.3510070.32014.066042.182014.06407604076070.340689.7K0+6000.587 2136.810053.552010.716032.132010.71113956.25 113956.2553.55113903K0+700212.53 202.4210010655.9520 2131.19 60 6393.57 20 2131.19116959.8116959.810656106304K0+80010010626.620 2125.32 60 6375.96 20 2125.3210121.110121.110121.1505.5K0+900455141002275701.6 20 455140 60 1365421 204551402275702K1+0001056.81002328541.6 20 465708 60 1397125 204657082328542K1+1004372.8100271481.520 54296.3 6016288920 54296.3271482K1+2002232.5100330268.65 20 66053.7 6019816120 66053.7330269K1+3001816.9100202474.65 20 40494.9 6012148520 40494.9202475K1+4001912.8100186487.720 37297.5 6011189320 37297.5186488K1+5004525.9100321936.520 64387.3 6019316220 64387.3321937K1+6004095.7100431080.920 86216.2 6025864920 86216.2431081K1+7004261.9100417877.95 20 83575.6 6025072720 83575.6417878K1+8001763100301244.35 20 60248.9 6018074720 60248.9301244K1+9001397.5100158023.95 20 31604.8 60 94814.4 20 31604.8158024K2+0001876.7 0.024100163705.720 32741.1 60 98223.4 20 32741.11.21.21.2163705K2+1001488.5 0.18710016825720 33651.4 6010095420 33651.410.5510.5510.55168246K2+2001310.6100139952.75 20 27990.6 60 83971.7 20 27990.69.359.359.35139943K2+3001046.5100117854.75 202357160 70712.9 2023571117855K2+4001302.3100117443.420 23488.7 607046620 23488.7117443K2+5001406.2 1103.9100135429.45 20 27085.9 60 81257.7 20 27085.955195.255195.255195.280234.3K2+6005522.3100346429.520 69285.9 6020785820 69285.955195.255195.255195.2291234小 计9041610180832254249661808322425851.1425851.11649552608968876655累 计9041610180832254249661808322425851.1425851.11649552608968876655编制：复核：路基土石方数量计算表第 2 页 共 3 页桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量 (m3)利 用 方 数 量 及 调 配 (m3)借 方 数 量弃 方 数 量备 注面 积总数量土石(m3)及运距(m3)及运距(m2)本桩利用填 缺挖 余远运利用及纵向调配示意(Km)(Km)挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K2+6005522.3K2+7005652.1100558723.620 111745 6033523420111745558724K2+8005279.2100546565.25 20 109313 6032793920109313546565K2+9001421.8100335046.720 67009.3 6020102820 67009.3335047K3+0007433.2100442746.920 88549.4 6026564820 88549.4442747K3+1009337.1100838513.15 20 167703 6050310820167703838513K3+2009074.8100920595.320 184119 6055235720184119920595K3+3006360.7100771777.820 154356 6046306720154356771778K3+4001961.1100416093.920 83218.8 6024965620 83218.8416094K3+5000.27410098071.0520 19614.2 60 58842.6 20 19614.298071.1K3+6007.031695.4100365.22073.0460219.122073.0484769.7584769.75365.284404.6K3+7000.493100376.152075.2360225.692075.2384769.7584769.75376.1584393.6K3+8000.3610042.65208.536025.59208.5342.65K3+9000.904 2259.110063.22012.646037.922012.64112955.15 112955.1563.2112892K4+0000.610075.22015.046045.122015.04112955.15 112955.1575.2112880K4+1001.231699.210091.52018.36054.92018.384961.8584961.8591.584870.4K4+2000.952 4885.9100109.12021.826065.462021.82329255.65 329255.65109.1329147K4+30023.41001217.620 243.52 60730.5620243.52244293.8244293.81217.6243076K4+4000.709423751001205.4520 241.09 60723.2720241.092118736.6 2118736.61205.452117531K4+5001.098 1944.310090.352018.076054.212018.072215953.9 2215953.990.352215864K4+6000.52110080.952016.196048.572016.1997217.397217.380.9597136.4K4+7000.713 1481.610061.72012.346037.022012.3474082.2574082.2561.774020.6K4+800136.58 3076.71006864.520 1372.9 604118.7201372.92279152279156864.5221051K4+9000.769 6644.61006867.320 1373.46 60 4120.38 20 1373.46486062.5486062.56867.3479195K5+00075.2671003801.820 760.36 60 2281.08 20760.36332229.75 332229.753801.8328428K5+1000.983 1577.91003812.520762.5602287.520762.578895.4578895.453812.575083K5+2000.815 1868.110089.92017.986053.942017.98172301.9172301.989.9172212小 计4953348.799067029720099906706857355.7 