CN107642350A - A kind of high-precision borehole method - Google Patents
A kind of high-precision borehole method Download PDFInfo
- Publication number
- CN107642350A CN107642350A CN201711124623.XA CN201711124623A CN107642350A CN 107642350 A CN107642350 A CN 107642350A CN 201711124623 A CN201711124623 A CN 201711124623A CN 107642350 A CN107642350 A CN 107642350A
- Authority
- CN
- China
- Prior art keywords
- single hole
- angle
- hole
- away
- vertical height
- 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.)
- Pending
Links
Landscapes
- Earth Drilling (AREA)
Abstract
The invention discloses a kind of high-precision borehole method, belong to mine drilling project technical field.Its step is:(One)Make plan and profile;(Two)The center vertical height h of drilling is measured on profile;(Three)Single hole end is measured on plan to the distance L at center, angle δ peace away from p;(Four)The pseudo- inclination alpha according to known to coal seam calculates the center vertical height h1 of single hole;(Five)According to step(Three)Measured putting down counts counted center vertical height h1 away from p and step 4, can calculate the angle of inclination beta of single hole;(Six)The azimuth ψ of the digging laneway and angle δ of single hole calculates the azimuth λ of single hole according to known to coal seam;(Seven)According to step(Three)Measured puts down the hole depth ф for counting counted single hole angle of inclination beta away from p and step 5 and calculating single hole;(Eight)According to step(Five)To step(Seven)Angle of inclination beta, azimuth λ and the hole depth ф of gained are drilled.
Description
Technical field
The present invention relates to a kind of high-precision borehole method, belong to mine drilling project technical field.
Background technology
Very little, it is small to meet coal seam puppet inclination angle, does not consider pseudo- inclination angle for drilling design Consideration in the past, the inclination angle of drilling and
Hole depth error is little;But the big working face in pseudo- inclination angle is run into, when not considering pseudo- inclination angle, the inclination angle of drilling and hole depth error are very big,
It is far with preferable position gap, but when considering pseudo- inclination angle, design a hole, at least to lead 3 times, inclining for hole could be exported
Angle, hole depth must be calculated, if during tens holes of design, taken very long and error-prone.
The content of the invention
The technical problem to be solved in the present invention is:A kind of high-precision borehole method is provided, this method not only allows for coal seam
Pseudo- inclination angle, and accurate calculating has been carried out to the orientation, inclination angle and hole depth of drilling using many kinds of function relational expression, subtracted simultaneously
The cumbersome process of former design is lacked, has improved the operating efficiency of drilling design, added the degree of controllability and one-tenth porosity of drilling, subtract
Lack because controlling drilling that is not in place and constructing again, saved construction cost, thoroughly solved above-mentioned technical problem.
The technical scheme is that:A kind of high-precision borehole method, its step are:(1) plan and section are made
Figure;(2) the center vertical height h of drilling is measured on profile;(3) measured on plan single hole end to center away from
From L, angle δ peace away from p;(4) the pseudo- inclination alpha according to known to coal seam calculates the center vertical height h1 of single hole;(5) basis
Putting down measured by step (3) counts counted center vertical height h1 away from p and step 4, can calculate the angle of inclination beta of single hole;
(6) the azimuth ψ of the digging laneway and angle δ of single hole calculates the azimuth λ of single hole according to known to coal seam;(7) basis
The hole depth ф for counting counted single hole angle of inclination beta away from p and step 5 and calculating single hole is put down measured by step (3);(8) according to step
Suddenly (five) are drilled to the angle of inclination beta obtained by step (7), azimuth λ and hole depth ф.
The center vertical height h1 of calculating single hole relational expression is in the step 4:
H1=L/tan (α) ± h
Wherein, h1 is the center vertical height of single hole;
α is known coal seam puppet inclination angle;
H is the center vertical height of drilling, i.e. hanging down away from can be from along the whole hole of tunnel orientation construction drill to aperture position
Measured on profile;
L is the left and right of single hole away from the i.e. distance in single hole end hole to digging laneway center.
