1、Goto X:ProgKM:?D:PorgTHB:OL: L0?L:Z2+Z1-Z8 E:X+L cos(E) X:Y+Lsin(E) Y:ProgXY:ProgJS:Goto BLbI 2:2F:90Z1:LbI C:Z=-1= XO?X: Y0?Y:ProgTHB:PorgZD:Goto C:LbI 3:0B: H-B?BZ9:LbI D:PorgH:Fix 3: H=:Lcoate 6,4,H-Z9 I=:Locate 6,4,I Goto DLbI 4:LbI E:ProgGD: SJGD=:Locate7,4,L Goto ELbI 5:0.5B:TH-GD?BZ15:LbI F:K
2、M?Z=-1 =Z=-2 = X0?0M:”M0”?M: MZ4:Prog3FBZFix 2:Z3 D:Abs(D)-SO: L0=:Locate 6,4,OProgZD: Z5T: TW=:Lcoate 6,4,T Goto F:LbI 6:ProgDX:LbI G:LbI H:Goto G:ProgH: M0?H-MT: TW=:Locate 6,4,T Goto H:LbI 7:LbI I:0D: LD:Z-,Y+? D:Abs(D) R: LR?R: Z0? DZ6:RZ7:ZZ8:LbI J:0Y: L0:SZ+,DZ-?Y=-1=Y=-2=Goto I:ProgZP:Goto J:
3、LbI 8:LbI K:X=-1=X=-2=Goto K:LbI 9:PorgDX:LbI L:Prog”QX”:LbI M:Goto L: ProgSD1: 0.5A:“CQHD?“X0?Y0?0M=M0?MZ8:AZ15:Prog5SD: Goto M:LbI X:Mat F Goto 02、次程序:路基开挖边线及填方坡脚线放样程序(输入填方放宽值、大概桩号及测量坐标、地面标高计算出偏移距离、桩号、距中距离、填挖高度)3FBXProg”THB”:DP:Prog”GD”:If D0:Then 0.75-LD:Goto H:Else L-0.75D:IfEndProg“H”:H-0.03-Z4
4、 Z4: Prog “W1”:If Z4Then Goto 1:Else If GZ8:Then Goto 2:Else Goto 3:IfEnd:L+Z10+Z11+Z12+(G-A)Z7+Z9Z6+Z8Z5 S:Goto Z:L+Z10+Z11+(G-Z8)L+Z10+GLbI T:L+Z17T:If GZ15:Then (T+Z16+(G-Z15)Z14+Z15Z13)S:Else (T+GLbI Z3.次程序3.隧道超欠挖值计算放样程序(输入隧道线路,大概桩号、输入衬砌厚度、测量三维坐标,计算准确桩号及位置、计算欠超挖值)5SDProg”KM”:Prog“THB”: DZ13:Cos(
5、Z10) Z4 E: H+Z5 Z5: H+Z7 Z7: E+Z5 Z10:If Z8Z10:Then Goto R:Else Goto S:LbI R: (Z13-Z9) 2+(Z8-Z5) 2 )- Z4-Z15 L:LbI S: Z4-Z6 S: (S 2-(Z7-Z5) 2 ) SAbs(S)T:Abs(Z13-Z9)-TT:(T 2+(Z8-Z7) 2 )- Z6-Z15 L: Fix 2:” L0=”: Locate 6,4,LProg”ZD”:“ H0=”: Locate 6,4,Z8-H4:极坐放样计算程序(计算放样点至置仪点方位角及距离)JSX:Y:Z11K:Z12L:Pol
6、(X-K, Y-L):IF JThen J+360J:IFEnd:Int(J)+0.01Int(60Frac(J)+0.006Frac(60Frac(J) J: Fix 4:” FWJ=”: Locate 6,4,J” S=”:Locate 6,4,I5路基宽度子程序6:路基标准半幅宽度计算程序(对于设计有加宽渐变的有用,如路基宽度无变化,则把此程序直接输入半幅宽度值至L) GD1S: Prog “G1”:Z-CE:(B-A)*E/S+AL:6坐标计算次程序()THBIf Q=2:Then Goto J: Else 1P:(P-R)(2HPR) :180E:If F=1:Then Abs(0)
