铁路涵洞过渡段计算

注：红色为输入部分；绿色为计算结果
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单侧涵路过渡段计算
序号 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 里程 DK1+697.00 DK1+740.00 DK1+818.00 DK1+903.50 DK1+940.00 DK2+212.20 DK2+368.80 DK2+436.70 DK3+128.40 DK3+331.00 DK3+811.10 DK3+986.60 DK4+108.20 DK4+356.20 DK4+474.90 DK4+606.20 DK4+770.00 DK4+905.60 DK5+130.00 DK5+262.00 DK5+797.30 DK5+830.40 DK6+140.50 DK6+247.10 DK6+286.70 DK6+623.00 DK7+215.00 DK7+382.40 DK7+579.30 路基填高 路基宽度 5.66 7.9 8.32 7.9 8.35 7.9 8.87 7.9 9.28 7.9 7.95 7.9 4.96 7.9 4.28 7.9 2.09 7.9 2.39 7.9 7.44 7.9 4.16 7.9 5.79 7.9 6.45 7.9 6.22 7.9 5.08 7.9 5.01 7.9 5.65 7.9 7.74 7.9 8.65 7.9 8.31 7.9 8.73 7.9 7.6 7.9 8.85 7.9 7.77 7.9 5.35 7.9 2.79 7.9 3.81 7.9 4.38 7.9 计算填高 4.56 7.22 7.25 7.77 8.18 6.85 3.86 3.18 0.99 1.29 6.34 3.06 4.69 5.35 5.12 3.98 3.91 4.55 6.64 7.55 7.21 7.63 6.5 7.75 6.67 4.25 1.69 2.71 3.28 计算宽度 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 涵洞高 涵洞顶计算宽度 渗水土 5.0 6.38 176.00 5.0 9.94 280.46 2.5 15 109.55 2.5 16.04 115.86 3.0 15.86 155.08 5.0 9.2 266.95 2.0 9.22 51.86 3.0 5.86 75.08 1.6 6.72 14.01 1.6 6.12 19.30 3.5 11.18 154.56 3.5 6.38 80.68 2.0 10.88 59.12 5.0 6.2 212.20 2.5 10.74 83.72 5.0 7.54 145.12 2.5 8.32 69.05 5.0 6.4 175.47 2.5 13.78 102.15 3.0 14.6 145.00 3.0 13.92 139.56 1.6 17.56 63.68 5.0 8.5 254.18 3.5 14 183.29 5.0 8.84 260.38 2.5 9 73.18 2.5 7.12 30.88 3.0 6.08 63.10 3.5 5.94 88.67 备注 路肩标高 涵洞中心底标高 边坡坡率 75.97 70.31 1.5 76.44 68.12 1.5 77.3 68.95 1.5 78.21 69.34 1.5 78.36 69.08 1.5 79.45 71.5 1.5 80.08 75.12 1.5 80.35 76.07 1.5 82.35 80.26 1.5 81.34 78.95 1.5 77.86 70.42 1.5 76.36 72.2 1.5 75.38 69.59 1.5 74.63 68.18 1.5 74.28 68.06 1.5 73.08 68 1.5 73.39 68.38 1.5 75.29 69.64 1.5 74.95 67.21 1.5 75.61 66.96 1.5 76.31 68 1.5 76.15 67.42 1.5 74.6 67 1.5 74.06 65.21 1.5 73.87 66.1 1.5 74.51 69.16 1.5 75.29 72.5 1.5 74.87 71.06 1.5 74.38 70 1.5 坡率 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 顶宽 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 高差 0.66 3.32 5.85 6.37 6.28 2.95 2.96 1.28 0.49 0.79 3.94 0.66 3.79 1.45 3.72 0.08 2.51 0.65 5.24 5.65 5.31 7.13 2.60 5.35 2.77 2.85 0.29 0.81 0.88
单侧涵路过渡段计算
