CN105066954A - Method for measuring height of theodolite - Google Patents

Method for measuring height of theodolite Download PDF

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Publication number
CN105066954A
CN105066954A CN201510464911.4A CN201510464911A CN105066954A CN 105066954 A CN105066954 A CN 105066954A CN 201510464911 A CN201510464911 A CN 201510464911A CN 105066954 A CN105066954 A CN 105066954A
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transit
point
theodolite
sopwith staff
refractive body
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CN105066954B (en
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董均贵
吕海波
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Guilin University of Technology
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Guilin University of Technology
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C3/00Measuring distances in line of sight; Optical rangefinders
    • G01C3/22Measuring distances in line of sight; Optical rangefinders using a parallactic triangle with variable angles and a base of fixed length at, near, or formed by the object

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  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Dental Tools And Instruments Or Auxiliary Dental Instruments (AREA)
  • Lenses (AREA)

Abstract

本发明公开了一种测量经纬仪高度的方法。该方法运用光的反射原理。将经纬仪在测量基点上对中整平后,在距测量基点一定距离处树立一把垂直塔尺,塔尺上放置一块反光体。通过反光体沿塔尺上下移动可以从经纬仪目镜中观测到基点在反光体中成的像,由光入射角与反射角相等关系和平行线间夹角关系可以求出经纬仪水平轴到基点的距离,即仪器高度。本发明原理简单明确、材料简单廉价、操作简便、精度高、易掌握、便于工程运用。

The invention discloses a method for measuring the height of a theodolite. This method uses the principle of reflection of light. After centering and leveling the theodolite on the measuring base point, set up a vertical tower ruler at a certain distance from the measuring base point, and place a reflective body on the tower ruler. The image formed by the base point in the reflector can be observed from the eyepiece of the theodolite by moving the reflector up and down the tower ruler, and the distance from the horizontal axis of the theodolite to the base point can be obtained from the equal relationship between the incident angle of light and the reflection angle and the angle relationship between parallel lines , that is, the height of the instrument. The invention has simple and clear principles, simple and cheap materials, simple and convenient operation, high precision, easy grasp and convenient engineering application.

Description

一种测量经纬仪高度的方法A method for measuring the height of theodolite

技术领域technical field

本发明属于工程测量技术领域,特别涉及一种测量经纬仪高度的方法。The invention belongs to the technical field of engineering survey, in particular to a method for measuring the height of a theodolite.

背景技术Background technique

目前测量经纬仪仪器高度的方法主要是用钢尺直接测量基点到经纬仪侧面的距离,再经过一定三角转化求出仪器高度。此方法测量误差较大,且人为因素影响大,不能满足工程测量高精度要求。The current method of measuring the height of the theodolite instrument is mainly to directly measure the distance from the base point to the side of the theodolite with a steel ruler, and then obtain the height of the instrument through certain triangular conversion. This method has a large measurement error and is greatly influenced by human factors, which cannot meet the high-precision requirements of engineering measurement.

发明内容Contents of the invention

本发明的目的是克服现有技术的不足,提供一种测量经纬仪高度的方法。The purpose of the invention is to overcome the deficiencies in the prior art and provide a method for measuring the height of the theodolite.

本发明的思路:运用光的反射原理,由光入射角与反射角相等关系和平行线间夹角关系能够求出经纬仪水平轴到基点的距离,即得出经纬仪高度。Thinking of the present invention: utilize the principle of reflection of light, can obtain the distance from the theodolite horizontal axis to the base point by the equal relationship between the incident angle of light and the reflection angle and the angle relationship between parallel lines, namely draw the theodolite height.

具体步骤为:The specific steps are:

