CASIO程序线路计算7.0版

1、一、扩展变量设置说明1 统计各种要素点的数目各要素点数目表匝道序号第1匝道第2匝道第3匝道第4匝道第5匝道扩展变量数目无匝道时取值切点数目(含起终点)a1a2a3a4a52a+3-3/2变坡点数目(含起终点)b1b2b3b4b53b-22/3超高点数目(含起终点)c1c2c3c4c52c0设置扩展变量总数目为：2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4+c5)+74个2 设置各扩展变量数据 固定变量及自由变量z1z39固定变量及自由变量设置表位置设置内容或数值备 注1匝道序号(根据计算的需要分别存为1、2、3、4或5)运行前必须设置2路面

2、结构层的厚度运行前必须设置3中央分隔带的设计宽度运行前必须设置4半幅路基硬路面宽度(包含中央分隔带)运行前必须设置5土路肩宽度运行前必须设置6土路肩最小横坡设计值运行前必须设置7程序中使用的自由变量不用设置8程序中使用的自由变量不用设置9程序中使用的自由变量不用设置1073运行前必须设置1176+2a1运行前必须设置1279+2a1+2a2运行前必须设置1382+2a1+2a2+2a3运行前必须设置1485+2a1+2a2+2a3+2a4运行前必须设置15a1运行前必须设置16a2运行前必须设置17a3运行前必须设置18a4运行前必须设置19a5运行前必须设置2085+2a1+2a2+2a3+

3、2a4+2a5运行前必须设置2183+2a1+2a2+2a3+2a4+2a5+3b1运行前必须设置2281+2a1+2a2+2a3+2a4+2a5+3b1+3b2运行前必须设置2379+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3运行前必须设置2477+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4运行前必须设置固定变量及自由变量设置表 续上表位置设置内容或数值备 注25b1运行前必须设置26b2运行前必须设置27b3运行前必须设置28b4运行前必须设置29b5运行前必须设置3075+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b

4、4+3b5运行前必须设置3175+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1运行前必须设置3275+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1+2c2运行前必须设置3375+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1+2c2+2c3运行前必须设置3475+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1+2c2+2c3+2c4运行前必须设置35c1运行前必须设置36c2运行前必须设置37c3 运行前必须设置38c4运行前必须设

5、置39c5运行前必须设置 导线点扩展变量z40z69各导线点坐标值于扩展变量中的位置表名称第1个导线点第2个导线点第i个导线点第14个导线点第15个导线点x坐标404139+i5354y坐标555654+i6869 平曲线要素扩展变量z70z84+2a1+2a2+2a3+2a4+2a5各匝道平曲线要素于扩展变量中的位置表匝道序号第1点方位角第1点坐标要素项目第1点第i点第a点第1匝道70x71曲率7372+i72+a1y72桩号73+a172+a1+i72+2a1第2匝道73+2a1x74+2a1曲率76+2a175+2a1+i75+2a1+a2y75+2a1桩号76+2a1+a275+2a1

6、+a2+i75+2a1+2a2第3匝道76+2a1+2a2x77+2a1+2a2曲率79+2a1+2a278+2a1+2a2+i78+2a1+2a2+a3y78+2a1+2a2桩号79+2a1+2a2+a378+2a1+2a2+a3+i78+2a1+2a2+2a3第4匝道79+2a1+2a2+2a3x80+2a1+2a2+2a3曲率82+2a1+2a2+2a381+2a1+2a2+2a3+i81+2a1+2a2+2a3+a4y81+2a1+2a2+2a3桩号82+2a1+2a2+2a3+a481+2a1+2a2+2a3+a4+i81+2a1+2a2+2a3+2a4第5匝道82+2a1+2a2+

7、2a3+2a4x83+2a1+2a2+2a3+2a4曲率85+2a1+2a2+2a3+2a484+2a1+2a2+2a3+2a4+i84+2a1+2a2+2a3+2a4+a5y84+2a1+2a2+2a3+2a4桩号85+2a1+2a2+2a3+2a4+a584+2a1+2a2+2a3+2a4+a5+i84+2a1+2a2+2a3+2a4+2a5 竖曲线要素扩展变量z85+2(a1+a2+a3+a4+a5)z74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)各匝道竖曲线要素于扩展变量中的位置表匝道序号要素名称第1点(起点)第2个变坡点第i个变坡点第b-1个变坡点第b点

8、(终点)第1匝道变坡点桩号85+2a1+2a2+2a3+2a4+2a586+2a1+2a2+2a3+2a4+2a584+2a1+2a2+2a3+2a4+2a5+i83+2a1+2a2+2a3+2a4+2a5+b184+2a1+2a2+2a3+2a4+2a5+b1变坡点高程85+2a1+2a2+2a3+2a4+2a5+b186+2a1+2a2+2a3+2a4+2a5+b184+2a1+2a2+2a3+2a4+2a5+b1+i83+2a1+2a2+2a3+2a4+2a5+2b184+2a1+2a2+2a3+2a4+2a5+2b1竖曲线切线长-85+2a1+2a2+2a3+2a4+2a5+2b183