The relational expression of calculating single hole angle of inclination beta is in the step 5:
β=DEGREES (atan (h1/p))
Wherein, β is the inclination angle of single hole;
P be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;
Center vertical heights of the h1 by counting counted single hole in step 4.
Calculating single hole azimuth λ relational expression is in the step 6:
λ=ψ+δ
Or λ=ψ+δ -360 (360 ° of ψ+δ >)
Wherein, ψ is the azimuth of known digging laneway;
δ is the angle of single hole, i.e., the angle on plan between single hole and driving orientation.
Calculating single hole hole depth ф relational expression is in the step 7:
ф=p/cos (β)
Wherein, p be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;
β is the inclination angle of single hole, and gained is calculated through step 5.
The beneficial effects of the invention are as follows:Compared with prior art, according to the above method and step, typing tunnelling is only needed
Azimuth, drilling angle, each hole terminal to center it is flat away from, coal seam puppet inclination angle, drilling it is flat hang down away from, the center that drills it is high
Parameter, azimuth, inclination angle and the hole depth of design drilling according to needed for being drawn above-mentioned functional relation.This method not only considers
The pseudo- inclination angle in coal seam, and accurate calculating has been carried out to the azimuth, inclination angle and hole depth of drilling, while set before reducing
Cumbersome process is counted, improves the operating efficiency of drilling design, adds the degree of controllability and one-tenth porosity of drilling, is reduced because of control
The not in place and drilling constructed again, greatlys save cost input.
If each exposed coal drilling, by former drilling design, controls drilling not in place to have 1-20 by 45 calculating;
One hole hole depth is calculated by 60m, and plus artificial and fee of material, cost is at 800 yuan or so;Complement once needs 800~16000 yuan of cost
Left and right.
Drilled using the exposed coal and passing fault of drilling design precision programming, control range and precision are high, greatly reduce
The presence of uncontrollable factor, reduce the incidence of accident.
Brief description of the drawings
Fig. 1:The design diagram that puppet inclination angle in coal seam of the present invention is zero;
Fig. 2:Puppet inclination angle in coal seam of the present invention is the design diagram of -8 degree;
Fig. 3:Main slant deepening section of the embodiment of the present invention exposes the construction drill plan in 12# coal seams;
Fig. 4:Main slant deepening section of the embodiment of the present invention exposes the construction drill profile in 12# coal seams;
Fig. 5:Main slant deepening section of the embodiment of the present invention exposes the construction drill position of opening figure in 12# coal seams;
Fig. 6:Main slant deepening section of the embodiment of the present invention exposes the extraction drilling parameter table one in 12# coal seams;
Fig. 7:Main slant deepening section of the embodiment of the present invention exposes the extraction drilling parameter table two in 12# coal seams.
Embodiment
A kind of high-precision borehole method, its step are:(1) plan and profile are made;(2) measured on profile
The center vertical height h of drilling;(3) single hole end is measured on plan to the distance L at center, angle δ peace away from p;(4)
The pseudo- inclination alpha according to known to coal seam calculates the center vertical height h1 of single hole;(5) it is flat away from p according to measured by step (3)
Counted center vertical height h1 is counted with step 4, the angle of inclination beta of single hole can be calculated;(6) lane is tunneled according to known to coal seam
The azimuth ψ in the road and angle δ of single hole calculates the azimuth λ of single hole;(7) it is flat away from p and step according to measured by step (3)
Rapid five count the hole depth ф that counted single hole angle of inclination beta calculates single hole;(8) according to step (5) extremely
Angle of inclination beta, azimuth λ and hole depth ф obtained by step (7) are drilled.
Further, the center vertical height h1 of calculating single hole relational expression is in step 4:
H1=L/tan (α) ± h
Wherein, h1 is the center vertical height of single hole;
α is known coal seam puppet inclination angle;
H is the center vertical height of drilling, i.e. hanging down away from can be from along the whole hole of tunnel orientation construction drill to aperture position
Measured on profile;
L is the left and right of single hole away from the i.e. distance in single hole end hole to digging laneway center.
