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[资料]视准轴误差影响的检定及其校正
作者:成都新瑞测绘  来源:苏州一光  浏览:1559次  更新:2009/10/27 11:31:24

视准轴误差是指视准轴与水平轴的不正交误差,在望远镜的安装过程中容易出现这种误差,视准轴误差主要影响水平方向观测值。
    1.影响:如图所示,设OA为正确的视准轴,ABDC组成的面为水平面,垂直角α为0时,实际视准轴应为OC,则有∠AOC=C,当视准轴旋转时才会形成一个OO′为轴线、ON为母线、锥角为(180°-2C)的圆锥,其锥底面为CND,而圆AMB则为以O为圆心大小、与CND一样的圆。当垂角为α时,N点在水平面上投影为P,则MP⊥CO′、∠NOP=α、∠MON=C、∠AOP=△C。
则有:ON*cos∠NOP*sin∠HOP=HP=MN=ON*sin∠MON
即:cosα*sin△C=sinC
又:△C,C均很小,sin△C≈△C,sinC≈C
得:cosα△C=C,即△C=C/ cosα
即当视准轴与水平轴不正交的误差为C,仪器照准某目标的高度角为α时,视准轴误差对水平方向观测值的影响值△C=C/ cosα,由上式可以看出,△C的大小不仅与视准差C的大小有关,还与观测目标的垂直角α有关。
    当仪器处于I(盘左)位置,有误差的视准轴居于正确视准轴之右侧,则I面照准目标的水平方向观测值经改正后为:L1=L-△C,式中L1为改正后的I面位置水平方向值,L为I面水平方向观测值。与此类似,R1=R+△C,其中R、R1分别为Ⅱ(盘右)照准目标二水平方向观测值和改正后的值。取I和Ⅱ面观测值中数,有水平方向观测值:
1/2(L1+R1±180°)=1/2(L-△C+R+△C±180°)=1/2(L+R+180°)
    由上式可以看出,以I面、Ⅱ面观测值之中数作为目标水平方向观测值时,视准轴误差是可以消除其影响的,但这是在水平轴,垂直度盘等安装完好的情况下的结果。在其它部件安装不是标准的情况下,视准轴误差仍会带来影响,因此要竭力消除此误差。
   同时,我们还可以得到2△C=L-R±180°,当α=0时,C=△C,则有2C=L-R±180°,由上式可以看出,对某一水平目标观测,通过I面观测值减去Ⅱ面观测值的方法可以测出仪器的二倍视准 差2C。
   二.检查
   1.将仪器固定在校正台上并精密整平
   2.将仪器开机并正镜(盘左)照准平行光管无穷远目标,水平度盘读数为HC
   3.将仪器倒镜(盘右)照准平行光管无穷远目标,水平度盘读数HR。
   4.计算C=1/2[(HC-HR)±180°] 
   5.如果C>9〝,则需进行校正,否则无需校正。
   三、校正
   1.将仪器望远镜与目镜之间的护盖逆时针拧开;
   2.将仪器固定于校正台上并精密整平;
   3.先将仪器正镜(盘左)照准平行光管无穷远目标,记录下水平度盘读数HC,将仪器倒镜(盘右)照准平行光管无穷远目标,记录水平度盘读数HR,并根据C=1/2[(HC-HR)±180°]计算C值。
   4.在倒镜位置旋转水平微动手轮,使水平度盘的读数显示变化C/2,此时通过仪器望远镜看平行光管中无穷远目标,会发现有微量的偏移,即C/2。
   5.用校正针调整水平方向的两个调整螺钉,使望远镜分划极发生微量的移动并与平行光管无穷远目标重合。
   6.重新进行C的检查程序,如C值仍超出规定值,则重复以上校正步骤。
   特别要注意的是,用校正针调整时,每次调整量不能很大,且水平方向上的两个调整螺钉的松紧程度是相当的,否则时间一长,分划板很容易发生移动,从而引起C值的变化,因此,隔一定时间也需进行照准轴误差C的校正。
 

 

 

 

 

 

