纵断面设计计算书.doc

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1、精品文档，仅供学习与交流，如有侵权请联系网站删除竖曲线计算书1 变坡点桩号为：K19+080，变坡点标高为374.1m，两相邻路段的纵坡为i1=-1.6143333%, i2=-1.1111111% ,R=25000m。 1.1 计算竖曲线的基本要素: = i2-i1=-1.1111111%-（-1.6143333%）=0.5032222%,为凹形。 竖曲线长度: L=R=250000.5032222 %=12580.555m 切线长度: T=L/2=6290.28m 外距: E=T2/2R=791.35m1.2 求竖曲线的起点和终点桩号:竖曲线起点桩号: K739+000-T=K739+00

2、0-59.01=K738+940.99竖曲线终点桩号: K739+000+T=K739+000+59.01=K739+059.01 竖曲线起点高程：399-59.01（-1.867%）=400.102m 竖曲线终点高程：399+59.012.067%=400.220m1.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正y=x/2R(m)竖曲线高程（m）备注K738+940.99400.102 0.000400.102竖曲线起点+960399.7470.060399.807+980399.3730.254399.627K739+000399.0000.580398.5

3、80竖曲线中点+020399.4130.254399.670+040399.8270.060399.890K739+059.01400.2200.000400.220竖曲线终点2 变坡点桩号为：K739+300，变坡点标高为405.2m，两相邻路段的纵坡为i1=2.067%,i2=-2.783% ,R=4000m 2.1 计算竖曲线的基本要素: = i2-i1=-2.783%-2.067%=-4.851%为凸形。 竖曲线长度: L=R=4000-4.851%=194.028m 切线长度: T=L/2=97.014m 外距: E=T2/2R=1.176m2.2 求竖曲线的起点和终点桩号:竖曲线起

4、点桩号: K739+300-T=K739+300-97.014=K739+202.986竖曲线终点桩号: K739+300+T=K739+300+97.014=K739+397.014竖曲线起点高程：405.2-97.0122.067%=403.195m 竖曲线终点高程：405.2+97.012-2.783%=402.500m2.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正y=x/2R(m)竖曲线高程(m)备注K739+202.986403.1950.000403.195竖曲线起点+220403.5460.036403.510+240403.9600.17140

5、3.789+260404.3700.406403.964+280404.7870.741404.046K739+300405.2001.176404.024竖曲线中点+320404.6430.741403.902+340404.0870.406403.681+360403.5300.171403.359+380402.9730.036402.937K739+397.014402.5000.000402.500竖曲线终点3 变坡点桩号为：K739+900，变坡点标高为388.5m，两相邻路段的纵坡为i1=-2.783%,i2=-1.605% ,R=15000m。 3.1 计算竖曲线的基本要素:

6、= i2-i1=-1.605%-(-2.783%)=1.178%,为凹形。 竖曲线长度: L=R=150001.178%=176.7m 切线长度: T=L/2=88.35m 外距: E=T2/2R=0.260m 3.2 求竖曲线的起点和终点桩号: 竖曲线起点桩号: K739+900-T=K739+900-88.35=K739+811.65 竖曲线终点桩号: K739+900+T=K739+900+88.35=K739+988.35竖曲线起点高程：388.5-88.35(-2.783%）=390.958m 竖曲线终点高程：388.5+88.35(-1.605%)=387.082m3.3 求各桩号

7、标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正y=x/2R(m)竖曲线高程（m）备注K739+811.65390.9580.000390.958竖曲线起点+820390.7260.003390.729+840390.1700.027390.210+860389.6130.039389.691+880389.0570.156389.213K739+900388.5000.260388.760竖曲线中点+920388.1780.156388.334+940387.8590.078387.935+960387.5370.027387.564+980387.2160.002387.2

8、19K739+988.35387.0820.000387.082竖曲线终点4 变坡点桩号为：K740+280，变坡点标高为382.4m，两相邻路段的纵坡为i1=-1.605%,i2=0.929% ,R=10000m。 4.1 计算竖曲线的基本要素: = i2-i1=0929%-（-1.605%）=2.534%为凹形。 竖曲线长度: L=R=100002.534%=253.4m 切线长度: T=L/2=126.7m 外距: E=T2/2R=0.803m 4.2 求竖曲线的起点和终点桩号:竖曲线起点桩号: K740+280-T=K740+280-126.7=K740+153.3 竖曲线终点桩号:

9、K740+280+T=K740+280-126.77=K740+406.7竖曲线起点高程：382.4-126.7（-1.605%）=384.434m 竖曲线终点高程： 382.4+126.70929%=383.577m4.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正 y=x/2R(m)竖曲线高程（m）备注K740+153.3384.4340.000384.434竖曲线起点+160384.3260.002384.331+180384.0050.036384.043+200383.6840.109383.791+220383.3630.222383.590+2403

10、83.0420.376383.420+260382.7210.569383.290K740+280382.4000.803383.204竖曲线中点+300382.5860.569383.153+320382.7720.376383.154+340382.9570.222383.182+360383.1430.109383.253+380383.3290.036383.363+400383.5150.002383.521K740+406.7383.5770.000383.557竖曲线终点5 变坡点桩号为：k740+840，变坡点标高为387.6m，两相邻路段的纵坡为i1=0.929%, i2=-

11、0.852% ,R=15000m。 5.1 计算竖曲线的基本要素: = i2-i1=-0.852%-0.929%=-1.781%为凸形。 竖曲线长度: L=R=15000(-1.781%)=267m 切线长度: T=L/2=133.5m 外距: E=T2/2R=0.594m5.2 求竖曲线的起点和终点桩号:竖曲线起点桩号: K740+840-T=K740+840-133.5=K740+706.5 竖曲线终点桩号: K740+840+T= K740+840+133.5=K740+973.5竖曲线起点高程：387.6+ 133.50.929%=386.360m竖曲线终点高程：387.6+ 133.