Further, the relational expression of calculating single hole angle of inclination beta is in step 5:
β=DEGREES (atan (h1/p))
Wherein, β is the inclination angle of single hole;
P be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;
Center vertical heights of the h1 by counting counted single hole in step 4.
Further, calculating single hole azimuth λ relational expression is in step 6:
λ=ψ+δ
Or λ=ψ+δ -360 (360 ° of ψ+δ >)
Wherein, ψ is the azimuth of known digging laneway;
δ is the angle of single hole, i.e., the angle on plan between single hole and driving orientation.
Further, calculating single hole hole depth ф relational expression is in step 7:
ф=p/cos (β)
Wherein, p be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;
β is the inclination angle of single hole, and gained is calculated through step 5.
According to parameters such as above-mentioned the single hole angle of inclination beta calculated, azimuth λ and hole depth ф, you can drilled.
To make the object, technical solutions and advantages of the present invention clearer, below with reference to this specification accompanying drawing to this hair
It is bright to be described in further detail.
Embodiment:A kind of high-precision borehole method, its step are:(1) plan and profile are made;Such as
Shown in accompanying drawing 3,4;(2) the center vertical height h of drilling is measured on profile, its numerical value is such as
Fig. 6, shown in 7;(3) measured on plan single hole end to the distance L at center, angle δ and
Put down away from p;(4) the pseudo- inclination alpha according to known to coal seam calculates the center vertical height h1 of single hole:
H1=L/tan (α) ± h
Wherein, h1 is the center vertical height of single hole;
α is known coal seam puppet inclination angle;
H is the center vertical height of drilling, i.e., along the whole hole of tunnel orientation construction drill to aperture position
Hang down away from can be measured from profile;
L is the left and right of single hole away from the i.e. distance in single hole end hole to digging laneway center.
(5) putting down according to measured by step (3) counts counted center vertical height h1 away from p and step 4, can calculate
Go out the angle of inclination beta of single hole:
β=DEGREES (atan (h1/p))
Wherein, β is the inclination angle of single hole;
P be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;
Center vertical heights of the h1 by counting counted single hole in step 4.
(6) the azimuth ψ of the digging laneway and angle δ of single hole calculates the azimuth λ of single hole according to known to coal seam:
λ=ψ+δ
Or λ=ψ+δ -360 (360 ° of ψ+δ >)
Wherein, ψ is the azimuth of known digging laneway;
δ is the angle of single hole, i.e., the angle on plan between single hole and driving orientation.
(7) putting down according to measured by step (3) counts counted single hole angle of inclination beta away from p and step 5 and calculates single hole
Hole depth ф:
ф=p/cos (β)
Wherein, p be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;
β is the inclination angle of single hole, and gained is calculated through step 5.
(8) angle of inclination beta according to obtained by step (5) to step (7), azimuth λ and hole depth ф are drilled, its numerical value
As shown in Figure 6,7.
The inventive method calculates simply, easy to operate, when carrying out exposed coal and passing fault drills, control range and precision
Height, the presence of uncontrollable factor is greatly reduced, reduce the incidence of accident, achieve preferable practical function.
Part is not described in detail by the present invention, is the known technology of those skilled in the art of the present technique.Finally illustrate, the above is real
Example is applied to be merely illustrative of the technical solution of the present invention and unrestricted, although having been carried out specifically to the present invention with reference to preferred embodiment
It is bright, it will be understood by those within the art that, technical scheme can be modified or equivalent substitution, and
The objective and scope of technical solution of the present invention are not departed from, it all should cover among scope of the presently claimed invention.