7、 W:Prog :oto 2:Else I:J:Prog :Z: IfEnd: If F=1:Then Prog Zoto 1:Else Prog ZX:I+DCOS(Z2+Z1) X: J+DSin(Z2+Z1) Y: LbI 2 7. 线元法正算子程序()A0.1184634425A: 0.2393143352B:0.2844444444N:0.046910077K: 0.2307653449L:0.5M: U+W(Acos(G+QEKW(C+KW)+Bcos(G+QELW(C+LW)+Ncos(G+QEMW(C+MW)+Bcos(G+QE(1-L)W(C+(1-L)WS)+Acos(G+
8、QE(1-K)W(C+(1-K)WS) X:V+W(Asin(G+QEKW(C+KW)+Bsin(G+QELW(C+LW)+Nsin(G+QEMW(C+MWS)+Bsin(G+QE(1-L)W(C+(1-L)WS)+Asin(G+QE(1-K)W(C+(1-K)W) Y:G+QEW(C+W):X+cos(+ Z1): Y+sin(+ Z1)8. 线元法反算子程序()BG-90: Abs(Y-V)cos(T)-(X-U)sin(T) : 0:Lbl 0: T+QEW(C+W) : (J-Y)cos(L)-(I-X)sin(L):IF Abs()0.01:Then Goto 1:Else W+W:
9、Lbl 1:0D:(J-Y)sin(+90) D9. 交点法正算子程序(Z)ZH2R24-H(4) 2688R(3)A:H2-H(3) 240R2B:(R+A)tan(Abs(P) 2)+BT:O-TC:C+HL:L+RAbs(P) 180N:N-HE:PAbs(P) W:If ZThen 180(Z-L+0.5H) S :R2+Rsin(S)A:R(3)+R(1-Cos(S)B:RM:G+WSZ2:Z-CS:G+WKZ2:U+(A-T)cos(G)-WBsin(G)I:V+(A-T)Sin(G)+WBcos(G) J: Goto 3:U+Scos(Z2)I:V+Ssin(Z2) J: LbI
10、 310. 交点法缓和段转化子程序(HX)HXS-S(5) 40R2H2+S(9) 3456R(4) H(4)A:S(3) 6H-S(7) 336R(3) H(3)+S(11) 42240R(5) H(5)B:90S2HK:RHSM11. 交点法反算子程序(ZX)ZXLbI 0:Prog “Z”:Pol(X-I,Y-J):J-Z2 J:Isin(J) S:Icos(J) I:If Abs(I)0.1:Then Z+IZ:SD:Else Goto 1: LbI 1:If M=0:Eles Pol(M-WS,I):(JM)/180I:Z+IZ:LbI 212高程计算子程序(H)HProg “S1”
11、:C-TF:Z-FS:C+TE:G-TIQ:If T=O:Then Q+SIH:Else If ZF:Else If ZE:Then Q+SI+S22RH:H:If D=0:Then Goto I:Else Prog “I”:H+VH:LbI I 13.高程超高计算程序(I)IIf Z3=1:Then Prog “I1”:Else Prog “I2”:Goto1: If W=1:Then:Else: IfEnd LbI Z:If S=0:Then Abs(D)MV:Else Abs(D)(N-M)(Z-C)S+M)V:(3(Z-C)S)2-2(Z-C)S)(3)(N-M)+M)V:Abs(D)
12、E:VEI:I(E-K)V14导线点子程序(DX)DXZ11 K:Z12 L:“XZ”?K:”YZ”?KZ11:LZ1215线路选择子程序(线路选择输0时。则输曲线参数(QX)QX1A:”QX:X1=1,X2=2”?AZ3:If A=0:Else Goto 2:”JDO”?O:”XO”?U:”YO”?V:”FW”?G:”LS”?P:”J=2,X=(0,1,-1)”?Q:16线路中线元段判别子程序(KM)KMIf Z3=0:Then Goto 0:Else If Z3=1:Then Prog “X1”:Else Prog “X2”: LbI 017坐标计算参数转化子程序(F)FMat F1,1O
13、: Mat F1,2U: Mat F1,3V: Mat F1,4G: Mat F1,5H: Mat F1,6P: Mat F1,7R: Mat F1,8Q18.桥梁锥坡放样子程序(ZP)ZP(Z62(1-Y2/Z72) X:Z8 Z:Then L+XD:Else L-XD:Z8+YZ:Prog”XY”:Prog”JS”19显示子程序(XY)XYix 3: =:Locate 6,4, :Locate 6,4,ZD:Locate 6,4,:Locate 6,4,20数据子程序(附后示例)-1程序名:X1(线路1坐标计算要素程序)If Z26615.555:Then 25900,11587.421,