将经纬仪置于测量时的基点D上方并对中整平,A点为经纬仪水平轴线与竖直轴线的交点,将带垂直水准气泡的塔尺立于距经纬仪0.95~1.05米的位置并调整至垂直,保持塔尺与经纬仪的竖直轴线平行,再将经纬仪调至水平,并标出经纬仪物镜十字丝横丝在塔尺上的投影线与塔尺的交点B,然后在塔尺上B点放一块直径10厘米的反光体,反光体从B点缓慢向下滑动,同时经纬仪视线随反光体缓慢向下移动,当经纬仪目镜中能够观测到D点在反光体中成的像时,反光体停止移动,调节经纬仪使物镜十字丝交点对准反光体中D点的像,固定经纬仪,拿走反光体,将此时物镜十字丝横丝在塔尺上的投影线与塔尺的交点C标出,用钢直尺量出B和C两点间的距离由光的反射原理可知,∠ACE=∠DCE=∠BAC,即为经纬仪的高度。Place the theodolite above the base point D of the measurement and level it in the center. Point A is the intersection point of the horizontal axis and the vertical axis of the theodolite. Stand the tower ruler with a vertical level bubble at a position 0.95 to 1.05 meters away from the theodolite and adjust it to Vertically, keep the tower ruler parallel to the vertical axis of the theodolite, then adjust the theodolite to the horizontal, and mark the intersection point B of the projection line of the cross wire of the theodolite objective lens on the tower ruler and the tower ruler, and then point B on the tower ruler Put a reflective body with a diameter of 10 cm, and the reflective body slides down slowly from point B. At the same time, the line of sight of theodolite moves down slowly with the reflective body. When the image formed by point D in the reflective body can be observed in the eyepiece of the theodolite, Stop moving, adjust the theodolite so that the intersection point of the crosshairs of the objective lens is aligned with the image of point D in the reflector, fix the theodolite, take away the reflector, and mark the intersection point C between the projection line of the crosshairs of the objective lens on the tower ruler and the tower ruler at this time Use a steel ruler to measure the distance between points B and C According to the principle of light reflection, ∠ACE=∠DCE=∠BAC, is the height of the theodolite.

本发明中使用的塔尺能够用其它可控垂直装置代替。The tower ruler used in the present invention can be replaced by other controllable vertical devices.

与现有技术相比,本发明的有益效果是:本发明原理简单明确、材料简单廉价、操作简便、精度高、易掌握、便于工程运用、易于大规模推广。Compared with the prior art, the beneficial effects of the present invention are: the principle of the present invention is simple and clear, the material is simple and cheap, the operation is simple, the precision is high, easy to grasp, convenient for engineering application, and easy for large-scale popularization.

附图说明Description of drawings

图1是本发明实施例中经纬仪平测示意图。Fig. 1 is a schematic diagram of the theodolite plane measurement in the embodiment of the present invention.

图2是本发明实施例中经纬仪斜测示意图。Fig. 2 is a schematic diagram of theodolite oblique measurement in the embodiment of the present invention.

图中标记:1-经纬仪;2-脚架;3-塔尺;4-平面镜。Marks in the figure: 1-theodolite; 2-foot stand; 3-tower ruler; 4-plane mirror.

具体实施方式Detailed ways

下面将结合具体实施例对本发明进行详细阐述,以使本发明的优点和特征能更易被本领域技术人员理解。The present invention will be described in detail below in conjunction with specific embodiments, so that the advantages and features of the present invention can be more easily understood by those skilled in the art.

实施例:Example:

请参阅图1、图2,本实施例的具体步骤为:Please refer to Fig. 1, Fig. 2, the specific steps of the present embodiment are:

将经纬仪1通过脚架2置于测量时的基点D上方并对中整平,A点为经纬仪1水平轴线与竖直轴线的交点,将带垂直水准气泡的塔尺3立于距经纬仪1一米的位置并调整至垂直,保持塔尺3与经纬仪1的竖直轴线平行,再将经纬仪1调至水平,并标出经纬仪1物镜十字丝横丝在塔尺3上的投影线与塔尺3的交点B,然后在塔尺3上B点放一块直径10厘米的平面镜4,平面镜4从B点缓慢向下滑动,同时经纬仪1视线随平面镜4缓慢向下移动,当经纬仪1目镜中能够观测到D点在平面镜4中成的像时,平面镜4停止移动,调节经纬仪1使物镜十字丝交点对准平面镜4中D点的像,固定经纬仪1,拿走平面镜4,将此时物镜十字丝横丝在塔尺3上的投影线与塔尺3的交点C标出,用钢直尺量出B和C两点间的距离由光的反射原理可知,∠ACE=∠DCE=∠BAC,即为经纬仪1的高度。Place the theodolite 1 above the base point D during measurement through the tripod 2 and level it in the center. Point A is the intersection point of the horizontal axis and the vertical axis of the theodolite 1. Stand the tower ruler 3 with a vertical level bubble on a distance from theodolite 1. The position of the meter is adjusted to be vertical, and the tower ruler 3 is kept parallel to the vertical axis of the theodolite 1, then the theodolite 1 is adjusted to the level, and the projection line and the tower ruler of the theodolite 1 objective lens reticle on the tower ruler 3 are marked. 3 intersection point B, then put a plane mirror 4 with a diameter of 10 cm at point B on the tower foot 3, the plane mirror 4 slowly slides downward from point B, and the line of sight of theodolite 1 moves downward slowly with the plane mirror 4, when the eyepiece of theodolite 1 can When observing the image formed by point D in the plane mirror 4, the plane mirror 4 stops moving, adjust the theodolite 1 so that the intersection point of the objective lens crosshairs is aligned with the image of the D point in the plane mirror 4, fix the theodolite 1, take away the plane mirror 4, and turn the object lens cross at this time Mark the intersection point C between the projection line of the wire and the horizontal wire on the tower ruler 3 and the tower ruler 3, and use a steel ruler to measure the distance between the two points B and C According to the principle of light reflection, ∠ACE=∠DCE=∠BAC, That is the height of theodolite 1.

