公路工程复曲线偏角法测量各桩号数据自动计算表
2020-10-07
来源：易榕旅网
交桩号7053.087圆半径确定圆曲线半径 R900E5.5桩号缓和曲线长 lh100T06913.423转角 α11.373611E 控 R1112.0266920圆曲线切线长 T89.623T 控 R0.0006930圆曲线长度 L178.656圆桩计算6940圆曲线外距 E4.451JD7053.0876950圆曲线切曲差 D0.589ZY6963.4646960缓切线角 β3.183099YZ7142.1216970缓终横标 Xh99.969QZ7052.7936980缓终纵标 Yh1.851JD7053.0876990内移值 p0.463缓桩计算7000切线增值 q49.995JD7053.0877010缓线长弦 Ch99.986ZH6913.4237013.423切尾加数 t50.041HY7013.423全切线长 Th139.664YH7092.080全曲线长 Lh278.656HZ7192.080外距Eh4.917QZ7052.752切曲差Dh0.671JD7053.087主曲线长L'78.656外距尾加数 e0.465切曲差尾加数 d0.082缓主切线交点Td66.667Tk33.343φ2β/32.122065932°7′19.4373333333329〃α≥2β则设缓线ZH--缓偏角法距离弦长006.576586.576581016.576581026.576581036.576581046.576581056.576581066.576581076.576581086.576581096.576583.42399.99958偏角0.004589120.029155380.074942310.14194990.230178140.339627040.470296610.622186830.795297710.989629251.06102406桩号7192.0800°0′16.52082150371900°1′44.95938167171800°4′29.79231517371700°8′31.01962200971600°13′48.6413021771500°20′22.6573556871400°28′13.0677825171300°37′19.8725826871200°47′43.0717561871100°59′22.6653030271001°3′39.6866083417092.08HZ--缓偏角法距离弦长002.079682.079681012.07971022.07971032.07971042.07971052.07971062.07971072.07971082.07971092.07977.9299.9997偏角0.00045890.01548250.05172670.10919150.18787710.28778320.40891010.55125760.71482580.89961461.06102620°0′1.652055289950°0′55.73683010510°3′6.215978253630°6′33.08949973540°11′16.3573945500°17′16.01966269910°24′32.07630418090°33′4.527318996160°42′53.37270714460°53′58.61246862651°3′39.69425165741桩号7013.42370207030704070507052.752HY-主曲线--偏角法距离弧长弧弦差006.576586.576580.0001016.576580.0001026.576580.0011036.576580.0032.75239.328580.003弦长6.57716.57626.57636.57439.325偏角0.209339060.527648950.845958841.164268731.25186762桩号7092.0800°12′33.620608970900°31′39.536218770800°50′45.451828570701°9′51.3674384070601°15′6.723414227052.752YH-主曲线--偏角法距离弧长弧弦差弦长002.079680412.079680410.0002.0801012.07968040.00012.0801022.07968040.00122.0791032.07968040.00232.0787.24839.32768040.00339.325偏角0.066198280.384508180.702818071.021127961.251838970°3′58.31382426751620°23′4.22943407637540°42′10.1450438852351°1′16.06065369409431°15′6.62028768350836626991527〃3041809913〃1899616367〃7071446698〃4686265089〃516574113〃138242675162〃2294340763754〃.1450438852351〃0606536940943〃62028768350837〃