CN103644891B - The measuring method of top of ultrahigh column absolute altitude - Google Patents

The measuring method of top of ultrahigh column absolute altitude Download PDF

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Publication number
CN103644891B
CN103644891B CN201310624079.0A CN201310624079A CN103644891B CN 103644891 B CN103644891 B CN 103644891B CN 201310624079 A CN201310624079 A CN 201310624079A CN 103644891 B CN103644891 B CN 103644891B
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ultrahigh
column
point
total powerstation
tan
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CN103644891A (en
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于旺
李平旺
刘学民
张树根
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MCC Tiangong Group Corp Ltd
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MCC Tiangong Group Corp Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Length-Measuring Instruments Using Mechanical Means (AREA)

Abstract

The present invention relates to the measuring method of a kind of top of ultrahigh column absolute altitude, its step: (1), on ultrahigh column sidewall, measure a relief h;(2), there is the side distance controlling in the axial direction of relief h to set up total powerstation at the A point of ultrahigh column height 1.5 times in ultrahigh column;(3), measuring S1 distance bottom ultrahigh column along total powerstation direction determining B point, S1 controls at 0.2m 0.5m, sets up prism, measure horizontal range S at B point;(4), use total powerstation observation mark high point h, and record vertical angle α 1, record vertical angle α 2;, elevation of top H=h+tan α 2 × (S1+S) ± tan α 1 × (S1+S) of ultrahigh column, top of ultrahigh column level measurement is complete.Present invention reduces the working time, reduce work risk.And ensure that certainty of measurement, from the point of view of the angle saved, the present invention is the security context that engineering economy manpower and materials also improve work.

Description

The measuring method of top of ultrahigh column absolute altitude
Technical field
The invention belongs to measuring method field, the measurement side of a kind of top of ultrahigh column absolute altitude Method.
Background technology
At present, the more large space that trends towards of public building, Suresh Kumar.Present large-scale ultrahigh column is very Common and play main support effect between floors, whether the top mark height of pillar reaches to design requirement Aobvious is particularly important.How the absolute altitude of height top of ultrahigh column more than 10 meters is carried out accurately Measure, be a kind of relatively difficult thing.The method that the top mark of measurement ultrahigh column was high in the past is main It is by adding after measuring the end absolute altitude of pillar that the physical length of pillar determines, or from pillar top Portion directly measures downwards to pillar elevation of bottom with steel ruler, and the top mark being determined pillar is high.These are two years old Planting measuring method and cannot react the elevation of top of pillar accurately, and take time and effort, danger compares Greatly.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, it is provided that a kind of top of ultrahigh column mark High measuring method, this measuring method is simple to operate, time saving and energy saving, and safety is high, can be effective Raising certainty of measurement and speed.
The present invention solves its technical problem and is achieved through the following technical solutions:
The measuring method of a kind of top of ultrahigh column absolute altitude, its cast is inverse to be comprised the steps: as method
(1) on ultrahigh column sidewall, measure the relief h of 0.5m or 1m;
(2), there is the side distance controlling in the axial direction of relief h in ultrahigh column in ultrahigh column Total powerstation is set up at the A point of highly 1.5 times;
(3), measuring S1 distance bottom ultrahigh column along total powerstation direction determining B point, S1 controls 0.2m-0.5m, at B point set up prism, with total station survey go out total powerstation to prism level away from From S;
(4), use total powerstation observation mark high point h, and record vertical angle α 1, keep the level of total powerstation Angle is constant, vertically upward observation pillar top, records vertical angle α 2;
, elevation of top H=h+tan α 2 × (S1+S) ± tan α 1 × (S1+S) of ultrahigh column, Top of ultrahigh column level measurement is complete.
Advantages of the present invention and having the beneficial effect that
Present invention reduces the working time, reduce work risk.And ensure that certainty of measurement, From the point of view of the angle saved, the present invention is the safety collar that engineering economy manpower and materials also improve work Border.
Accompanying drawing explanation
Fig. 1 is instrumentation plan of the present invention (relief h is higher than B point prism);
Fig. 2 is instrumentation plan of the present invention (relief h is less than B point prism).
Detailed description of the invention
Below by specific embodiment, the invention will be further described, and following example simply describe Property, it not determinate, it is impossible to limit protection scope of the present invention with this.
The measuring method of a kind of top of ultrahigh column absolute altitude, its cast is inverse to be comprised the steps: as method
(1) on ultrahigh column sidewall, measure the relief h of 0.5m or 1m;
(2), there is the side distance controlling in the axial direction of relief h in ultrahigh column in ultrahigh column Total powerstation is set up at the A point of highly 1.5 times;
(3), measuring S1 distance bottom ultrahigh column along total powerstation direction determining B point, S1 controls 0.2m-0.5m, at B point set up prism, with total station survey go out total powerstation to prism level away from From S;
(4), use total powerstation observation mark high point h, and record vertical angle α 1, keep the level of total powerstation Angle is constant, vertically upward observation pillar top, records vertical angle α 2;
, elevation of top H=h+tan α 2 × (S1+S) ± tan α 1 × (S1+S) of ultrahigh column, Top of ultrahigh column level measurement is complete.
The elevation of top of ultrahigh column when this specification accompanying drawing 1 is higher than B point prism for relief h H=h+tan α 2 × (S1+S)-tan α 1 × (S1+S).
The elevation of top of ultrahigh column when this specification accompanying drawing 2 is less than B point prism for relief h H=h+tan α 2 × (S1+S)+tan α 1 × (S1+S).

