拱桥悬链线计算表

1、拱 圈 坐 标 计 算 表拱脚1/4L拱顶1/4L拱脚012345678910111211109876543210净跨径L0501/2计算跨径L/225.405失跨比R 1/5计算失高f10.155净失高f0=L0*R10.000设计拱轴系数m2.240拱圈厚度D1.200拱顶预拱度f=L/6000.085Kk=ln(m+(m2-1)0.5)1.446横坐标X1.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.00012.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022

2、.00023.00024.00025.000=X/(L/2)0.0390.0790.1180.1570.1970.2360.2760.3150.3540.3940.4330.4720.5120.5510.5900.6300.6690.7090.7480.7870.8270.8660.9050.9450.984未设预拱度拱轴纵坐标y=f/(m-1)*(ch(k*)-1)0.0130.0530.1200.2130.3340.4820.6580.8631.0981.3621.6571.9852.3452.7393.1693.6354.1404.6855.2715.9016.5777.3008.074

3、8.9009.782拱轴线上任意点水平倾角=argtg(2fKshK/L/(m-1)0.0270.0530.0800.1070.1340.1610.1880.2160.2440.2730.3020.3310.3610.3910.4210.4520.4830.5140.5460.5780.6100.6420.6740.7070.738未设预拱度拱腹纵坐标y1=y+D/2/cos0.6130.6540.7220.8160.9391.0901.2691.4781.7161.9852.2862.6192.9863.3883.8264.3024.8175.3745.9736.6177.3098.0498

4、.8429.68910.593座标平移（以拱脚为原点）X=-(X-L0/2)24.00023.00022.00021.00020.00019.00018.00017.00016.00015.00014.00013.00012.00011.00010.0009.0008.0007.0006.0005.0004.0003.0002.0001.0000.000未设预拱度拱轴Y=-(Y-(D/2+f0)10.58710.54710.48010.38710.26610.1189.9429.7379.5029.2388.9438.6158.2557.8617.4316.9656.4605.9155.329

5、4.6994.0233.3002.5261.7000.818未设预拱度拱腹Y=-(Y-(D/2+f0)9.9879.9469.8789.7849.6619.5109.3319.1228.8848.6158.3147.9817.6147.2126.7746.2985.7835.2264.6273.9833.2912.5511.7580.9110.007座标旋转（以拱脚为原点）X=X1*cos-Y1*sin23.58122.58421.58720.59219.59818.60417.61216.62115.63214.64313.65612.67011.68610.7039.7218.7417.7

6、626.7855.8104.8373.8652.8961.9280.9630.000未设预拱度拱腹Y=-(Y-(D/2+f0)10.93910.85810.75110.61610.45310.26310.0439.7959.5179.2088.8688.4958.0887.6467.1686.6536.0985.5024.8634.1793.4492.6681.8370.9500.007预拱度F=f*(1-4*X22/L02)0.0850.0840.0830.0830.0810.0800.0780.0760.0740.0710.0680.0650.0620.0580.0540.0500.046

7、0.0410.0360.0300.0250.0190.0130.0070.000设预拱度拱顶纵坐标Yd=Yf+D/cos12.22412.14412.03811.90511.74511.55811.34311.10010.82710.52510.1939.8299.4329.0028.5378.0377.4986.9216.3035.6434.9384.1863.3862.5351.630设预拱度拱轴纵坐标Yz=Yf+(D/2)/cos11.62311.54311.43611.30211.14010.95010.73210.48510.2099.9029.5649.1948.7918.3537

8、.8807.3706.8216.2325.6014.9264.2063.4372.6181.7460.818设预拱度拱腹纵坐标Yf=Y1+F11.02310.94210.83410.69810.53410.34210.1219.8719.5919.2798.9368.5608.1507.7047.2236.7036.1435.5434.8994.2103.4732.6881.8500.9570.007设预拱度设计拱腹高程H2145.073144.992144.884144.748144.584144.392144.171143.921143.641143.329142.986142.61014

9、2.200141.754141.273140.753140.193139.593138.949138.260137.523136.738135.900135.007134.057施工单位拱腹高程计算值H2135.370136.360137.224137.981138.593139.119139.544139.866140.107140.258140.331140.321140.321140.321140.296140.064139.812139.469139.039138.504137.873137.121136.129135.215134.050设计-施工9.7038.6327.6606.7

