CN106285627A - The Contact triangle measurement method that a kind of down-hole adjacent wires is obstructed - Google Patents
The Contact triangle measurement method that a kind of down-hole adjacent wires is obstructed Download PDFInfo
- Publication number
- CN106285627A CN106285627A CN201610773743.1A CN201610773743A CN106285627A CN 106285627 A CN106285627 A CN 106285627A CN 201610773743 A CN201610773743 A CN 201610773743A CN 106285627 A CN106285627 A CN 106285627A
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- Prior art keywords
- point
- junction point
- coordinate
- azimuth
- points
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
- E21B47/007—Measuring stresses in a pipe string or casing
Abstract
The invention discloses the Contact triangle measurement method that down-hole adjacent wires is obstructed, comprise the following steps: 1) junction point will be increased between two known lead points of not intervisibility, make junction point and two known points form the triangle with junction point as summit;2) junction point and the horizontal range of two known points, junction point and the angle of two known point lines are measured;3) extrapolating two other acute angle by sine, go out the azimuth of two known points according to the coordinate figure inverse of two known points, thus the azimuth of junction point is extrapolated at azimuth;4) according to the orientation of known point to junction point, the coordinate of distance and known point extrapolates the coordinate of junction point, extrapolated another known point coordinate by the azimuth-range of the coordinate of junction point and junction point to another known point again to check, then precision estimation is carried out, if meet engineering construction requirement.The present invention solves two-point measurement and the method for coordinates computed of not intervisibility in undershaft traverse survey.
Description
Technical field
The invention belongs to mining survey technical field, the triangle contact particularly relating to a kind of down-hole adjacent wires obstructed is surveyed
Mensuration.
Background technology
Mining survey is different from other surveying, especially underworkings as an independent subject and measures, and wire is surveyed
Amount is its uniqueness, and therefore the continuity at control point becomes the characteristic that underground construction controls.
Along with increase and the improvement of mining methods of this mine life, the coming off of control point, people in old tunnel
Destruction to back control point at the bottom of work vacation, causes the seriality of wire to be destroyed, and leverages and measures opening of work
Exhibition.
Mine construction follows limit mining, the principle of limit mine locating substantially, measures control point and is once destroyed, and integrated wire net is extensive
Get up again extremely difficult.
Along with the development of science and technology, mining methods there has also been the biggest improvement, in order to obtain most ore deposits as far as possible
Amount and safer mining mode, mine uses advanced " Man-made False is without ore pillar filling " mining methods, this method pair
Production and safety efficiency significantly improves.But this method is the biggest to the destruction of SURVEYING CONTROL NETWORK, and Controling network is owing to wanting along the pulse
Do " Man-made False " tunnel topside control sites the most destroyed, therefore make traverse net disconnect and cannot use, at underworkings (especially
Old tunnel) measurement in, often encounter situations below: traverse point is destroyed, drop or wire that roadway support causes
The situation of point not intervisibility occurs.In the recent period, along with the development of science and technology, mining methods have had the biggest improvement, in order to not lose
Ore deposit is measured and creates safer mining environment, and mine have employed " Man-made False is without ore pillar filling " mining methods of advanced person, this
The efficiency of production and safety is obviously improved by the method for kind, but owing to false top is made at top, drift by this method, therefore to setting
Put and destroy serious at the measurement control point at top, tunnel, later measurement and other work using control point are produced disadvantageous
Impact.
Summary of the invention
For solving the problems referred to above present in prior art and practical situation, the invention provides a kind of down-hole adjacent wires
Obstructed Contact triangle measurement method, comprises the following steps:
1) junction point will be increased between two known lead points of not intervisibility, make junction point and two known points be formed with even
Contact is the triangle on summit;
2) junction point and the horizontal range of two known points, junction point and the angle of two known point lines are measured;
3) extrapolate two other acute angle by sine, be allowed to meet angle sum of a triangle through adjustment and be equal to 180 °, then
Coordinate figure inverse according to two known points goes out the azimuth of two known points, and thus the orientation of junction point is extrapolated at azimuth
Angle;
4) coordinate of junction point is extrapolated according to the coordinate of the orientation of known point to junction point, distance and known point, then by connecting
The coordinate of point and junction point are extrapolated another known point coordinate to the azimuth-range of another known point and are checked, then
Carry out precision estimation, if meet engineering construction requirement.