9、+2a1+2a2+2a3+2a4+2a5+2b1+i82+2a1+2a2+2a3+2a4+2a5+3b1-第2匝道变坡点桩号83+2a1+2a2+2a3+2a4+2a5+3b184+2a1+2a2+2a3+2a4+2a5+3b182+2a1+2a2+2a3+2a4+2a5+3b1+i81+2a1+2a2+2a3+2a4+2a5+3b1+b282+2a1+2a2+2a3+2a4+2a5+3b1+b2变坡点高程83+2a1+2a2+2a3+2a4+2a5+3b1+b284+2a1+2a2+2a3+2a4+2a5+3b1+b282+2a1+2a2+2a3+2a4+2a5+3b1+b2+i81+2a1

10、+2a2+2a3+2a4+2a5+3b1+2b282+2a1+2a2+2a3+2a4+2a5+3b1+2b2竖曲线切线长-83+2a1+2a2+2a3+2a4+2a5+3b1+2b281+2a1+2a2+2a3+2a4+2a5+3b1+2b2+i80+2a1+2a2+2a3+2a4+2a5+3b1+3b2-第3匝道变坡点桩号81+2a1+2a2+2a3+2a4+2a5+3b1+3b282+2a1+2a2+2a3+2a4+2a5+3b1+3b280+2a1+2a2+2a3+2a4+2a5+3b1+3b2+i79+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b380+2a1+2a2+2

11、a3+2a4+2a5+3b1+3b2+b3变坡点高程81+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b382+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b380+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b3+i79+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b380+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b3竖曲线切线长-81+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b379+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b3+i78+2a1+2a2+2a3+2a4+2a5+3b1+3

12、b2+3b3-第4匝道变坡点桩号79+2(a1+a2+a3+a4+a5)+3b1+3b2+3b380+2(a1+a2+a3+a4+a5)+3b1+3b2+3b378+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+i77+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b4变坡点高程79+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b480+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b4+i77+2

13、(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b4竖曲线切线长-79+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b477+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b4+i76+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+3b4-第5匝道变坡点桩号77+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)78+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)76+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)

14、+i75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+b576+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+b5变坡点高程77+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+3b4+b578+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+3b4+b576+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+b5+i75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+2b576+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+2b5竖曲线切线长-77+2(a1+a2+a3+

15、a4+a5)+3(b1+b2+b3+b4)+2b575+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+2b5+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)- 超高设计扩展变量z75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)z2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4+c5)+74各段超高设计数值于扩展变量中的位置表匝道序号要素名称第1个起超点第i个起超点第c个起超点第1匝道桩号75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)74

16、+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+c1横坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+c174+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+c1+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1第2匝道桩号75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c174+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+i7

17、4+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+c2横坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+c274+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+c2+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2第3匝道桩号75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c274+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+i74+2(a1+a2+a3+a4

18、+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+c3横坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+c374+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+c3+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3第4匝道桩号75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c374+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+i74+2(a1

19、+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+c4横坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+c474+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+c4+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c4第5匝道桩号75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c474+2(a1+a2+a3+a4+a5)+3(b1+b2+b

20、3+b4+b5)+2c1+2c2+2c3+2c4+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c4+c5横坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c4+c574+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4)+c5+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4+c5)说明：存入设计横坡数值时，当路基左右幅的横坡为互补时，只要把左幅的设计横坡存入扩展变量即

21、可（从路中间向两侧，上坡为“”，下坡为“”），当左右幅的设计横坡为相同时，则在对应扩展变量中存入横坡为0。3.扩展变量设置说明当线路改变或数据更改时，应首先根据各要素点的数目设置扩展变量总数目（若要素点数目也发生变化），再按上述各扩展变量位置表中的约定重新设置扩展变量中的数据。存入平曲线的曲率时，左转为“”，右转为“”，曲率为半径的倒数，即1/；当圆曲线和直线之间无缓和曲线时，则zy点（或yz点）要看作为桩号相同的两个切点，即假想在圆曲线和直线之间存在着一条长度为零的缓和曲线，其中一端的曲率为1/r，另一端的曲率为零。当进行测量放样计算时，若遇到临时点，可把其存入导线点扩展变量中空缺的位置上，