Claims (1)

1. the measuring method of a top of ultrahigh column absolute altitude, it is characterised in that: the method include as Lower step:
(1) on ultrahigh column sidewall, measure the relief h of 0.5m or 1m;Described ultrahigh column Refer to height pillar more than 10 meters;
(2) there is the side distance controlling in the axial direction of relief at ultrahigh column height in ultrahigh column Total powerstation is set up at the A point of 1.5 times;
(3) determining B point measuring S1 distance bottom ultrahigh column along total powerstation direction, S1 controls 0.2m-0.5m, at B point set up prism, with total station survey go out total powerstation to prism level away from From S;
(4) by total powerstation observation mark high point, and record vertical angle α 1, keep the horizontal angle of total powerstation not Become, vertically upward observation pillar top, record vertical angle α 2;
(5) elevation of top H=h+tan α 2 × (S1+S) ± tan α 1 × (S1+S) of ultrahigh column, Top of ultrahigh column level measurement is complete.
CN201310624079.0A 2013-11-26 2013-11-26 The measuring method of top of ultrahigh column absolute altitude Active CN103644891B (en)

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105066956A (en) * 2015-07-15 2015-11-18 国网冀北电力有限公司张家口供电公司 Method for accurately measuring height of high-tension line
CN105066886B (en) * 2015-07-31 2017-10-10 桂林理工大学 A kind of method for measuring total powerstation height
CN108106600A (en) * 2017-12-27 2018-06-01 上海传英信息技术有限公司 A kind of height difference computational methods and height difference computing system based on gyroscope

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CN101140164A (en) * 2007-09-10 2008-03-12 唐发志 All-station instrument accurate measurement height method
US8422032B2 (en) * 2007-09-24 2013-04-16 Leica Geosystems Ag Position determination method
JP5199898B2 (en) * 2009-01-09 2013-05-15 株式会社 ソキア・トプコン Surveying instrument
CN102147252A (en) * 2010-12-30 2011-08-10 中铁三局集团电务工程有限公司 Method for determining strut positions of contact network of special railway line for passenger traffic
CN102305617A (en) * 2011-08-09 2012-01-04 天津二十冶建设有限公司 Method for measuring elevation accurately by total station instrument in engineering
CN102419155A (en) * 2011-09-01 2012-04-18 中建三局第二建设工程有限责任公司 Concrete diameter construction survey control method for cooling tower and large-scale construction barrel
CN103308030A (en) * 2012-12-14 2013-09-18 北京市测绘设计研究院 High-precision automatic transmitting process method of super high-rise elevation

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