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Z1=22mn=1.5αn=200.34906585han*=1cn*=0.25a'=54.5xn1=Z2=44β=280.48869xn2=Z∑=66mt=1.6988551αt=22.40250.3909978hat*=0.8829476ct*=0.2207369xt1=-0.058xt2=cosβ=cosαt=βb=βa1=βa2=18.0048315αat1=αat2=37.374812半径18.687474.7496233半径37.37534.55410717.277169.108213134.5541.26063250.0367824939.89607740.220.174.823188375.1537.575齿顶倒角0.28.18742093.59669336.912986910.900364810.07197314.761244833.40161924.476310210.27197334.06487835.747045.8719.4666431.775.871.770048434.73496622126.544节圆直径=终测展开长度gaB1=终测展开角度ψaB1=终评展开角度ψaB1=起评展开角度ψaA1=终评展开长度gaB1=齿形起始点曲率半径ρ1=端面啮合角αt'=2.0845522端面啮合线长L1,2=齿顶圆直径da1=起评展开长度gaA1=-1.041478339△yn=0.0935783390.31424359齿顶高变动系数△yt=0.082624770.489100052分度圆直径d2=0.8829475930.9245292480.45688969中心距变动系数yt=yn=未变位时中心距a=56.06221751-0.91957079326.177850950.51623854929.57829006起测展开角度ψaA2=28.023368710.53639827830.73335748基圆直径db2=齿顶高ha2=0.403725993终测展开长度gaB2=终测展开角度ψaB2=齿顶圆直径da2=端面齿廓的最小曲率半径ρ1min=6.57382386齿形起始点曲率半径ρ2=起测展开长度gaA2=23.1317955起测展开角度ψa=2.084552162invαt=invαt'=分度圆直径d1=基圆直径db1=齿顶高ha1=0.0107693360.021223988任意长度转换为直径=长度转换为角度=角度转换为长度=-0.066-0.8819-0.778671482116.17Z1=17mn=1.75αn=200.34906585han*=1cn*=0.25a'=74.5xn1=Z2=69β=00xn2=Z∑=86mt=1.75αt=200.34906585hat*=1ct*=0.25xt1=0.326xt2=cosβ=cosαt=βb=βa1=βa2=18.3497256αat1=αat2=29.75半径14.875120.75半径60.37527.95585513.9779113.46788456.7342.29150.429534.33334.317.15121.609121.660.8齿顶倒角0.28.34390632.43029086.52930913.65087329.736802121.860920139.91132922.07740959.936802140.73113329.4534883.5914.7154755.98.11.97608328.2338355721.07284543起测展开角度ψa=1.592895831invαt=invαt'=分度圆直径d1=基圆直径db1=齿顶高ha1=0.0114183270.014904384终测展开长度gaB2=终测展开角度ψaB2=齿顶圆直径da2=端面齿廓的最小曲率半径ρ1min=13.5170138齿形起始点曲率半径ρ2=起测展开长度gaA2=000起测展开角度ψaA2=00.61799893135.40873047基圆直径db2=齿顶高ha2=0.367790536未变位时中心距a=75.25-0.428571429-0.4285714290分度圆直径d2=10.9396926210△yn=0.0165714290.320263129齿顶高变动系数△yt=0.016571429中心距变动系数yt=yn=齿形起始点曲率半径ρ1=端面啮合角αt'=1.5928958端面啮合线长L1,2=齿顶圆直径da1=起评展开长度gaA1=节圆直径=终测展开长度gaB1=终测展开角度ψaB1=终评展开角度ψaB1=起评展开角度ψaA1=终评展开长度gaB1=任意长度转换为直径=长度转换为角度=角度转换为长度=公司齿形图评判起点(长度)对应公司齿形评判起点(角度)富川实际评判起点0.326-0.738-0.738
本文标题:渐开线起评起测计算
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