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Analysis of the form vault temple bearing by the laser apparatus LEICA TCR 305

机译:激光设备LEICA TCR 305对拱顶模板支撑的分析

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As an object of mapping we choosed some of churches as an object of mapping. Ve determined the aisle of Rozalia church in Ko?ice by means using the apparatus Leica TCR 305. The oblique transverse profile was measured. Making use horizontal and vertical lenght components we selected those that defined the beggining, course and the end of the oblique ceilling arch. On the basis of five paired data into a rectangular coordinate system of the vertical plane with the begining in the point of arch origin. The coordinate xi defined the stationing and the coordinate yi defined the height, resp. the superelevation from the apparatus horizont to the arch points securing that the whole course of the arch is retained regularly. First we considered the possibility of circle. The aisle of Rozalia church in Ko?ice. We determined different radiuses using connecting lines of selected points (cords), however it is not important, for the arch. Therefore we considered the solution of the arch shape through a parabola. The comparison of results was realized by the mathematic-statistical methods. Parameters of regression were calculated by the method of least squares .We tried to analyze the curve of this arch using also the method of mathematically defined second grade, curves , namely circles and elipses.
机译:作为映射的对象,我们选择了一些教堂作为映射的对象。 Ve使用Leica TCR 305仪器确定了科希策的Rozalia教堂的过道。测量了倾斜的横向轮廓。通过使用水平和垂直长度分量,我们选择了定义斜吊顶拱的开始,走向和末端的组件。基于五个成对的数据,以垂直平面的直角坐标系为起点,以圆弧原点为起点。坐标xi定义了定位,坐标yi定义了高度resp。从设备水平线到拱形点的超高,确保拱形的整个过程都保持规律。首先我们考虑了循环的可能性。 Košice的Rozalia教堂的过道。我们使用选定点(线)的连接线确定了不同的半径,但是对于拱形来说并不重要。因此,我们考虑了通过抛物线来解决拱形的问题。结果的比较是通过数理统计方法实现的。通过最小二乘法计算回归参数。我们还尝试使用数学上定义的第二级曲线(即圆和椭圆)分析此拱的曲线。

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