10、675.9915.2734.6274.0553.5343.0712.6552.2891.8791.4330.9770.6890.3810.124-0.090-0.244-0.350-0.383-0.229-0.2080.007不设预拱度 设计拱腹高程H1144.989144.908144.801144.666144.503144.313144.093143.845143.567143.258142.918142.545142.138141.696141.218140.703140.148139.552138.913138.229137.499136.718135.887135.000134.0

11、57施工单位计算值拱腹高程H1135.370136.350137.205137.955138.560139.080139.500139.817140.055140.024140.275140.265140.265140.265140.240140.010139.760139.420138.995138.465137.840137.095136.110135.205134.050设计-施工9.6198.5587.5966.7115.9435.2334.5934.0283.5123.2342.6432.2801.8731.4310.9780.6930.3880.132-0.082-0.236-0.

12、341-0.377-0.223-0.2050.007拱 圈 坐 标 表截面编号01234567891011109876543210未设预拱度拱腹坐标X-0.018-1.518-3.022-4.528-6.038-7.552-9.069-10.590-12.116-13.646-15.182-16.7251.4792.9734.4645.9527.4368.91710.39311.86513.33214.79316.249Y0.4500.4280.4840.6180.8361.1411.5392.0402.6523.3874.2585.2830.5480.7240.9781.3161.7412.

13、2592.8803.6124.4675.4596.603设预拱度拱腹坐标(预拱度0.056m）X-16.725-15.589-14.154-12.724-11.298-9.877-8.458-7.044-5.632-4.224-2.818-1.4162.7764.1675.5566.9418.3239.70211.07712.44813.81515.17716.249Y5.2824.5223.6732.9402.3151.7881.3531.0030.7340.5410.4210.3720.6450.8771.1821.5632.0252.5723.2113.9484.7925.7536.60

14、2拱 圈 坐 标 表截面编号拱脚拱顶拱脚01234567891011109876543210未设预拱度拱腹坐标X32.97431.43129.89528.36526.83925.31823.80122.28720.77719.27117.76716.26714.77013.27511.78410.2978.8137.3325.8564.3842.9171.4550.000Y1.3202.3453.2163.9514.5635.0645.4625.7675.9856.1206.1756.1536.0555.8805.6255.2874.8624.3443.7232.9912.1361.1450.

15、000设预拱度拱腹坐标(预拱度0.056m）X32.97431.83830.40328.97327.54726.12524.70723.29321.88120.47319.06717.66513.47312.08210.6939.3087.9266.5475.1723.8012.4341.0720.000Y1.3202.0802.9293.6614.2874.8145.2495.5995.8686.0616.1816.2295.9575.7255.4205.0394.5774.0303.3912.6541.8090.8480.000拱 圈 坐 标 表截面编号拱脚拱顶01234567891011

16、1211109-16.725-15.588-14.154-12.724-11.298-9.877-8.459-7.045-5.634-4.226-2.820-1.418-0.0181.3792.7744.1655.2834.5133.6592.9282.3101.7921.3681.0290.7690.5850.4720.4270.4500.5390.6950.921-16.725-15.588-14.153-12.723-11.297-9.875-8.457-7.043-5.632-4.223-2.818-1.416-0.0161.3812.7764.1675.2814.5033.6402.

17、9022.2761.7531.3240.9810.7190.5320.4170.3710.3940.4830.6410.868未设预拱度拱腹坐标X32.97431.83730.40228.97227.54726.12624.70823.29421.88220.47419.06917.66716.26714.87013.47512.084Y1.3202.0902.9443.6754.2944.8115.2365.5745.8346.0186.1326.1766.1536.0645.9085.682设预拱度拱腹坐标(预拱度0.056m）X32.97431.83730.40228.97127.546

18、26.12424.70623.29221.88120.47219.06717.66516.26514.86813.47312.082Y1.3202.0982.9613.6994.3254.8485.2775.6205.8826.0696.1846.2296.2076.1175.9605.7330.0000.0080.0170.0240.0310.0370.0410.0450.0480.0510.0520.0530.0540.0530.0520.051拱脚8765432105.5546.9408.3239.70211.07712.44913.81615.17816.2491.2171.5882.