Claims (5)
- A kind of 1. high-precision borehole method, it is characterised in that:Its step is:(1) plan and profile are made;(2) cuing open The center vertical height h of drilling is measured on the figure of face;(3) measured on plan single hole end to the distance L at center, angle δ and Put down away from p;(4) the pseudo- inclination alpha according to known to coal seam calculates the center vertical height h1 of single hole;(5) according to step (3) institute Putting down for measuring counts counted center vertical height h1 away from p and step 4, can calculate the angle of inclination beta of single hole;(6) according to coal seam The azimuth ψ of the known digging laneway and angle δ of single hole calculates the azimuth λ of single hole;(7) surveyed according to step (3) What is obtained puts down the hole depth ф for counting counted single hole angle of inclination beta away from p and step 5 and calculating single hole;(8) according to step (5) to step (7) angle of inclination beta, azimuth λ and hole depth ф obtained by are drilled.
- A kind of 2. high-precision borehole method according to claim 1, it is characterised in that:Single hole is calculated in the step 4 Center vertical height h1 relational expression is:H1=L/tan (α) ± hWherein, h1 is the center vertical height of single hole;α is known coal seam puppet inclination angle;H is the center vertical height of drilling, i.e. hanging down away from can be from section along the whole hole of tunnel orientation construction drill to aperture position Measured on figure;L is the left and right of single hole away from the i.e. distance in single hole end hole to digging laneway center.
- A kind of 3. high-precision borehole method according to claim 1, it is characterised in that:Single hole is calculated in the step 5 to incline The relational expression of angle beta is:β=DEGREES (atan (h1/p))Wherein, β is the inclination angle of single hole;P be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;Center vertical heights of the h1 by counting counted single hole in step 4.
- A kind of 4. high-precision borehole method according to claim 1, it is characterised in that:Single hole side is calculated in the step 6 Parallactic angle λ relational expression is:λ=ψ+δOr λ=ψ+δ -360 (360 ° of ψ+δ >)Wherein, ψ is the azimuth of known digging laneway;δ is the angle of single hole, i.e., the angle on plan between single hole and driving orientation.
- A kind of 5. high-precision borehole method according to claim 1, it is characterised in that:Single hole hole is calculated in the step 7 Deep ф relational expression is:ф=p/cos (β)Wherein, p be single hole it is flat away from, i.e., single hole on plan from perforate to the distance in whole hole;β is the inclination angle of single hole, and gained is calculated through step 5.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711124623.XA CN107642350A (en) | 2017-11-14 | 2017-11-14 | A kind of high-precision borehole method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711124623.XA CN107642350A (en) | 2017-11-14 | 2017-11-14 | A kind of high-precision borehole method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107642350A true CN107642350A (en) | 2018-01-30 |
Family
ID=61125899
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711124623.XA Pending CN107642350A (en) | 2017-11-14 | 2017-11-14 | A kind of high-precision borehole method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107642350A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111594143A (en) * | 2020-05-25 | 2020-08-28 | 贵州盘江精煤股份有限公司 | Construction method for rapidly determining drilling azimuth angle |
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 |
CN112253083A (en) * | 2020-10-23 | 2021-01-22 | 中煤科工集团重庆研究院有限公司 | Automatic positioning device and method for drilling |
CN112446129A (en) * | 2020-10-12 | 2021-03-05 | 焦作众力矿安科技有限公司 | Method for self-designing, self-feeding and self-evaluating parameters of cross-layer drilling group |
CN116929237A (en) * | 2023-07-17 | 2023-10-24 | 安徽理工大学 | Application and use method of optical fiber in coal mine roof three-zone monitoring |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102953679A (en) * | 2011-08-22 | 2013-03-06 | 淮南矿业(集团)有限责任公司 | Borehole design method |
CN103148833A (en) * | 2013-02-01 | 2013-06-12 | 淮南矿业(集团)有限责任公司 | Attitude of bed parameters acquisition and calculation methods |