序号 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 里程 路基填高 路基宽度 DK21+009.00 4.46 7.9 DK21+211.00 4.3 7.9 DK21+660.00 7.98 7.9 DK21+702.00 4.73 7.9 DK22+230.00 1.83 7.9 DK22+480.00 2.46 7.9 DK23+154.40 5.68 7.9 DK23+697.00 4.52 7.9 DK24+003.00 3.01 7.9 DK24+092.00 3.39 7.9 DK24+580.60 6.43 7.9 DK24+714.13 7.17 7.9 DK24+950.00 6.18 7.9 DK25+033.40 2.78 7.9 DK25+171.80 6.4 7.9 DK25+375.20 7.31 7.9 DK25+605.00 9.77 7.9 DK25+977.90 12.785 7.9 DK26+137.00 4.83 7.9 DK26+340.00 8.76 7.9 DK26+556.30 10.75 7.9 DK26+730.00 12.96 7.9 DK27+163.00 9.7 7.9 DK27+673.40 6.21 7.9 DK27+766.00 10.91 7.9 DK27+921.70 8.79 7.9 DK27+984.00 8.32 7.9 DK29+427.00 4.45 7.9 DK29+528.70 11.05 7.9 DK29+735.80 17.71 7.9 计算填高 3.36 3.2 6.88 3.63 0.73 1.36 4.58 3.42 1.91 2.29 5.33 6.07 5.08 1.68 5.3 6.21 8.67 11.685 3.73 7.66 9.65 11.86 8.6 5.11 9.81 7.69 7.22 3.35 9.95 16.61 计算宽度 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 涵洞高 涵洞顶计算宽度 渗水土 3.5 5.78 91.59 2.0 7.9 46.09 2.0 15.26 78.29 3.5 5.76 99.34 1.6 7.24 9.70 2.1 6.98 22.04 3.0 8.66 97.48 3.5 5.66 93.77 2.5 6.68 36.45 3.0 6.92 50.14 5.0 6.16 211.47 3.0 11.64 121.32 2.5 10.66 83.24 2.5 7.14 30.63 3.0 10.1 109.00 1.6 14.72 54.58 5.0 12.84 333.38 5.0 18.87 443.43 1.6 9.76 38.68 5.0 10.82 296.52 3.0 18.8 178.60 3.0 23.22 213.96 2.0 18.7 93.34 3.5 8.72 129.50 5.0 15.12 374.99 5.0 10.88 297.61 2.0 15.94 81.26 3.0 6.2 77.80 1.6 22.2 78.55 5.0 28.72 623.19 备注 路肩标高 涵洞中心底标高 边坡坡率 67.68 63.22 1.5 67.68 63.38 1.5 71.28 63.3 1.5 71.7 66.97 1.5 76.98 75.15 1.5 78.68 76.22 1.5 78.68 73 1.5 78.68 74.16 1.5 78.68 75.67 1.5 78.26 74.87 1.5 73.37 66.94 1.5 72.04 64.87 1.5 70.18 64 1.5 70.18 67.4 1.5 70.18 63.78 1.5 70.93 63.62 1.5 73.23 63.46 1.5 77.52 64.735 1.5 79.42 74.59 1.5 81.86 73.1 1.5 84.14 73.39 1.5 85.88 72.92 1.5 86.58 76.88 1.5 84.21 78 1.5 84.41 73.5 1.5 85.19 76.4 1.5 85.5 77.18 1.5 86.66 82.21 1.5 85.85 74.8 1.5 84.19 66.48 1.5 坡率 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 顶宽 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 高差 0.96 2.30 5.98 1.23 0.23 0.36 2.68 1.02 0.51 0.39 1.43 4.17 3.68 0.28 3.40 5.71 4.77 7.79 3.23 3.76 7.75 9.96 7.70 2.71 5.91 3.79 6.32 1.45 9.45 12.71
单侧涵路过渡段计算