The present invention uses succinctly and method accurately, does not affect production.As the workshop of 2000 tons of Ores of daily output,
The utilization rate in its tunnel is the highest, can effectively be reduced the time taking tunnel because of measurement by the method, and
Can quickly solve the progress of underground construction, also mitigate the workload of down-hole mapping worker simultaneously.
The inventive method is used only to need within about 1 hour, just to complete conventional 12 workaday measurement workloads.This
Kind of method not only solves the labor intensity problem of mapping worker but also improves construction and the efficiency produced, and reduce because of
Measure and take the time in tunnel, meet the mapping requirement of " technically feasible, precision to allow, reasonable in economy ".
Accompanying drawing explanation
Fig. 1 is the plane measured drawing of the obstructed Contact triangle measurement method of the down-hole adjacent wires of the embodiment of the present invention.
Detailed description of the invention
Technical solution of the present invention is discussed in detail below in conjunction with the accompanying drawings.
Embodiment of the invention discloses that the Contact triangle measurement method that a kind of down-hole adjacent wires is obstructed, including following step
Rapid:
1) junction point will be increased between two known lead points of not intervisibility, make junction point and two known points be formed with even
Contact is the triangle on summit;
2) junction point and the horizontal range of two known points, junction point and the angle of two known point lines are measured;
3) extrapolate two other acute angle by sine, be allowed to meet angle sum of a triangle through adjustment and be equal to 180 °, then
Coordinate figure inverse according to two known points goes out the azimuth of two known points, and thus the orientation of junction point is extrapolated at azimuth
Angle;
4) coordinate of junction point is extrapolated according to the coordinate of the orientation of known point to junction point, distance and known point, then by connecting
The coordinate of point and junction point are extrapolated another known point coordinate to the azimuth-range of another known point and are checked, then
Carry out precision estimation, if meet engineering construction requirement.
Illustrate as a example by the gallery measured drawing of stage casing section, km well mining area 725 below:
Step one: as it is shown in figure 1,27' to No. 29 point is known point in figure, and not intervisibility;Unknown point is arranged between these 2
B so that 27'-B, 29-B intervisibility, forms triangulation chain.
Step 2: unknown point B in measured drawing and the angle β angle of two known point lines, actual quantities B-27' and the water of B-29
Flat distance, table 1 is surveying record table.
Table 1 surveying record table
Step 3: extrapolate two acute angles by sine, is allowed to meet angle sum of a triangle through adjustment and is equal to 180 °, then
Coordinate figure inverse according to two known points goes out the azimuth of two known points, and thus the orientation of " unknown point " is extrapolated at azimuth
Angle.
F is known: 27', 29 be known point, and B is unknown point.
F 27' point coordinates: (x=5633.639 y=4850.495)
F 29 point coordinates: (x=5642.174 y=4876.538)
f ∠β=162°05′29″
f L27'-29=27.406 L27'-B=24.766 LB-29=2.752
F is according to the law of sines:
F sin α=LB-29 × sin β/L27'-29
f ∠α=1°46′10″
F sin γ=L27'-B × sin β/L27'-29
f ∠γ=16°08′01″
F angular adjustment
+ 16 ° 08 ' 01, f alpha+beta+γ=1 ° 46 ' 10 "+162 ° 05 ' 29 " "=179 ° 59 ' 40 "
F=179 ° 59 ' 40 "-180 °=-0 ° 00 ' 20 "
F α=1 ° 46 ' 10 "+0 ° 00 ' 05 "=1 ° 46 ' 15 "
F β=162 ° 05 ' 29 "+0 ° 00 ' 10 "=162 ° 05 ' 39 "
F γ=16 ° 08 ' 01 "+0 ° 00 ' 05 "=16 ° 08 ' 06 "
Step 4: extrapolate the coordinate of junction point according to the coordinate of the orientation of known point to junction point, distance and known point, then by
The coordinate of junction point and junction point are extrapolated another known point coordinate to the azimuth-range of another known point and are checked,
Then precision estimation is carried out, if meet engineering construction requirement.Through accuracy computation, by the coordinate figure after actual measurement and former coordinate figure
Contrast, meet required precision.