22、然后把它当作导线点使用。二、程序操作说明1 匝道放样计算程序zdfyfy：1.zx 2.bx?(1)放样选择:1.中线放样 2.边线放样?dz?(2) 输入置镜点的导线点点号dz?dh?(3) 输入后视点的导线点点号dh?ah?(4)输入后视角度ah?kf?(5)输入放样点的桩号kf?l?(6)输入放样点偏离中线的平距(左为“-”,右为“+”)?当第(1)步选择1时,无此第(6)步,只有当第(1)选择2时,才会出现此步aj?(7)输入放样点跟线路中桩连线与线路方向的夹角(顺时针)aj?当第(1)步选择1时,无此第(7)步,只有当第(1)选择2时,才会出现此步s=(8)输出放样距离sa=(9)输

23、出放样角度a此行操作完成后返回第(5)步,要求重新输入计算2 匝道坐标计算程序zdzb1.zx 2.bx?(1)选择:1.中线坐标计算 2.边线坐标计算？k?(2)输入待求点的桩号k?l?(3)输入待求点的偏离中线的平距l(左为“-”,右为“+”)? 当第(1)步选择1时,无此第(3)步,只有当第(1)步选择2时,才 会出现此步aj?(4)输入待求点跟线路中桩边线与线路方向夹角(顺时针)aj? 当第(1)步选择1时,无此第(4)步,只有当第(1)步选择2时,才 会出现此步x=(5)输出待求点的x坐标y=(6)输出待求点的y坐标at=(7)输出待求点的切线方位角at 只有当第(1)步选择1时，才

24、会出现此第(7)步此行操作完成后返回第(2)步,要求重新输入计算3 匝道高程计算程序zdgck?(1)输入待求点的桩号k?l?(2)输入待求点偏离中线的平距l(左为“-”,右为“+”)?h=(3)输出待求点的设计高程(已扣除结构层厚度)h此行操作完成后返回第(1)步,要求重新输入计算三、程序设计1 匝道放样计算主程序zdfy (288步)fixm:radh=zz1+9n=zz1+14v=ho:o”fy:1.zx 2.bx”eft:e”dz”:f”dh”:t”ah”b=ze+39:d=ze+54i=zf+39:j=zf+54pol(i-b,j-d):z7=jlbl 1k:k”kf”o1qg:q”

25、l”:g”aj”prog ”bz”:x=x+rec(q,u+g180):y=y+jpol(x-b,y-d):i”s=”i=j-z7+t180i2i=i-2izw+nw=w+1:goto 0v=wgoto 1v=wprog “cs”lbl 1z=kprog “zd”5匝道参数计算子程序cs (142步)u=zh-3x=zh-2y=zh-1w=v-hlbl 0z8=xz9=ya=um=zv-w+n+1r=zv-wp=zv-w+1l=zv-w+ndsz wgoto 1goto 2lbl 1z=mprog “zd”goto 0lbl 26匝道分段计算子程序zd (373步)s=z-lr=pr=0got

26、o 1r=pr0goto 2z=1prz=-1j=m-lc=abs(j(p-r)j=0c=1j=zjr(p-r)i=j+szu=a+s(j+i)2cs=a-zjj2cy=i-j-(i5-j5)40cc+(i9-j9)3456c4i=(iii-jjj)6c-(i7-j7)336c3+(i11-j11)42240c5x=z8+zycos s-isin sy=z9+zysin s+icos sgoto 3lbl 1x=z8+scos ay=z9+ssin au=agoto 3lbl 2u=sp+ax=z8+(sin u-sin a)py=z9-(cos u-cos a)plbl 3u2u=u-27匝

27、道高程计算子程序cg (536步)w=g+1d=z32lbl 0wg+u-2goto 1p=zw+2u-1kzw-pw=w+1:goto 0w=g+1w=g+2v=w-1goto 2lbl 1v=w-1j=zv+ur=(j-zv+u-1)(zv-zv-1)s=(zv+u+1-j)(zv+1-zv)t=zv+2u-1lbl 2l=k-zvl-th=j+rl:goto 3lth=j+sl:goto 3a=2t(s-r)x=l+a(r+s)2h=j+xx2a-ars2lbl 3h=h-z2a=abs qadc=0:goto 6i=-1q0i=1lbl 4y=elbl 5kzyy=y+1:goto 5

28、o=zy+f-1:x=zy+f:o=io:x=ixzy+f-1=0o=2zy+f=0x=2n=(zy-k)(zy-zy-1)m=(x-o)(1-3nn+2nnn)+o （当超高过渡段按直线性计算时，此行换为 m=(x-o)n+o）az4c=(d-a)m100:goto 6c=z6(z4-a)100-m(z4-d)100mz6c=(d-a)m100lbl 6c=h+c四、扩展变量设置数值扩展变量设置实际数值表名 称上三线四标福宁线a14标福宁线a14-4福宁线a匝道福宁线a14-34交点数目a47212变坡点数目b1212416起超点数目c205545台阶数目d00101010导线点数目e302

29、017515变量总数目18816410867110z10.650.73000z211.511.511.5变量11.5z3空空空空空z4空空空空空z5空空空空空z7空空空空空z7空空空空空z8空空空空空z9空空空空空z10空空空空空z11空空空空空z12空空空空空z13空空空空空z14空空空空空z15空空空空空z16空空空空空z17空空空空空z18空空空空空z19空空空空空z203311951.3982975739.2142973710.08274471.132192973710.082z213308082.1072976456.4482973608.91174153.556092973608.

