纵坡表

C2-Hale Waihona Puke Baidu 第 1 页 备 桩 号 共 2 页 注
纵 坡 、竖 曲 线 表
绥满高速兴源至牡丹江段F方案辅道工程 变坡点 编 号 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 变坡点 变坡点高程(m) 桩 号 K10+411.000 K10+783.000 K11+300.000 K11+620.000 K11+800.000 K11+950.000 K12+217.000 K12+400.000 K12+801.000 K13+076.000 K13+260.000 K13+544.000 K13+695.000 K14+000.000 K14+165.000 K14+441.000 K15+050.000 K15+716.000 K17+061.000 K17+550.000 K17+800.000 K18+450.000 K18+600.000 K19+079.000 296.533 372.000 300.746 290.395 288.240 180.000 283.047 282.196 282.712 285.412 277.697 278.810 276.903 278.188 270.701 270.498 272.626 271.633 289.224 266.472 260.096 256.510 257.948 255.721 256.785 255.733 184.000 284.000 151.000 305.000 165.000 276.000 609.000 666.000 1345.000 489.000 250.000 650.000 150.000 479.000 -1.0364 0.4525 -4.9583 -0.0666 1.2897 -0.3598 2.8885 -3.4162 -0.4741 -0.7333 0.5752 -0.3426 0.7093 -0.2196 58.640 154.088 49.273 203.165 87.198 212.900 425.396 405.406 1164.239 368.688 115.692 526.660 85.928 446.486 183.000 401.000 275.000 1.4754 -1.9239 0.4047 120.352 294.724 163.290 -3.3993 2.3287 -1.4411 1.4889 -5.4107 4.8917 1.3563 -1.6495 3.2483 -6.3047 2.9422 -0.2593 1.3085 -0.9178 1.0520 -0.9290 6000.000 7000.000 6500.000 20000.000 7000.000 60000.000 1600.000 5000.000 2500.000 6000.000 4500.000 12000.000 1500.000 6500.000 5000.000 1800.000 30.594 75.682 36.028 89.332 40.580 61.146 40.688 37.114 25.986 157.618 102.976 77.785 42.527 91.781 31.559 32.514 0.260 0.441 0.130 0.333 0.549 0.748 0.138 0.153 0.211 2.484 0.757 0.050 0.139 0.211 0.083 0.076 K12+369.406 K12+725.318 K13+039.972 K13+170.668 K13+503.420 K13+633.854 K13+959.312 K14+127.886 K14+415.014 K14+892.382 K15+613.024 K16+983.215 K17+507.473 K17+708.219 K18+418.441 K18+567.486 K12+430.594 K12+876.682 K13+112.028 K13+349.332 K13+584.580 K13+756.146 K14+040.688 K14+202.114 K14+466.986 K15+207.618 K15+818.976 K17+138.785 K17+592.527 K17+891.781 K18+481.559 K18+632.514 150.000 267.000 -0.5673 0.1933 84.812 204.523 1.2821 5000.000 32.054 0.103 K12+184.946 K12+249.054 -2.8850 106.533 2.3177 0.7606 3000.000 8000.000 34.765 30.423 0.201 0.058 K11+765.235 K11+919.577 K11+834.765 K11+980.423 517.000 320.000 -2.0021 -0.6734 421.089 248.080 -2.2116 3500.000 38.702 0.214 K11+581.298 K11+658.702 1.1325 256.166 -3.1347 1.3287 5000.000 4000.000 62.693 33.217 0.491 0.110 K10+720.307 K11+266.783 K10+845.693 K11+333.217 坡长 (m) 坡度(%) 直坡长 (m) 坡 差 (%) 6.2519 竖曲线半径R(m) 凹 1700.000 凸 切线长T (m) 53.141 外 距E (m) 0.831 竖曲线起点 桩 号 竖曲线终点
纵 坡 、竖 曲 线 表
