1.开口(坡脚)线刷破放样程序
SPFY
Deg:Lbl 0:L≥0=> Prog “SPSJK”: Goto 1△:{ABCDFGMNPQ}:N”JiaKuan”:F”1Jsjpd””1Jsjgd”: D”SJdlkd”:G”2Jsjpd”≤0=>Goto 1△:A”2Jsjgd””1Jsjpt” :M”2Jsjpt”:B”3Jsjpd”≤0 =>Goto 1△C”3Jsjgd” Lbl 1:{WVE}:W”FYkd”≤0 =>Goto 0△V”CL(H)”:E”SJ(H)”
Lbl 2:”(-W,+T)=”:H=E-V▲
(一般H小于0为挖方段,H大于0为填方段)
H=Abs H
H<Q => K=D+N+FH-W:Goto 3△
H<Q+A => K=D+N+FQ+G(H-Q)+P-W:Goto 3△
H<Q+A+C => K=D+N+FQ+GA+B(H-Q-A)+P+M-W△
Lbl 3:”PYjl=”:k▲
Goto 1
SPSJK
Z>0=> Goto 0:≠ > Goto 1 △?(通过Z值判断左右侧)
Lbl 0
右侧(按习惯规定Z大于0为右侧)
S≥起点桩号=>S<止点桩号=>N=?:F=?:Q=?:D=?:G=?:A=?:P=?:M=?:B=?△△
【如果无第二级设计坡度即G=0,其他类似,下同】
S≥起点桩号[font=新