CASIO程序(线路计算7.0版)

1、CASIO fx-4800P线路计算7.0版匝道版程序设计 作者：徐光辉 2001年7月1日 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

2、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17a

3、3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+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29b

4、5运行前必须设置3075+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+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

5、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

6、76+2a175+2a1+i75+2a1+a2Y75+2a1桩号76+2a1+a275+2a1+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+2a

7、1+2a2+2a3+a4+i81+2a1+2a2+2a3+2a4第5匝道82+2a1+2a2+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

8、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(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

9、+2a4+2a5+2b1竖曲线切线长-85+2a1+2a2+2a3+2a4+2a5+2b183+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+

10、2a5+3b1+b282+2a1+2a2+2a3+2a4+2a5+3b1+b2+i81+2a1+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

11、+i79+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b380+2a1+2a2+2a3+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+2a

12、4+2a5+3b1+3b2+2b3+i78+2a1+2a2+2a3+2a4+2a5+3b1+3b2+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+

13、3b3+b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b4+i77+2(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(

14、b1+b2+b3+b4)76+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+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

15、+a4+a5)+3(b1+b2+b3+b4)+2b5竖曲线切线长-77+2(a1+a2+a3+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

16、点第1匝道桩号75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)74+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)+2

17、c174+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+i74+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+

18、a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+i74+2(a1+a2+a3+a4+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+a

19、3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+i74+2(a1+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

20、)+2c1+2c2+2c3+2c474+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+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+

21、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，

22、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，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

23、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

24、=(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

25、+39:J=ZF+54Pol(I-B,J-D):Z7=JLbl 1K:K”KF”O1QG:Q”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 “

26、ZD”Goto 0Lbl 26匝道分段计算子程序ZD (373步)S=Z-LR=PR=0Goto 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+

27、(Sin U-Sin A)PY=Z9-(Cos U-Cos A)PLbl 3U2U=U-27匝道高程计算子程序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 QAD

28、C=0:Goto 6I=-1Q0I=1Lbl 4Y=ELbl 5KZYY=Y+1:Goto 5O=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

29、变坡点数目b1212416起超点数目c205545台阶数目d00101010导线点数目e302017515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Z203311951.3982975739.2142973710.08274471.132192973710.082Z2133080

30、82.1072976456.4482973608.91174153.556092973608.911Z223306528.8512974752.8962973081.30574679.092002973081.305Z233304867.3722974382.4922972865.599502032.22642972865.599Z243303837.5752974226.853497354.093501750.1303497354.093Z253300666.7272973734.000495552.513501327.7960495552.513Z26483715.3152973608.9

31、11493906.918280.0493906.918Z27482961.2472973081.305493744.45384.7493744.453Z28484119.3632972865.5992500.00084.72500.000Z29484785.224506191.913560.000150560.000Z30484191.299504387.5530199.860Z31484421.828501750.741181.9441070.589181.944Z321800.647183500661.82903050Z332000.000499179.551183.096600183.0

32、96Z341320.097497779.99994318.36284094318.362Z351128.972495552.51395803.353629.995803.35362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94950Z40240.000

33、2800.00096640284.5695500Z41250.0004000.00097040686.59695940Z42200.0003000.00097900771.29696640Z43200.0002500.00098104.7951070.58997040Z4418766.03067560.00020.685397900Z4521790.803882276.48028.185398104.795Z4624165.055664063.185013.500Z4725596.110581073.185022.335Z4826989.8816480108.785第一边坡坡度20.685Z4

34、930594.634230113.290第二边坡坡度28.185Z5022050.0000219.5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203.26Z5

35、826249.96687183.09697944.795196.744Z5926599.9668784800.00098264.795193.953Z6027199.9668785983.528660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.

36、85898104.795第三边坡坡度0Z6811.00089260第四边坡坡度-5Z698.45089960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

37、四标福宁线A14标福宁线A14-4福宁线A14-34Z78149.500966402973503.137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2973443.238Z83231.00018.1472973977.2062973689.991Z84106.40011.6472973762.8832973503.137Z8597.50021.0902973935.7262974006.842Z8695.00013.810

38、2973692.340暂空Z87100.10017.2502973348.2762973977.206Z8898.70013.5002973236.0622973762.883Z8996.00022.3352973229.0352973935.726Z90空20.6852973193.6802973692.340Z91028.185暂空2973348.276Z9223290.77263.185494959.9452973236.062Z9323425.77273.185494945.9082973229.035Z9424280.05687108.785494603.1732973193.680

39、Z9524415.05687113.290495479.373暂空Z9624684.09287113.400495746.501494959.945Z9724819.09287198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494529.316Z10927807.4298789900494358.050Z11050000.00097577.875