Claims (2)

1. a method for surveyor's transit height, is characterized in that concrete steps are:
Also centering leveling above basic point D when transit being placed in measurement, A point is the intersection point of transit horizontal axis and vertical axis, the Sopwith staff of band vertical level bubble is stood on the position apart from 0.95 ~ 1.05 meter, transit and is adjusted to vertical, keep Sopwith staff parallel with the vertical axis of transit, again transit is adjusted to level, and mark the projection line of transit object lens crosshair horizontal hair on Sopwith staff and the intersection points B of Sopwith staff, then on Sopwith staff, B point puts the refractive body of one piece of diameter 10 centimetres, refractive body is from the slow slide downward of B point, transit sight line slowly moves down with refractive body simultaneously, when the picture that D point becomes in refractive body can be observed in transit eyepiece, refractive body stops mobile, transit is regulated to make object lens crosshair intersection point aim at the picture of D point in refractive body, fixing transit, take refractive body away, the intersection point C of projection line on Sopwith staff of now object lens crosshair horizontal hair and Sopwith staff is marked, the distance of B and C point-to-point transmission is measured with straight steel ruler from the principle of reflection of light, ∠ ACE=∠ DCE=∠ BAC, be the height of transit.
2. the method for surveyor's transit height as claimed in claim 1, is characterized in that other controlled vertical means of Sopwith staff replaces.
CN201510464911.4A 2015-07-31 2015-07-31 A kind of method of surveyor's transit height Active CN105066954B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106197390A (en) * 2016-09-18 2016-12-07 南通市测绘院有限公司 A kind of spheroid centre of sphere coordinate location device
CN108180892A (en) * 2018-02-07 2018-06-19 大连圣博尔测绘仪器科技有限公司 Composite level parametric measurement method
CN113124819A (en) * 2021-06-17 2021-07-16 中国空气动力研究与发展中心低速空气动力研究所 Monocular distance measuring method based on plane mirror
CN113156637A (en) * 2021-03-30 2021-07-23 王思辑 Height measuring sighting telescope capable of converting super-long height measurement into horizontal ground length measurement

Citations (2)

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Publication number Priority date Publication date Assignee Title
JP2003021687A (en) * 2001-07-06 2003-01-24 Digital Weather Platform Kk Method for weather forecasting for narrow area, method for distribution of weather forecast for narrow area, method for commodity sales promotion, weather forecasting device, and weather forecasting information providing system
CN101403613A (en) * 2008-10-30 2009-04-08 广州市设计院 Novel altimetric measurement methods

Patent Citations (2)

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Publication number Priority date Publication date Assignee Title
JP2003021687A (en) * 2001-07-06 2003-01-24 Digital Weather Platform Kk Method for weather forecasting for narrow area, method for distribution of weather forecast for narrow area, method for commodity sales promotion, weather forecasting device, and weather forecasting information providing system
CN101403613A (en) * 2008-10-30 2009-04-08 广州市设计院 Novel altimetric measurement methods

Non-Patent Citations (1)

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Title
陈雄等: "建筑物或构筑物顶部高程测量的一种方法", 《城市勘测》 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106197390A (en) * 2016-09-18 2016-12-07 南通市测绘院有限公司 A kind of spheroid centre of sphere coordinate location device
CN108180892A (en) * 2018-02-07 2018-06-19 大连圣博尔测绘仪器科技有限公司 Composite level parametric measurement method
CN113156637A (en) * 2021-03-30 2021-07-23 王思辑 Height measuring sighting telescope capable of converting super-long height measurement into horizontal ground length measurement
CN113124819A (en) * 2021-06-17 2021-07-16 中国空气动力研究与发展中心低速空气动力研究所 Monocular distance measuring method based on plane mirror

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