6857355.725172.468321834928176累 计139949592798992839697527989927283206.8 7283206.819012770930801.4E+07编制：复核：路基土石方数量计算表第 3 页 共 3 页桩 号横 断 面距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量 (m3)利 用 方 数 量 及 调 配 (m3)借 方 数 量弃 方 数 量备 注面 积总数量土石(m3)及运距(m3)及运距(m2)本桩利用填 缺挖 余远运利用及纵向调配示意(Km)(Km)挖方填方%数量%数量%数量%数量%数量%数量总数量土石土石土石土石土石土石12356789101112131415161718192021222324252627282930313233K5+2000.815 1868.1K5+300177.071008894.420 1778.88 60 5336.64 20 1778.8893406.4593406.458894.484512.1K5+40017.499 113.11009728.620 1945.72 60 5837.16 20 1945.725654.955654.955654.954073.65K5+500570.4110029395.4520 5879.09 60 17637.3 20 5879.095654.955654.955654.9523740.5K5+600622.4710059644.0520 11928.8 60 35786.4 20 11928.859644.1K5+700743.42 141.7310068294.3520 13658.9 60 40976.6 20 13658.97086.357086.357086.3561208K5+800737.2610074033.8520 14806.8 60 44420.3 20 14806.87086.357086.357086.3566947.5K5+900245.5210049139.120 9827.82 60 29483.5 20 9827.8249139.1K6+00013.728 1187.610012962.4520 2592.49 60 7777.47 20 2592.4959381.0559381.0512962.546418.6K6+1000.803 4906.4100726.5520 145.31 60435.9320145.31304699.55 304699.55726.55303973K6+2000.25910053.12010.626031.862010.62245318.5245318.553.1245265小 计312871.962574.418772362574.4728288.15 728288.1548119.1680169264753累 计143078312861566858469828615668011494.9 8011494.923824677732491.4E+07编制：复核：直线、曲线及转角表第 1 页 共 1 页交点号交 点 坐 标交点桩号转 角 值曲 线 要 素 值 (m)曲 线 主 点 桩 号直线长度及方向备 注N (X)E (Y)半 径缓和曲缓和曲切 线曲 线外 距 校正值第一缓和曲线第一缓和曲线终曲线中点第二缓和曲线起第二缓和曲线直线段交点间计算方位角线长度线参数长 度长 度起 点点或圆曲线起点点或圆曲线终点终 点长 (m)距(m)123456789101112131415161718192021Bp546907.5525468563.153K0+000583.465 1298.599802535JD1547123.5285 469843.6655K1+298.599160447.7(Z)40003001095.45 715.134 1422.5894 40.654 7.678K0+583.465K0+883.465K1+294.760K1+706.055K2+006.055314.3461 1570.582 642047.3JD2547803.4777 471259.4331K2+861.503261354(Y)2000150547.723 541.103 1065.6576 54.052 16.548K2+320.401K2+470.401K2+853.229K3+236.058K3+386.058580.2884 2016.836 903441.3JD3547783.1277 473276.1668K4+861.792331119.7(Z)2500300866.025 895.445 1748.1345 110.21 42.756K3+966.347K4+266.346K4+840.414K5+414.481K5+714.481539.4443 1434.89 572321.6ep548556.4293474484.849K6+253.925编制：复核：直线、曲线及转角表交点号交 点 坐 标交点桩号转 角 值曲 线 要 素 值 (m)曲 线 主 点 桩 号直线长度及方向备 注N (X)E (Y)半 径缓和曲缓和曲切 线曲 线外 距校正值第一缓和曲线第一缓和曲线终曲线中点第二缓和曲线起第二缓和曲线直线段交点间计算方位角线长度线参数长 度长 度起 点点或圆曲线起点点或圆曲线终点终 点长 (m)距(m)123456789101112131415161718192021编制：复核：纵 坡 、 竖 曲 线 表 205国道莱芜至新泰段高速公路第 1 页 共 1 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）0K0+00077.22622.88209722720379.33783261K0+72097.977317000340.66216743.413256244K0+379.338K1+060.662-1.1256931140662.47513782K1+86085.14447000136.86269481.337956944K1+723.137K1+996.8632.7846697221801545.5017363K4+040145.850218000497.63556936.878921108K3+542.364K4+537.636-2.74461441530813.23060184K5+570103.85768000219.13382893.001227185K5+350.866K5+789.1342.73373134670450.86617115K6+240122.1736编制：复核：路 基 设 计 表 晋焦高速公路焦作段 第 1 页 共 12 页桩 号平 曲 线纵 坡 及竖 曲 线地 面高 程()设 计高 程()填 挖 高 度()路 基 宽 度 ()以 下 各 点 与 设 计 高 程 之 高 差 ()边 沟坡口、坡脚至中桩 距离() 备 注左 侧中分带右 侧左 侧右 侧左 侧右 侧左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度()底宽()沟深()坡度()底宽()沟深()左右K0+000121.6077.2344.370.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4346.0846.08 +020119.4077.8041.600.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +040117.2078.3838.820.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +060115.0078.9636.040.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +080112.8079.5333.270.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +100110.6080.1130.490.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4339.3239.61 +120108.4080.6827.720.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +140106.2081.2624.940.