F Δ x=5633.640-5633.639=0.001m
F Δ y=4850.502-4850.495=0.007m
f Fx=Δx/L27'-29=1/24000
f Fy=Δy/L27'-29=1/3500
More than f is satisfied by engineering construction specifications of surveys requirement.
The present invention solves two-point measurement and the method for coordinates computed of not intervisibility in undershaft traverse survey.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention,
Although being described in detail the present invention with reference to previous embodiment, for a person skilled in the art, it still may be used
So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent.
All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's
Within protection domain.
Claims (1)
1. the Contact triangle measurement method that a down-hole adjacent wires is obstructed, it is characterised in that comprise the following steps:
1) junction point will be increased between two known lead points of not intervisibility, make junction point and two known points be formed with even
Contact is the triangle on summit;
2) junction point and the horizontal range of two known points, junction point and the angle of two known point lines are measured;
3) extrapolate two other acute angle by sine, be allowed to meet angle sum of a triangle through adjustment and be equal to 180 °, then
Coordinate figure inverse according to two known points goes out the azimuth of two known points, and thus the orientation of junction point is extrapolated at azimuth
Angle;
4) coordinate of junction point is extrapolated according to the coordinate of the orientation of known point to junction point, distance and known point, then by connecting
The coordinate of point and junction point are extrapolated another known point coordinate to the azimuth-range of another known point and are checked, then
Carry out precision estimation, if meet engineering construction requirement.
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CN201610773743.1A CN106285627A (en) | 2016-08-31 | 2016-08-31 | The Contact triangle measurement method that a kind of down-hole adjacent wires is obstructed |
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CN201610773743.1A CN106285627A (en) | 2016-08-31 | 2016-08-31 | The Contact triangle measurement method that a kind of down-hole adjacent wires is obstructed |
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CN106285627A true CN106285627A (en) | 2017-01-04 |
Family
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CN201610773743.1A Pending CN106285627A (en) | 2016-08-31 | 2016-08-31 | The Contact triangle measurement method that a kind of down-hole adjacent wires is obstructed |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111928828A (en) * | 2020-07-02 | 2020-11-13 | 甘肃酒钢集团宏兴钢铁股份有限公司 | Method for quickly calibrating center line and waist line of underground curve |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6128501A (en) * | 1995-12-04 | 2000-10-03 | Symmetricom, Inc. | Mobile position determination with error correction utilizing cellular networks |
CN102589496A (en) * | 2012-03-07 | 2012-07-18 | 中冶建工集团有限公司 | Panel control measurement method based on sine and cosine theorem algorithms |
CN102628688A (en) * | 2012-03-28 | 2012-08-08 | 天津二十冶建设有限公司 | Method for performing engineering measurement by method for solving triangle by sine rule |
CN103196417A (en) * | 2013-03-18 | 2013-07-10 | 中国建筑土木建设有限公司 | Method for directionally measuring vertical well by double-connection triangle |
CN104199802A (en) * | 2014-08-29 | 2014-12-10 | 天津二十冶建设有限公司 | Engineering measurement method based on method for solving triangle through sine theorem |
-
2016
- 2016-08-31 CN CN201610773743.1A patent/CN106285627A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6128501A (en) * | 1995-12-04 | 2000-10-03 | Symmetricom, Inc. | Mobile position determination with error correction utilizing cellular networks |
CN102589496A (en) * | 2012-03-07 | 2012-07-18 | 中冶建工集团有限公司 | Panel control measurement method based on sine and cosine theorem algorithms |
CN102628688A (en) * | 2012-03-28 | 2012-08-08 | 天津二十冶建设有限公司 | Method for performing engineering measurement by method for solving triangle by sine rule |
CN103196417A (en) * | 2013-03-18 | 2013-07-10 | 中国建筑土木建设有限公司 | Method for directionally measuring vertical well by double-connection triangle |
CN104199802A (en) * | 2014-08-29 | 2014-12-10 | 天津二十冶建设有限公司 | Engineering measurement method based on method for solving triangle through sine theorem |
Non-Patent Citations (1)
Title |
---|
张义,韩克强: "一井定向测量的内业平差计算方法", 《采矿技术》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111928828A (en) * | 2020-07-02 | 2020-11-13 | 甘肃酒钢集团宏兴钢铁股份有限公司 | Method for quickly calibrating center line and waist line of underground curve |
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