序号 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 57 58 59 60 61 62 63 64 65 66 67 68 69 70 里程 路基填高 路基宽度 DK7+694.00 5.105 7.9 DK7+856.00 3.49 7.9 DK7+956.00 5.31 7.9 DK8+245.40 3.52 7.9 DK8+923.00 3.32 7.9 DK8+983.00 7.76 7.9 DK9+270.80 7.67 7.9 DK10+556.00 7.93 7.9 DK10+937.00 4.885 7.9 DK11+092.00 3.91 7.9 DK11+430.00 3.99 7.9 DK11+909.80 9.39 7.9 DK12+400.00 8.02 7.9 DK12+600.00 14.11 7.9 DK12+805.00 9.96 7.9 DK13+358.00 15.63 7.9 DK16+671.00 3.4 7.9 DK17+282.00 5.73 7.9 DK17+476.10 2.87 7.9 DK17+624.00 10.69 7.9 DK18+521.00 6.835 7.9 DK18+699.00 7.925 7.9 DK18+907.00 8.065 7.9 DK19+055.00 2.4 7.9 DK19+105.00 3.32 7.9 DK19+907.00 4.16 7.9 DK20+280.00 5.56 7.9 DK20+587.80 5.97 7.9 DK20+667.00 6.17 7.9 DK20+829.80 4.3 7.9 计算填高 4.005 2.39 4.21 2.42 2.22 6.66 6.57 6.83 3.785 2.81 2.89 8.29 6.92 13.01 8.86 14.53 2.3 4.63 1.77 9.59 5.735 6.825 6.965 1.3 2.22 3.06 4.46 4.87 5.07 3.2 计算宽度 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 涵洞高 涵洞顶计算宽度 渗水土 2.5 8.51 70.20 3.0 6.72 53.19 1.6 10.72 41.76 3.0 6.66 54.11 3.0 7.06 48.02 2.0 14.82 76.36 3.0 12.64 129.32 3.5 12.16 164.54 3.5 6.07 102.50 3.5 6.88 71.67 3.0 5.72 68.74 5.0 12.08 319.51 1.6 16.14 59.13 2.0 27.52 131.93 3.0 17.22 165.96 5.0 24.56 547.27 2.5 5.9 46.63 2.5 9.76 77.78 1.6 5.84 26.12 5.0 14.68 366.96 1.6 13.77 51.54 5.0 9.15 266.04 5.0 9.43 271.15 1.6 6.1 19.48 3.0 7.06 48.02 3.5 6.38 80.68 5.0 6.58 170.67 1.6 12.04 45.99 5.0 5.64 201.98 3.5 6.1 85.76 备注 路肩标高 涵洞中心底标高 边坡坡率 74.09 68.985 1.5 73.69 70.2 1.5 73.44 68.13 1.5 72.72 69.2 1.5 67 63.68 1.5 66.28 58.52 1.5 63.37 55.7 1.5 63.14 55.21 1.5 66.95 62.065 1.5 68.7 64.79 1.5 72.57 68.58 1.5 78.33 68.94 1.5 83.91 75.89 1.5 85.91 71.8 1.5 87.41 77.45 1.5 85.33 69.7 1.5 78.6 75.2 1.5 74.94 69.21 1.5 73.77 70.9 1.5 72.89 62.2 1.5 68.59 61.755 1.5 67.78 59.855 1.5 67.78 59.715 1.5 67.78 65.38 1.5 67.82 64.5 1.5 73.17 69.01 1.5 72.02 66.46 1.5 69.87 63.9 1.5 69.31 63.14 1.5 68.17 63.87 1.5 坡率 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 顶宽 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 高差 2.61 0.49 3.71 0.52 0.32 5.76 4.67 4.43 1.39 0.41 0.99 4.39 6.42 12.11 6.96 10.63 0.90 3.23 1.27 5.69 5.24 2.93 3.07 0.80 0.32 0.66 0.56 4.37 1.17 0.80