竖曲线要素

纵坡及竖曲线表

新建蒙西至华中铁路煤运通道工程　　　MHTJ-18标段

桩号

高程

凹凸

半径

T1

T2

外距

第 1 页 共 1 页变坡点间

直坡段长

距26001400.[***********][***********][***********][**************].[***********][***********][***********][***********]0

25621328.[1**********]0.[***********][**************].0773195.5771436.[**************]9.505391.331579.995847.5772.5519.2969.2532.5457574.51035441.251592.51336.25577.5985652.5535866.5966.5507.5907.51180

坡度%

DK882+950.000280.974 DK885+550.000295.274 DK888+000.000292.333 DK888+600.000286.993 DK891+250.000253.868 DK891+800.000251.393 DK893+450.000247.268 DK895+100.000233.243 DK896+150.000226.943 DK897+250.000219.243 DK898+000.000217.743 DK900+100.000224.883 DK900+950.000220.633 DK902+250.000213.113 DK905+500.000213.113 DK907+000.000220.763 DK908+000.000218.263 DK909+100.000224.313 DK911+450.000235.828 DK914+750.000252.658 DK915+226.830251.228 DK917+650.000231.428 DK918+550.000225.128 DK919+400.000214.503 DK920+000.000213.003 DK921+000.000204.343 DK921+550.000198.018 DK922+050.000194.018 DK922+650.000192.278 DK923+700.000187.028 DK924+200.000183.028 DK925+880.000184.288 DK927+300.000172.928 DK927+950.000172.928 DK929+000.000166.103 DK929+700.000166.103 DK930+300.000167.903 DK931+250.000161.253 DK932+250.000160.953 DK932+800.000159.303 DK933+750.000164.528 DK934+930.000167.813

凸凸凸凹凹凸凹凸凹凹凸凸凹凹凸凹凸凹凸凸凹凸凹凸凸凹凹凸凸凹凸凹凸凹凹凸凹凸凹凸

[***********][***********][***********][***********][***********][***********][***********][***********][**************]0

[***********]2028.92325.538400040.49545.0052527.55030.8017.525.501543.7543.754032.532.5155033.5042.50

[***********]2028.92325.538400040.49545.0052527.55030.8017.525.501543.7543.754032.532.5155033.5042.50

0.0720.0580.0160.0800.045000.0310.0360.08800.0420.0330.0720.08000.0820.1010.0310.0380.1250.04700.0150.03300.0110.0960.0960.080.0530.0530.0110.1250.05600.090

0.55-0.21-8.9-1.25-0.45-0.25-0.85-0.6-0.7-0.20.34-0.5-0.57800.51-0.250.550.490.51-0.3-1.2-0.7-1.25-0.25-0.866-1.15-0.8-0.29-0.5-0.80.075-0.80-0.6500.3-0.7-0.03-0.30.550.278