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +160104.0081.8422.160.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +180101.8082.4119.390.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +20099.6082.9916.610.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4332.2031.88 +22097.4083.5713.830.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +24095.2084.1411.060.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +26093.0084.728.280.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +28090.8085.305.500.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +30088.6085.872.730.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4328.9728.97 +32084.4686.451.990.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +34080.3287.036.710.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +36076.1887.6011.420.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +38072.0488.1816.140.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +40067.9088.7420.840.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4328.8728.87 +42071.1689.2818.120.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +44074.4289.8015.380.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +46077.6890.2912.610.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +48080.9490.769.820.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +50084.2091.217.010.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4323.5023.50 +52083.4691.638.170.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43路 基 设 计 表 晋焦高速公路焦作段 第 2 页 共 12 页桩 号平 曲 线纵 坡 及竖 曲 线地 面高 程()设 计高 程()填 挖 高 度()路 基 宽 度 ()以 下 各 点 与 设 计 高 程 之 高 差 ()边 沟坡口、坡脚至中桩 距离() 备 注左 侧中分带右 侧左 侧右 侧左 侧右 侧左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度()底宽()沟深()坡度()底宽()沟深()左右K0+54082.7292.039.310.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +56081.9892.4110.430.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +58081.2492.7611.520.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +60080.5093.0912.590.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4391.5591.55 +62080.3093.3913.090.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +64080.1093.6713.570.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +66079.9093.9314.030.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +68079.7094.1714.470.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.43 +70079.5094.3814.880.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.35-0.41-0.4334.7534.75 +72086.4294.568.140.753.0017.253.0017.253.000.75-0.43-0.41-0.35-0.30-0.35-0.37 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()边 沟坡口、坡脚至中桩 距离() 备 注左 侧中分带右 侧左 侧右 侧左 侧右 侧左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度()底宽()沟深()坡度()底宽()沟深()左右K4+86099.80123.3423.540.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +88097.00122.8025.800.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +90094.20122.2528.050.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.5927.78286.80 +92095.30121.7026.400.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +94096.40121.1524.750.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +96097.50120.6023.100.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +98098.60120.0521.450.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59K5+00099.70119.5019.800.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.5936.8631.50 +02096.34118.9522.610.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +04092.98118.4025.420.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 +06089.62117.8628.240.753.0017.253.0017.253.000.75-0.63-0.61-0.520.520.610.59 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