30、911z223306528.8512974752.8962973081.30574679.092002973081.305z233304867.3722974382.4922972865.599502032.22642972865.599z243303837.5752974226.853497354.093501750.1303497354.093z253300666.7272973734.000495552.513501327.7960495552.513z26483715.3152973608.911493906.918280.0493906.918z27482961.2472973081

31、.305493744.45384.7493744.453z28484119.3632972865.5992500.00084.72500.000z29484785.224506191.913560.000150560.000z30484191.299504387.5530199.860z31484421.828501750.741181.9441070.589181.944z321800.647183500661.82903050z332000.000499179.551183.096600183.096z341320.097497779.99994318.36284094318.362z35

32、1128.972495552.51395803.353629.995803.35362扩展变量设置实际数值表(续表)名 称上三线四标福宁线a14标福宁线a14-4福宁线a匝道福宁线a14-34z36240.000493906.91897577.8749415.897577.87494z37250.000493744.45398104.7952998104.795z38200.0001200.0009550052.594000z39200.0002800.00095940空94950z40240.0002800.00096640284.5695500z41250.0004000.00097040

33、686.59695940z42200.0003000.00097900771.29696640z43200.0002500.00098104.7951070.58997040z4418766.03067560.00020.685397900z4521790.803882276.48028.185398104.795z4624165.055664063.185013.500z4725596.110581073.185022.335z4826989.8816480108.785第一边坡坡度20.685z4930594.634230113.290第二边坡坡度28.185z5022050.000021

34、9.5第三边坡坡度63.185z5122299.500181.944203.26第四边坡坡度73.185z5222700.400276.480196.744第五边坡坡度108.785z5323110.9000193.953第六边坡坡度113.290z5423360.0000空第七边坡坡度184.5z5523699.96687089900第八边坡坡度220.5z5624549.96687097577.875第九边坡坡度219.5z5725249.96687097759.819第十边坡坡度203.26z5826249.96687183.09697944.795196.744z5926599.966

35、8784800.00098264.795193.953z6027199.9668785983.528660空z6127699.9668789437.69065089900z6228049.9668790616.27064-597577.875z6328199.9668791947.87136-597759.819z6412.20093470.88887597944.795z659.91095803.35362第一边坡坡度98264.795z6619.54297577.87494第二边坡坡度0z678.85898104.795第三边坡坡度0z6811.00089260第四边坡坡度-5z698.4

36、5089960第五边坡坡度-5z7014.91090960第六边坡坡度5z719.45091670第七边坡坡度第一边坡坡度z7214.95092320第八边坡坡度第二边坡坡度z7310.05092750第九边坡坡度第三边坡坡度z7413.05094000第十边坡坡度第四边坡坡度z7511.000949502973473.834第五边坡坡度z7614.500955002973443.238第六边坡坡度z7713.600959402973689.991第七边坡坡度扩展变量设置实际数值表(续表)名 称上三线四标福宁线a14标福宁线a14-4福宁线a14-34z78149.50096640297350

37、3.137第八边坡坡度z79251.400970402974006.842第九边坡坡度z80159.10097900暂空第十边坡坡度z8190.00098104.795暂空2973473.834z8290.60011.357暂空2973443.238z83231.00018.1472973977.2062973689.991z84106.40011.6472973762.8832973503.137z8597.50021.0902973935.7262974006.842z8695.00013.8102973692.340暂空z87100.10017.2502973348.2762973977

38、.206z8898.70013.5002973236.0622973762.883z8996.00022.3352973229.0352973935.726z90空20.6852973193.6802973692.340z91028.185暂空2973348.276z9223290.77263.185494959.9452973236.062z9323425.77273.185494945.9082973229.035z9424280.05687108.785494603.1732973193.680z9524415.05687113.290495479.373暂空z9624684.09287

39、113.400495746.501494959.945z9724819.09287198暂空494945.908z9825661.11187196暂空494603.173z9925769.11187211.2暂空495479.373z10025796.11187132495773.104495746.501z10126789.88287123495677.496暂空z10226816.88287184.5495371.624495773.104z10326924.88287220.5494520.294495677.496z10427044.88287219.5493952.915495371.624z10527141.54987203.26494625.730494520.294z10627189.88287196.744494529.316493952.915z10727662.42987193.953494358.050494625.730z10827710.76287空暂空494529.316z10927807.4298789900494358.050z11050000