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Zero reading level measurement method and accurate adjustment structure for height of leveling instrument

A technology of elevation measurement and level instrument, which is applied in the direction of height/level measurement, measuring devices, instruments, etc., can solve the problems of increasing the difficulty of measurement and the great safety risk of surveyors, so as to avoid difficulty and unsafety, improve work efficiency, and accurately The effect of adjustment

Inactive Publication Date: 2012-02-22
THE FIRST ENG CO LTD OF CTCE GRP
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  • Application Information

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Problems solved by technology

[0002] There are many bridge projects across rivers or deep ditches in highway engineering, among which the leveling survey in the construction process of high piers is particularly important. At present, the methods of leveling surveys for high piers in our country include: level instrument inverted ruler method, ordinary total station triangulation Elevation method, direct measurement by GPS or direct measurement by using a long tape, these measurement methods all require surveyors to climb to the top of the high pier and set up a forward-looking leveling rod on the top of the high pier, which not only increases the cost of climbing the vertical ruler The resulting measurement difficulty also brings a greater safety risk to the measurement personnel

Method used

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  • Zero reading level measurement method and accurate adjustment structure for height of leveling instrument
  • Zero reading level measurement method and accurate adjustment structure for height of leveling instrument
  • Zero reading level measurement method and accurate adjustment structure for height of leveling instrument

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Embodiment Construction

[0018] see figure 1 , the zero-reading elevation measurement method in the present embodiment is to carry out as follows:

[0019] 1. Select a location equivalent to the top surface elevation of the measured component 22 to erect the level gauge 23 and the backsight leveling rod 21 respectively; Within the measurable range; the line-of-sight length difference between the level 23 and the measured component 22 and the backsight leveling rod 21 is not more than 1m;

[0020] 2. Accurately adjust the height of the level 23 so that the top surface of the measured component 22 is level with the height of the level marking wire in the level 23;

[0021] 3. Keep the adjusted height of the leveling instrument 23, turn the leveling instrument 23 towards the backsight leveling rod 21, and define the corresponding height position of the leveling mark wire in the leveling device 23 on the backsighting leveling rod 21 at this time as the backsight point A;

[0022] 4. Use the known leveli...

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Abstract

The invention discloses a zero reading level measurement method and an accurate adjustment structure for the height of a leveling instrument; the zero reading level measurement method is characterized by comprising the following steps of: in a measurement process, respectively erecting the leveling instrument and a rearview leveling staff at places which are equal to the elevation of the top surface of a measured constructional element; adjusting the height of the leveling instrument so that the top surface of the measured constructional element is flush with the height of a level mark silk thread in the leveling instrument; maintaining the height of the adjusted leveling instrument, defining the position of the corresponding height of the level mark silk thread in the leveling instrument on a rearview leveling staff as a viewpoint A; and measuring the elevation of the rearview point A on the rearview leveling staff by using a known leveling point B, wherein the elevation of the rearview point A is the elevation of the top surface of the measured constructional element. A fore-view leveling staff is not needed to be erected on the top surface of the measured constructional element, thereby being very effective for avoiding the difficulty and insecurity caused by ascending of levellers.

Description

technical field [0001] The invention relates to an elevation measurement method, more specifically, it is mainly used for elevation level measurement across rivers or deep ditches in highway engineering. Background technique [0002] There are many bridge projects across rivers or deep ditches in highway engineering, among which the leveling survey in the construction process of high piers is particularly important. At present, the methods of leveling surveys for high piers in our country include: level instrument inverted ruler method, ordinary total station triangulation Elevation method, direct measurement by GPS or direct measurement by using a long tape, these measurement methods all require surveyors to climb to the top of the high pier and set up a forward-looking leveling rod on the top of the high pier, which not only increases the cost of climbing the vertical ruler The resulting measurement difficulty also brings greater safety risks to the measurement personnel. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01C5/00
Inventor 张杰胜张宏斌刘武生方太平董上锋刘晓东米之银
Owner THE FIRST ENG CO LTD OF CTCE GRP
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