备注：°'\"的输入用:代替基 础 数 据 (需要填写的)第一个道岔参数第二个道岔参数轨道上山倾角B(°)主要尺寸(mm)辙叉角(°)主要尺寸(mm)辙叉角(°)B25°00′00″7°29′12″8°44′22″20°00′00″a13942394239423942b14858485848584858α114°02′10″14°02′10″14°02′10″14°02′10″a23942394239423942b24858485848584858α214°02′10″14°02′10″14°02′10″14°02′10″双轨中平曲线半竖曲线半心距径(mm)径(mm)(mm)RPRSS24001200030000235012000300002350120003000023252000030000双道起坡甩车场平、竖曲高低道线插入段高差长度(mm)(mm)dΔH200080020000200002000500二次斜面回转角(°)δ28°04′20″28°04′20″28°04′20″28°04′20″（隐藏）二二次伪倾角次伪倾角(°)(°)B1B2B1B224.2048457224°12′17″21.45413821°53′40″7.261914157°15′43″6.6017143716°36′6″8.4765605298°28′36″7.7046251977°42′17″19.37857819°22′43″17.57391617°33′53″(隐藏)一次伪倾角(°)一次伪倾角(°)甩车场二次回转斜面线路和竖曲线逐段投影法计 算 结（隐藏）一次水平投影角（°）θ115.421080614.1519652714.1943637414.798834一次水平投影角（°）（隐藏）二次水平投影角(°)θ1θ215°25′16″30.475180314°9′7″28.2763853214°11′40″28.35095814°53′53″29.57730114二次水平投影角(°)θ230°28′31″28°16′35″28°21′3″29°34′38″1O-O139423942394239422O1-O288008800880088003m1101319707159726投影法算 结 果4m296179401940293095平曲线切平曲线弧线(mm)长(mm)T1KP1477294014772940147729402462490076d2000200020002000竖曲线切竖曲线弧竖曲线平竖曲线高线(mm)长(mm)长(mm)差(mm)TD=TGKG=KDLG=LDhG=hD5803114111872117303457344919920204034402227146359197905313998Δh256814617241ΔL21961723120提车线标10ΔH8000050011L0=L2578-12-126826012L1835-1256-125739913L32854475047574114L41247114151141591349915n1975795399542954816n2975795399542954817X586939707787746'5'1801399车线标高184'3甩车线标高19653甩车线标高1921274559725001959728210241