12、5（-0.852%）=386.463m5.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正 y=x/2R(m)竖曲线高程（m）备注K740+706.5386.3600.000386.360竖曲线起点+720386.4850.006386.479+740386.6710.037386.634+760386.8570.0954386.762+780387.0430.180386.861+800387.2280.291386.942+820387.4140.429386.982K740+840387.6000.594386.071竖曲线中点+860387.430.4293

13、87.000+880387.2590.291386.971+900387.0890.180386.912+920387.9180.095386.823+940386.7480.037386.711+960386.5780.006386.571K740+973.5386.4630.000386.463竖曲线终点6 变坡点桩号为：K741+380，变坡点标高为383m，两相邻路段的纵坡为i1=-0.852%, i2=1.375% ,R=10000m。 5.1 计算竖曲线的基本要素: = i2-i1=1.375%-(-0.852%)=2.227%为凹形。 竖曲线长度: L=R=100002.227%

14、=222.7m 切线长度: T=L/2=111.35m 外距: E=T2/2R=0.620m5.2 求竖曲线的起点和终点桩号:竖曲线起点桩号: K741+380-T=K741+380-111.35=K741+268.65 竖曲线终点桩号: K741+380+T=K741+380+111.35=K741+491.35竖曲线起点高程：383-111.35（-0.852%）=383.949m 竖曲线终点高程：383+111.351.375%=384.531m5.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正 y=x/2R(m)竖曲线高程（m）备注K741+268.653

15、83.9490.000383.949竖曲线起点+280383.8520.006383.861+300383.6820.049383.732+320383.5110.132383.689+340383.3410.255383.599+360383.1700.417383.592K741+380383.0000.620383.620竖曲线中点+400383.2750.417383.690+420383.5500.255383.799+440383.8250.132383.957+460384.1000.049384.147+480384.3750.006384.376741+491.35384.5

16、310.000384.531竖曲线终点7 变坡点桩号为：K741+700，变坡点标高为387.4m，两相邻路段的纵坡为i1=1.375%, i2=2.7% ,R=10000m。 5.1 计算竖曲线的基本要素: = i2-i1=2.7%-1.375%=1.325%为凹形。 竖曲线长度: L=R=100001.325%=132.5m 切线长度: T=L/2=66.25m 外距: E=T2/2R=0.219m5.2 求竖曲线的起点和终点桩号:竖曲线起点桩号: K741+700-T=K741+700-66.25=K741+633.75 竖曲线终点桩号: K741+700+T= K741+700+66.

17、25=K741+766.25竖曲线起点高程：387.4-66.251.375%=386.489m 竖曲线终点高程：387.4-66.252.7%=389.192m5.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正 y=x/2R(m)竖曲线高程（m）备注K741+633.75386.4890.000386.489竖曲线起点+640386.5750.002386.577+660386.8500.034386.884+680387.1250.107387.232K741+700387.4000.219387.621竖曲线中点+720387.9430.107388.050

18、+740388.4800.034388.514+760389.0200.002389.022K741+766.25389.1920.000389.192竖曲线终点8 变坡点桩号为：K742+000，变坡点标高为395.5m，两相邻路段的纵坡为i1=2.7%, i2=0.75% ,R=10000m。 5.1 计算竖曲线的基本要素: = i2-i1=0.75%-2.7%=-1.95%为凸形。 竖曲线长度: L=R=10000（-1.95%）=195m 切线长度: T=L/2=97.5m 外距: E=T2/2R=0.475m5.2 求竖曲线的起点和终点桩号:竖曲线起点桩号: K742+000-T=K

19、742+000-97.5=K741+902.5 竖曲线终点桩号: K742+000+T=K742+000+97.5=K742+097.5竖曲线起点高程：395.5-97.52.7%=392.868m 竖曲线终点高程：395.5-97.50.75%=396.231m5.3 求各桩号标高和竖曲线高程:桩号标高和竖曲线高程见下表桩号坡段高程标高改正 y=x/2R(m)竖曲线高程（m）备注K741+902.5392.8680.000392.868竖曲线起点+920393.3400.015393.325+940393.8800.070393.810+960394.4200.165394.255+980394.9600.300394.660K742+000395.5000.475395.020竖曲线中点+020395.6500.300395.350+040395.8000.164395.634+060395.9500.070395.952+080396.1000.015396.075K742+097.5393.2310.000396.231竖曲线终点【精品文档】第 4 页