19、0392.5763.2053.9364.7795.7456.6035.5566.9428.3249.70311.07912.45013.81615.17816.2491.1671.5411.9962.5373.1723.9094.7605.7346.60110.6959.3097.9266.5475.1723.8002.4331.0710.0005.3865.0154.5644.0273.3982.6671.8240.8580.00010.6939.3077.9256.5465.1703.7992.4321.0710.0005.4345.0604.6054.0643.4292.6911.841

20、0.8660.0000.0480.0450.0410.0370.0310.0240.0170.0080.000拱 圈 坐 标 表拱 圈 坐 标 计 算 表拱脚1/4L拱顶1/4L拱脚012345678910111211109876543210净跨径L0551/2计算跨径L/227.920失跨比R 1/6计算失高f9.307净失高f0=L0*R9.167设计拱轴系数m2.240拱圈厚度D1.400拱顶预拱度f=L/6000.093Kk=ln(m+(m2-1)0.5)1.446横坐标X1.0002.0003.0004.0005.0006.0007.0008.0009.00010.00011.000

21、12.00013.00014.00015.00016.00017.00018.00019.00020.00021.00022.00023.00024.00025.000=X/(L/2)0.0360.0720.1070.1430.1790.2150.2510.2870.3220.3580.3940.4300.4660.5010.5370.5730.6090.6450.6810.7160.7520.7880.8240.8600.895未设预拱度拱轴纵坐标y=f/(m-1)*(ch(k*)-1)0.0100.0400.0910.1620.2530.3650.4980.6530.8301.0291.2

22、511.4961.7652.0602.3802.7263.1003.5023.9344.3974.8915.4195.9816.5807.216拱轴线上任意点水平倾角=argtg(2fKshK/L/(m-1)0.0200.0400.0610.0810.1010.1220.1430.1640.1860.2070.2290.2520.2750.2980.3220.3460.3700.3950.4200.4460.4720.4990.5260.5530.580未设预拱度拱腹纵坐标y1=y+D/2/cos0.7100.7410.7920.8640.9571.0701.2061.3631.5421.74

23、41.9692.2192.4932.7923.1173.4703.8514.2614.7015.1735.6776.2166.7917.4028.053座标平移（以拱脚为原点）X=-(X-L0/2)26.50025.50024.50023.50022.50021.50020.50019.50018.50017.50016.50015.50014.50013.50012.50011.50010.5009.5008.5007.5006.5005.5004.5003.5002.500未设预拱度拱轴Y=-(Y-(D/2+f0)9.8579.8269.7769.7059.6149.5029.3689.2

24、149.0378.8388.6168.3718.1017.8077.4877.1416.7676.3645.9325.4704.9754.4483.8853.2872.651未设预拱度拱腹Y=-(Y-(D/2+f0)9.1569.1269.0759.0038.9108.7968.6618.5048.3258.1237.8977.6487.3747.0756.7496.3976.0165.6065.1664.6944.1893.6513.0762.4641.814座标旋转（以拱脚为原点）X=X1*cos-Y1*sin26.11325.11524.11723.12122.12621.13120.1

25、3719.14418.15217.16116.17115.18214.19313.20612.22011.23510.2519.2688.2877.3066.3275.3504.3733.3992.425未设预拱度拱腹Y=-(Y-(D/2+f0)10.20910.13910.0479.9369.8039.6499.4749.2779.0588.8168.5518.2627.9487.6097.2446.8516.4315.9815.5024.9904.4463.8683.2542.6021.912预拱度F=f*(1-4*X22/L02)0.0930.0930.0920.0910.0900.08

26、90.0870.0850.0830.0810.0780.0750.0720.0690.0650.0620.0580.0530.0490.0440.0390.0340.0280.0220.016设预拱度拱顶纵坐标Yd=Yf+D/cos11.70211.63211.54211.43111.30011.14810.97610.78110.56610.32810.0679.7839.4759.1438.7858.4017.9907.5517.0846.5866.0575.4954.9004.2703.602设预拱度拱轴纵坐标Yz=Yf+(D/2)/cos11.00210.93210.84110.729

27、10.59710.44310.26810.0729.8539.6129.3489.0608.7488.4108.0477.6577.2396.7936.3175.8105.2714.6984.0913.4472.765设预拱度拱腹纵坐标Yf=Y1+F10.30210.23110.13910.0279.8939.7389.5619.3629.1418.8978.6298.3378.0207.6787.3096.9136.4896.0355.5505.0344.4853.9013.2822.6251.928设预拱度设计拱腹高程H2144.352144.281144.189144.077143.943143.788143.611143.412143.191142.947142.679142.387142.070141