CN103644891B - The measuring method of top of ultrahigh column absolute altitude - Google Patents
The measuring method of top of ultrahigh column absolute altitude Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- ultrahigh
- column
- point
- total powerstation
- tan
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
Landscapes
- 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
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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310624079.0A CN103644891B (en) | 2013-11-26 | 2013-11-26 | The measuring method of top of ultrahigh column absolute altitude |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310624079.0A CN103644891B (en) | 2013-11-26 | 2013-11-26 | The measuring method of top of ultrahigh column absolute altitude |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103644891A CN103644891A (en) | 2014-03-19 |
CN103644891B true CN103644891B (en) | 2016-08-17 |
Family
ID=50250143
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310624079.0A Active CN103644891B (en) | 2013-11-26 | 2013-11-26 | The measuring method of top of ultrahigh column absolute altitude |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103644891B (en) |
Families Citing this family (3)
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 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101140164A (en) * | 2007-09-10 | 2008-03-12 | 唐发志 | All-station instrument accurate measurement height method |
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 |
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 |
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 |
-
2013
- 2013-11-26 CN CN201310624079.0A patent/CN103644891B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Non-Patent Citations (4)
Title |
---|
全站仪井下三角高程测量新方法;薛志胜;《产业与科技论坛》;20121231;第11卷(第24期);第55-56页 * |
全站仪在超高层建筑测量中的应用;聂长虹 等;《建筑施工》;19981231;第20卷(第6期);第39-40页 * |
浅谈全站仪在高层建筑施工测量中的特点及应用;潘伦渊;《勘察、测绘与测试技术》;20070930;第280-281页 * |
超高层建筑施工测量控制***的建立与实施;张具林 等;《施工技术》;20130331;第42卷(第5期);第107-110页 * |
Also Published As
Publication number | Publication date |
---|---|
CN103644891A (en) | 2014-03-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103644891B (en) | The measuring method of top of ultrahigh column absolute altitude | |
CN204024092U (en) | Novel shaped steel post locating component | |
CN104280020A (en) | Method for measuring perpendicularity of vertical building | |
CN204059327U (en) | The stratum deformation monitoring device in precipitation region | |
MY166248A (en) | Method and device for producing and measuring a borehole | |
CN204881469U (en) | A device for detecting shoulder hole degree of depth size | |
CN204297967U (en) | Electric block semi-goliath crane | |
CN103743386B (en) | A kind of annular horizontal rule | |
CN203100634U (en) | Slewing bearing rolling path contact angle and ball center height detection device | |
CN204298697U (en) | A kind of crane runway backing plate levelling gear | |
CN205209423U (en) | Device of monitoring building vertical deformation seam deflection | |
CN205023793U (en) | Boring desk -top lift in tunnel | |
CN203938396U (en) | A kind of engineering hanging device | |
CN204385786U (en) | Multi-functional prestressed concrete pipe pile antibending shear resistance system | |
CN206800401U (en) | Cast-in-place pile casing positions and operating platform integrated apparatus | |
CN204311764U (en) | Bridge strut bolt embedment fixed mould | |
CN205840511U (en) | A kind of adjustable machinery fence | |
CN204177369U (en) | A kind of diaphragm wall top, subway station horizontal displacement monitoring forced centering observation device | |
CN203116744U (en) | Forced centering chassis for measurement | |
CN203881359U (en) | Protective device used for underground transformer station construction displacement monitoring sensor | |
CN204165556U (en) | A kind of multi-function magnetic absorption right angle turns chi | |
CN203530219U (en) | Fast pay-off device for coke oven masonry | |
CN204101036U (en) | A kind of indium steel ruler foot pin of improvement | |
CN203236092U (en) | Metal cutting tool toppling prevention safety protection device | |
CN202928561U (en) | Vertical shaft induction height survey device of total station |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |