CN101319610B - Down-hole drilling direction ruler and fast orienting method for hole drilling - Google Patents
Down-hole drilling direction ruler and fast orienting method for hole drilling Download PDFInfo
- Publication number
- CN101319610B CN101319610B CN2008100229053A CN200810022905A CN101319610B CN 101319610 B CN101319610 B CN 101319610B CN 2008100229053 A CN2008100229053 A CN 2008100229053A CN 200810022905 A CN200810022905 A CN 200810022905A CN 101319610 B CN101319610 B CN 101319610B
- Authority
- CN
- China
- Prior art keywords
- hole drilling
- angle
- angle side
- degree
- drilling
- 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
Images
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Earth Drilling (AREA)
Abstract
The invention relates to an underground hole drilling location ruler and a quick orientation method for hole drilling, which is characterized in that a right-angle transparent triangular rule; one right-angle side of the triangular rule is 0 degree, and the other right-angle side is 90 degrees; the sloping side of the triangular rule is provided with scale from 0 degree to 90 degrees; in the quick orientation method for hole drilling, a set of datum lines which are vertical to the middle line of a lane on a horizontal projection plane are arranged in the lane or a roadway wall drilling field; the height of the datum lines is regulated, so that the lines intersect with a drill pipe at an intersection point on the same horizontal plane; the right-angle top point of the hole drilling location ruler is coincident with the intersection point: one right-angle side leans to the drill pipe, and the angles formed between the other right-angle side and the datum lines are the relative location angles for hole drilling. The invention is applicable in quick orientation for underground coal mine hole drilling and drill hole acceptance; the underground hole drilling location ruler is simple to be manufactured, with convenient operation in quick orientation for hole drilling and the orientation error less than 0.5 degree.
Description
Technical field
The present invention relates to the down-hole drilling orientation method in the coal mine operation.
Background technology
Gas pumping is one of important technique measure of the coal mine gas comprehensive regulation, particularly low air permeability coal seam highly gassy mine and coal and gas outburst mine, and when adopting along layer long drilled holes with the layer-through drilling mash gas extraction, a drill site often will arrange that more than 100 is holed.For a long time, down-hole drilling is directed checks and accepts to adopt methods such as circumferentor, transit and calculating with boring more, owing to receive the influence of tunnel steel lining material and rig, compass unwrapping wire method error is bigger; Transit and computing method need on ground, a large amount of calculating is carried out in the down-hole and measure setting-out work, and be not only loaded down with trivial details but also be awkward.
Summary of the invention
The present invention is for avoiding above-mentioned existing in prior technology weak point, a kind of down-hole drilling direction ruler simple and easy to operate, that precision is higher and boring fast orienting method made being provided.
Technical solution problem of the present invention adopts following technical scheme:
The design feature of down-hole drilling direction ruler of the present invention is that the transparent set square in right angle is set, and is 0 degree with a right-angle side of said set square, and another right-angle side is 90 jiaos, and the angle index of 0-90 is set on the hypotenuse of said set square.
The design feature of down-hole drilling direction ruler of the present invention is that said transparent set square is that transparent organic glass with 3~5mm is a material, and the angle index of 0-90 is to be scale unit with 1 degree on its hypotenuse.
The characteristics of down-hole drilling fast orienting method of the present invention are in the tunnel or lane group drill site is established one group of reference line vertical with the tunnel center line on horizontal plane; Regulate said reference line height and drilling rod and on same horizontal plane, intersect at an intersection point; The summit, right angle of bore direction chi is overlapped with said intersection point; The one right-angle side drilling rod that reclines, the angle of another right-angle side and reference line is the boring relative bearing.
Compare with orientation method with the directed utensil of existing boring, beneficial effect of the present invention is embodied in:
1, precision is high, and error has been avoided the bigger deviation of the directed generation of compass less than 0.5 °;
2, make simple, easy to operate, save time, using a horizontal vertical line can be all boring orientations in the drill site, has shortened boring orientation time greatly;
3, save measuring apparatus unwrapping wire and computing method orientation and need do a large amount of calculating and underground survey work;
4, reduce useless hole, improved the boring acceptable quality level greatly;
Description of drawings
Fig. 1 is a direction ruler structural representation of the present invention.
Fig. 2 is the present invention's orientation principle sketch map of holing.
Label among the figure: 1 tunnel outline line, 2 rigs, 3 drilling rods, 4 bore direction chis, 5 tunnel center lines, 6 reference lines, 7 relative bearings.
Below, the present invention is described further in conjunction with accompanying drawing through the specific embodiment.
The specific embodiment
The bore direction chi is made: adopt the thick transparent organic glass of 3~5mm; Make the drawing square of 40~50 centimetres of the right angle length of sides; Utilize computer CAD drawing; An angle of 90 degrees is divided into 90 angular units, prints drawing and stick on the ready-made isosceles drawing square, scale is drawn on the hypotenuse of drawing square.
Down-hole drilling slewing: before the boring perforate;, drill site finishes position of opening by design on meeting head on section; Utilize construction tunnel center line 5; Meet head in the tunnel or lane group drill site apart from 1~3 meter of position of opening (before or after the rig), establish one group of reference line vertical with the tunnel center line on horizontal plane 6, reference line 6 two ends are fixed on that tunnel two is helped and exceed about 0.5 meter than rig 2 with surveying to follow closely; Behind the firm rig 2; Connect drilling rod 3, with the drill bit position of opening, height and the drilling rod 3 of regulating reference line 6 intersect on same horizontal plane; Bore direction chi 4 is placed the place ahead of reference line 6; The summit, right angle overlaps with intersection point, a right-angle side recline drilling rod 3 and horizontal positioned, and the angle that records another right-angle side and reference line 6 is the relative bearing 7 of boring and tunnel center line; If relative bearing of surveying 7 and different design, adjustment rig 2 orientation make the relative bearing 7 that records be consistent with the design azimuth and promptly accomplish the orientation of this boring.
When using, the present invention should note:
Claims (1)
1. down-hole drilling fast orienting method; It is characterized in that: in the tunnel or lane group drill site establish one group of reference line (6) vertical with tunnel center line (5) on horizontal plane; Height and the drilling rod (3) of regulating said reference line (6) intersect at an intersection point on same horizontal plane; The summit, right angle of bore direction chi (4) is overlapped with said intersection point, and the right-angle side drilling rod (3) that reclines, the angle of another right-angle side and reference line (6) are boring relative bearing (7); Said bore direction chi (4) is set to the transparent set square in right angle, is 0 degree with a right-angle side of said set square, and another right-angle side is 90 degree, and the angle index of 0-90 is set on the hypotenuse of said set square.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008100229053A CN101319610B (en) | 2008-07-02 | 2008-07-02 | Down-hole drilling direction ruler and fast orienting method for hole drilling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008100229053A CN101319610B (en) | 2008-07-02 | 2008-07-02 | Down-hole drilling direction ruler and fast orienting method for hole drilling |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101319610A CN101319610A (en) | 2008-12-10 |
CN101319610B true CN101319610B (en) | 2012-07-04 |
Family
ID=40179847
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2008100229053A Active CN101319610B (en) | 2008-07-02 | 2008-07-02 | Down-hole drilling direction ruler and fast orienting method for hole drilling |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101319610B (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102400675B (en) * | 2010-09-16 | 2015-06-03 | 淮南矿业(集团)有限责任公司 | Method and device for confirming underground drilling azimuth |
CN102979506B (en) * | 2012-11-30 | 2015-07-22 | 山东大学 | Measuring device and measuring method of underground engineering construction drilling attitude combination |
CN103968718B (en) * | 2014-05-15 | 2015-09-09 | 中国矿业大学(北京) | Tunnel Blasting distance determines the big gun hole Directional Method of angle |
CN104088626B (en) * | 2014-07-09 | 2016-10-19 | 中煤科工集团重庆研究院有限公司 | System and method for measuring azimuth angle of hole opening of underground drilling |
CN104060982B (en) * | 2014-07-09 | 2016-10-05 | 中煤科工集团重庆研究院有限公司 | Distance measurement type method for measuring opening azimuth angle of underground drilling hole |
CN105178941B (en) * | 2015-09-07 | 2018-06-22 | 山东大学 | Bore direction angle, dip test device and assay method |
CN105239997B (en) * | 2015-10-09 | 2018-06-22 | 山东大学 | A kind of drilling trepanning azimuth, inclination angle positioning device and its localization method |
CN111677443A (en) * | 2020-06-05 | 2020-09-18 | 中煤华晋集团韩咀煤业有限公司 | Quick positioning method for drilling machine |
CN112709563B (en) * | 2020-12-31 | 2022-09-23 | 山东里能鲁西矿业有限公司 | Drilling paying-off mechanism |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2203357Y (en) * | 1994-09-09 | 1995-07-12 | 姚爱国 | Wellhole slope determining apparatus |
CN2288850Y (en) * | 1996-05-22 | 1998-08-26 | 李守瑞 | Multifunctional trinagle for drawing |
CN2854083Y (en) * | 2005-11-09 | 2007-01-03 | 马芹永 | Slop shothole drilling field positioning instrument |
-
2008
- 2008-07-02 CN CN2008100229053A patent/CN101319610B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2203357Y (en) * | 1994-09-09 | 1995-07-12 | 姚爱国 | Wellhole slope determining apparatus |
CN2288850Y (en) * | 1996-05-22 | 1998-08-26 | 李守瑞 | Multifunctional trinagle for drawing |
CN2854083Y (en) * | 2005-11-09 | 2007-01-03 | 马芹永 | Slop shothole drilling field positioning instrument |
Also Published As
Publication number | Publication date |
---|---|
CN101319610A (en) | 2008-12-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101319610B (en) | Down-hole drilling direction ruler and fast orienting method for hole drilling | |
CN104481400B (en) | A kind of three-dimensional horizontal well track control method | |
CN104615803B (en) | A kind of three-dimensional horizontal well well rail design method and system | |
WO2018201714A1 (en) | Accurate extraction method for coal mine gas | |
CN104481398B (en) | A kind of three-dimensional horizontal well drilling construction method | |
CN201246102Y (en) | Drilling positioner | |
CN101387198A (en) | Monitoring method for drilled wellbore trajectories | |
CN202834381U (en) | Three-dimensional hyperbolic curve steel pushing pipe rectifying device | |
US9243455B2 (en) | Methods for directing vertical drilling | |
CN103900514A (en) | Multi-point displacement meter installation and automatic data collection method of steeply inclined seam roadway | |
CN105134194A (en) | Device and method for measuring crustal stress through single drill hole | |
CN102445710B (en) | Detecting drilling device for monitoring system of cover-rock water flowing fractured zone | |
CN104060982A (en) | Distance measurement type method for measuring opening azimuth angle of underground drilling hole | |
CN109000561A (en) | For measuring the measuring device and its measurement method of sea cave volume | |
CN113338804B (en) | Control method for guide hole track of inclined shaft | |
CN107060642A (en) | Horizontal well track control method being connected trona deep-thin layer more | |
CN103422813A (en) | Single-well coal bed gas multi-branch horizontal well system and well drilling method | |
CN105403203B (en) | A kind of long range straight line push pipe center simply controls measuring system and method | |
CN106407500B (en) | A kind of preparation method and device of vector quantization section | |
CN205940327U (en) | Geological engineering angular instrument | |
CN102817605A (en) | Method for accurately measuring elevation of drilling point in subterranean drilling | |
CN116084838A (en) | Method for determining horizontal section track of horizontal well of ground coal seam roof | |
CN110044330A (en) | A kind of tunnel roof surrounding rock displacement measuring device and method | |
CN102636101B (en) | Roadway surface convergence measuring method | |
CN103670277B (en) | A kind of electric power line pole tower composite foundation borehole perpendicularity locator |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | 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 |