曲线正矢、付矢、超高、加宽的计算方法

发布时间:2022-12-16 17:38:20   来源:文档文库   
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一、曲线(有缓)正矢、付矢、超高、加宽计算方法(例)
例:已知某曲线R310mα26°3809″,l170ml270mH125mmS5mmVmax70km/h,求该曲线LL,内距D,外距C,内距B,外距AFY及曲线各点FfHS
解:
Lπ×α×R/180l1/2l2/2214.114Lπ×α×R/180l1/2l2/2214.447内距D(π×α×R/180l1/2l2/2
INT((π×α×R/180l1/2l2/2/10×104.447
外距C10D5.553
内距BLINT(L/10×104.447外距A10B5.553
外距系数aA/100.5553,内距系数bB/100.4447外距系数cC/100.5553,内距系数dD/100.4447
2
FYλ/2R50000/R0.7175160.918,取161Fd1FY/l1/λ)=22.988Fd2FY/l2/λ)=22.988
Hd1H/l11.786Hd1/9×Vmax)=1.587
Hd2H/l21.786Hd1/9×Vmax)=1.587始端、终端超高顺坡各向直线延伸9mHd1H/l191.582Hd
Hd2H/l291.582HdSd1S/l10.071Sd2S/l20.071始端正矢计算:(整桩
FZHF0Fd1/63.831,取4Fnnd×Fd1=(Dn/10×Fd1
F123F246F369F492F5115F6138FHYF7FYFd1/6157.086,取157始端付矢计算:
fn0.75×Fn0.125×Fd1
f120f237f355f472f589f6106始端超高、加宽计算:(略)
HnDn×Hd1SnDn×Sd1
终端正矢计算:(破桩
FDF14FYc3/6×Fd2160.262,取160
3
FYC/(12×R×l2
FCF15FY(c+d3/6×Fd2147.816,取148
3
FY-(600CD/(12×R×l2

Fnnd×Fd2=(Dn/10×Fd250×Dn/(R×l2
F16125F17102F1879F1956F2033FBF21b+a3/6)×Fd210.879,取11
3
600BA/(12×R×l2FAF22b3/6×Fd20.337,取0
2
B/(12×R×l2终端付矢计算:
C5m,故fYHf15
3
f15(300×(l2D(D2500/(8×R×l2=113fn0.75×Fn0.125×Fd2
f1697f1780f1862f1945f2028
23
fHZf212500600B30BB/(24×R×l2=11终端超高、轨距计算:(略)
HnDn×Hd2SnDn×Sd2
二、曲线(无缓)正矢计算方法:
曲线全长Lπ×α×R/180曲线外长Lπ×α×R/180内距BLINT(L/10×10外距A10B
2
圆曲线正矢FYλ/2R50000/R0.7175始端正矢:(整桩FZY1/2×FY
终端正矢:(破桩FA1/2×B2/2R
FB1/2×(λ+B2/2RB2/2RFY1/2×A2/2R
三、曲线(附带)正矢计算方法:
曲线全长Lπ×α×R/180α为辙叉角)曲线外长Lπ×α×R/180内距BLINT(L/5×5外距A5B
2
圆曲线正矢FYλ/2R12500/R0.7175始端正矢:(整桩FZY1/2×FY
终端正矢:(破桩FA1/2×B2/2R
FB1/2×(λ+B2/2RB2/2RFY1/2×A2/2R
四、曲线(有缓)正矢、付矢、超高、加宽(自动)计算表:五、曲线(无缓)正矢(自动)计算表:六、常用附带曲线正矢(自动计算)表:


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