Collimation axis error refers to the collimation axis and the horizontal axis of non-orthogonal error during installation of the telescope prone to such errors, depending on the level of quasi-axis error mainly affects the direction of observation.
     1. Impact: As shown, set the correct collimation OA axis, ABDC surface is composed of horizontal, vertical angle α is 0, the actual collimation axis should be OC, there ∠ AOC = C, when the visual only when the quasi-axis to form a OO 'as the axis, ON for the bus, cone angle (180 °-2C) of the cone, the cone bottom of the CND, while the circle with O as the center of a circle AMB compared with the size, the same as with the CND circle. When the vertical angle, when α, N-point in the horizontal plane projection of P, then the MP ⊥ CO ', ∠ NOP = α, ∠ MON = C, ∠ AOP = △ C.
There are: ON * cos ∠ NOP * sin ∠ HOP = HP = MN = ON * sin ∠ MON
Namely: cosα * sin △ C = sinC
Also: △ C, C are very small, sin △ C ≈ △ C, sinC ≈ C
Was: cosα △ C = C, that is, △ C = C / cosα
That is, when collimation axis and the horizontal axis is not orthogonal error of C, instrument awarded a goal when the altitude angle of α, depending on the horizontal axis error on the observed values of the value of △ C = C / cosα, from last type can be be seen, △ C depending on the size of the quasi-difference not only with the size of C, but also with the observation target on the vertical angle α.
     When the equipment is in I (disc left) position, there is error of collimation axis collimation axis of living in the right side of the right, then I awarded goal of horizontal surface observations corrected after: L1 = L-△ C, where L1 for the correct position after the horizontal direction I face value, L for the horizontal I surface observations. Similarly, R1 = R + △ C, where R, R1, respectively Ⅱ (plate right) awarded two horizontal objectives of the observed values and corrected values. Take I and Ⅱ in the number of surface observations, there are observed values of the horizontal direction:
1 / 2 (L1 + R1 ± 180 °) = 1 / 2 (L-△ C + R + △ C ± 180 °) = 1 / 2 (L + R +180 °)
     As can be seen from the above equation in order to I face, Ⅱ surface observations into a few observations as a target value of the horizontal direction, depending on the quasi-axis error can be eliminated its impact, but it is in the horizontal axis, vertical installation of well-dial, etc. results of the case. In other parts to install than the standard case, the collimation axis error will continue to impact, and therefore do everything to remove this error.
    At the same time, we can get 2 △ C = LR ± 180 °, while for α = 0, C = △ C, there were 2C = LR ± 180 °, can be seen from the above equation, the objective of observing a certain level, through the I observed value minus the face value of the method Ⅱ surface observation instruments can be measured twice as bad as the quasi-2C.
    2. Check
    1. Will be fixed to the calibration equipment, and precision leveling table
    2. The machines turned on and are mirror (disk left) awarded collimator infinity objectives, level of dial reading as the HC
    3. The apparatus inverted microscope (plate right) awarded collimator infinity objectives, level of dial readings of HR.
    4. Calculations C = 1 / 2 [(HC-HR) ± 180 °]
    5. If C> 9 ", Zexu calibrated, otherwise no correction.
    3, calibration
    1. The instrument between the telescope and the eyepiece counter-clockwise twist of the cover to open;
    2. Will be fixed on the calibration equipment, and precision leveling table;
    3. First instrument is mirror (disk left) awarded collimator infinity objectives, record the dial readings of the level of HC, the instrument inverted microscope (set right) awarded collimator infinity objectives, record levels of dial readings of HR, and in accordance with C = 1 / 2 [(HC-HR) ± 180 °] calculated C values.
    4. In the inverted position of rotating mirror the level of micro-hands-round, so that the level of dial readings show changes in C / 2, this time looking through the telescope instrument in infinity collimator objective, you will find a small amount of offset, that is C / 2 .
    5. With the correction to adjust the horizontal 2-pin adjustment screw, so that the telescope partition very small amount of movement took place and with the goal of collimator infinity coincide.
    6. C, re-inspection procedures, such as the C value is still exceeded the specified value, then repeat the above calibration steps.
    In particular, note that, with correct needle adjustment, the amount of each of the adjustments can not be great, and the horizontal adjustment screw on the two is very tight or too loose, otherwise over time, partition panels are prone to movement, and thus C values caused by the change, therefore, also need to repeat it at a certain time awarded to C-axis error correction.
 
 
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