WO2013105969A1 (en) * | 2012-01-13 | 2013-07-18 | Landmark Graphics Corporation | Method and system of planning and/or drilling wellbores |
CN106001703A (en) * | 2016-06-21 | 2016-10-12 | 中国核工业二三建设有限公司 | Drilling positioning device |
-
2017
- 2017-11-14 CN CN201711124623.XA patent/CN107642350A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102953679A (en) * | 2011-08-22 | 2013-03-06 | 淮南矿业(集团)有限责任公司 | Borehole design method |
WO2013105969A1 (en) * | 2012-01-13 | 2013-07-18 | Landmark Graphics Corporation | Method and system of planning and/or drilling wellbores |
CN103148833A (en) * | 2013-02-01 | 2013-06-12 | 淮南矿业(集团)有限责任公司 | Attitude of bed parameters acquisition and calculation methods |
CN106001703A (en) * | 2016-06-21 | 2016-10-12 | 中国核工业二三建设有限公司 | Drilling positioning device |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111594143A (en) * | 2020-05-25 | 2020-08-28 | 贵州盘江精煤股份有限公司 | Construction method for rapidly determining drilling azimuth angle |
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 |
CN112446129A (en) * | 2020-10-12 | 2021-03-05 | 焦作众力矿安科技有限公司 | Method for self-designing, self-feeding and self-evaluating parameters of cross-layer drilling group |
CN112253083A (en) * | 2020-10-23 | 2021-01-22 | 中煤科工集团重庆研究院有限公司 | Automatic positioning device and method for drilling |
CN116929237A (en) * | 2023-07-17 | 2023-10-24 | 安徽理工大学 | Application and use method of optical fiber in coal mine roof three-zone monitoring |
CN116929237B (en) * | 2023-07-17 | 2024-04-12 | 安徽理工大学 | Application and use method of optical fiber in coal mine roof three-zone monitoring |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107642350A (en) | A kind of high-precision borehole method | |
CN105113987B (en) | Interbedding of soft and hard rocks coal seam concordant measurement while drilling directional drilling equipment and its construction method | |
WO2018201714A1 (en) | Accurate extraction method for coal mine gas | |
CN106437512B (en) | A kind of shale gas horizontal well landing path drilling tracking regulation and control method | |
CN104100270B (en) | A kind of low-angle dip mineral ore Truckless mining method | |
CN103510853B (en) | A kind of coal bed gas horizontal well integrated guidance method | |
CN110147588A (en) | One kind is based on the shortest three-dimensional Study on Optimum Design of Horizontal Well Path of drilling time | |
CN110645040A (en) | Outburst coal seam 'Wuding' gas treatment method based on directional drilling machine | |
CN103089267A (en) | Thin-ore-body shallow hole shrinkage method without sill pillar | |
CN108222940A (en) | A kind of recovery method of manganese ore | |
CN106640080B (en) | Under a kind of deep high stress environment mining methods are arranged from steady gallery shape stope | |
CN106761745A (en) | The outer sublevel open stope method of arteries and veins | |
CN107869309B (en) | Track control method and device in the case of small hole deviation | |
CN105298492B (en) | Exploit the house column type mining methods of slight slope and thin ore body | |
CN106930733A (en) | Coal bed gas group wells extraction system and method for construction | |
CN105756679A (en) | Slow-to-fast comprehensive shallow hole mining method for ultra-thin complex quartz vein | |
CN205895245U (en) | A headstock gear that is used for shield to construct quick -witted screw machine gate that is unearthed | |
WO2018098845A1 (en) | Rotary jet-grouting modular rare-earth mining process | |
CN111594143A (en) | Construction method for rapidly determining drilling azimuth angle | |
CN106703876A (en) | Ore drawing simulation method using non-pillar sublevel caving method | |
CN110295848A (en) | A kind of levelling boring method of blast hole bottom hole | |
CN113982474B (en) | Underground coal mine three-dimensional multidimensional gas treatment method | |
CN108951609A (en) | One kind being suitable for soft or hard uneven ovum gravel erratic boulder stratum construction method of underground continuous wall | |
CN114016908A (en) | Shale gas horizontal well adaptive track forming method | |
CN206903667U (en) | Super-span dome hollow be oriented in underground nuclear reactor cavern excavates structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180130 |
|
RJ01 | Rejection of invention patent application after publication |