14、1847.983, 101。0923.1”,715.555,11045, 11045, 0Mat F:If Z26915.555:Then 26615.555,11448.97,2550.016,101。0923.1”,300,11045,1800,1Mat F: Prog”F”-2程序名:X2(线路2坐标计算要素程序)If Z616.951:Then 316.951,11230.669,3213.086, 118。4228.42”,300,1800, 11045, 1Mat F:If Z4050:Then3089.766,9708.017,5530.185,123。2857.1”,300,-
15、44。3938”,2200,2Mat F:Prog”F”程序字母说明:O-线元起点桩号(交点桩号);U-起点X坐标(交点X);V-起点Y坐标(交点Y);G-线元起点桩号切线方位角(交点前一交点至现交点方位角); 线元长度(缓和曲线长度),线元起点曲率半径(偏角:值为正负,左偏为负,右偏为正),线元终点曲率半径(圆半径),Q线元判别(以道路中线的前进方向(即里程增大的方向)区分左右;当线元往左偏时,Q=-1;当线元往右偏时,Q=1;当线元为直线时,Q=0;交点法取值2).说明括内为交点法子母代表意思。-1程序名:S1(线路1高程竖曲线要素子程序) Else Prog “S2”:If Z26157
16、.8:Then -200000R:157.8T:26000C:37.1G:0.01222I:If Z27421.915:Then 300000R:171.915T:27250C:32.65G:-0.00356I:If Z27889.029:Then 1000000R:134.029T:27755C:36.64G:0.0079I:LbI 0-2程序名:S2(线路2高程竖曲线要素子程序)If Z183.007:Then 1365R:20.475T:162.532C:46.1G:0.003I:If Z321.264:Then -1200R:38.732T:282.532C:50.175G:0.033
17、I:C-竖曲线交点桩号;G-交点桩号高程(未竖曲线调整的);T-竖曲线切线长(标段结尾或开头没有竖曲线的输0);R-竖曲线半径(分正负:凹曲线为正,凸曲线为负);I竖曲线前纵坡-1程序名:I1(线路1高程超高参数子程序)1.5K:2W:Then Goto L:Else Goto R:Then 0S:-0.02M:If Z26735.555:Then 120S:26615.555C:0.02N:If Z26795.555:Then 60S:26735.555C:0.02M:0.04N: If Z26735.555: Goto 0:-0.04N:If Z27436.951:-0.04M:LbI 0
18、 -2程序名:I2(线路2高程超高参数子程序)0.5K:1W:If Z100:-0.015M:If Z110:Then 10S:100C:-0.02N:If Z343.665: -0.02M: If Z100:IfEndIf Z375.665:字程序中字母表示说明:K中央分隔带半幅宽(中桩标高至中桩中线距离,无分隔带则为0);W超高方式参数(W=1为一般直线方式超高,W=2为三次抛物线方式超高);S超高渐变段距离(不是渐变段则输入0);C-超高渐变段起点桩号(不是渐变段,无需输入);M超高段起点横坡,N-超高渐变段终点横坡(不是渐变段,无需输入)。-1程序名:G1(线路1路基标准半幅宽度参数子
19、程序)Else Prog “G2”: IfEndIf Z28110.727:Then ZC:17.25A:If Z28200.727:Then 28110.727C:21.25B:90S: Z27927.478:If Z28172:Then 27927.478C:27.031B:244.522S:-2程序名:G2(线路2路基标准半幅宽度参数子程序)If Z69.998:28.25A:If Z82.402:Then 69.998C:25.545B:12.404S: Z69.998:17.45A:If Z80.367:16.787B:10.369S:C宽度渐变段起点桩号(不是渐变段C=Z);A宽度渐变段起点宽度; B宽度渐变段终点宽
copyright@ 2008-2022 冰豆网网站版权所有
经营许可证编号:鄂ICP备2022015515号-1