绥满高速兴源至牡丹江段F方案辅道工程 变坡点 编 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 30 31 变坡点 变坡点高程(m) 桩 号 K0+000.000 K0+750.000 K1+000.000 K1+250.000 K1+550.000 K1+750.000 K2+200.000 K2+536.000 K2+950.000 K3+199.000 K3+481.000 K3+815.000 K4+380.000 K4+700.000 K5+411.000 K5+840.000 K6+162.000 K6+463.000 K6+777.000 K6+950.000 K7+150.000 K7+696.000 K7+850.000 K8+050.000 K8+315.000 K8+940.000 K9+371.000 K9+529.000 K9+749.000 K10+173.000 K10+411.000 400 750.000 384.953 250.000 388.492 250.000 388.594 300.000 382.031 200.000 376.835 450.000 364.551 336.000 349.835 414.000 351.276 249.000 346.216 282.000 344.853 334.000 340.857 565.000 337.091 320.000 326.902 711.000 321.171 429.000 323.189 322.000 317.220 301.000 314.230 314.000 312.325 173.000 311.959 200.000 308.042 546.000 305.929 154.000 304.615 200.000 301.264 265.000 303.140 625.000 317.177 431.000 304.604 158.000 304.128 220.000 310.697 424.000 308.717 296.533 编制： 238.000 -5.1193 147.640 复核： -0.4670 309.089 -4.6524 6.2519 1700.000 1600.000 37.219 53.141 审核： 0.433 0.831 K10+135.781 K10+357.859 K10+210.219 K10+464.141 审定： 2.9860 109.434 -3.4530 4500.000 77.692 0.671 K9+671.308 K9+826.692 -0.3014 92.429 3.2874 2000.000 32.874 0.270 K9+496.126 K9+561.874 -2.9172 367.324 2.6158 2500.000 32.697 0.214 K9+338.303 K9+403.697 2.2459 570.952 -5.1631 1200.000 30.979 0.400 K8+909.021 K8+970.979 0.7079 182.345 1.5380 3000.000 23.070 0.089 K8+291.930 K8+338.070 -1.6755 99.302 2.3834 5000.000 59.585 0.355 K7+990.415 K8+109.585 -0.8532 77.919 -0.8222 10000.000 41.112 0.085 K7+808.888 K7+891.112 -0.3870 463.886 -0.4662 15000.000 34.968 0.041 K7+661.032 K7+730.968 -1.9585 121.409 1.5715 6000.000 47.145 0.185 K7+102.855 K7+197.145 -0.2116 102.042 -1.7470 3600.000 31.445 0.137 K6+918.555 K6+981.445 -0.6067 235.821 0.3951 20000.000 39.513 0.039 K6+737.487 K6+816.513 -0.9934 210.711 0.3867 20000.000 38.666 0.037 K6+424.334 K6+501.666 -1.8537 235.516 0.8604 12000.000 51.622 0.111 K6+110.378 K6+213.622 0.4704 355.845 -2.3241 3000.000 34.862 0.203 K5+805.138 K5+874.862 -0.8061 613.256 1.2764 6000.000 38.293 0.122 K5+372.707 K5+449.293 -3.1841 122.086 2.3780 5000.000 59.450 0.353 K4+640.550 K4+759.450 -0.6665 397.394 -2.5175 11000.000 138.463 0.871 K4+241.537 K4+518.463 -1.1964 197.897 0.5299 11000.000 29.142 0.039 K3+785.858 K3+844.142 -0.4833 128.577 -0.7131 30000.000 106.961 0.191 K3+374.039 K3+587.961 -2.0321 148.983 1.5488 6000.000 46.463 0.180 K3+152.537 K3+245.463 0.3481 301.344 -2.3802 4500.000 53.555 0.319 K2+896.445 K3+003.555 -4.3799 235.644 4.7281 2500.000 59.101 0.699 K2+476.899 K2+595.101 -2.7297 369.208 -1.6502 5000.000 41.255 0.170 K2+158.745 K2+241.255 -2.5979 119.421 -0.1318 60000.000 39.537 0.013 K1+710.463 K1+789.537 -2.1875 203.253 -0.4104 20000.000 41.042 0.042 K1+508.958 K1+591.042 0.0407 139.307 -2.2282 5000.000 55.705 0.310 K1+194.295 K1+305.705 1.4154 75.257 -1.3747 8000.000 54.988 0.189 K0+945.012 K1+054.988 -2.0062 630.245 3.4216 7000.000 119.755 1.024 K0+630.245 K0+869.755 坡长 (m) 坡度(%) 直坡长 (m) 坡 差 (%) 竖曲线半径R(m) 凹 凸 切线长T (m) 外 距E (m) 竖曲线起点 桩 号 竖曲线终点