CN103899251A - Drill bit of non-excavation drilling machine and positioning method of drill bit - Google Patents

Drill bit of non-excavation drilling machine and positioning method of drill bit Download PDF

Info

Publication number
CN103899251A
CN103899251A CN201410153723.5A CN201410153723A CN103899251A CN 103899251 A CN103899251 A CN 103899251A CN 201410153723 A CN201410153723 A CN 201410153723A CN 103899251 A CN103899251 A CN 103899251A
Authority
CN
China
Prior art keywords
drill bit
probe
antennas
antenna
point
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.)
Granted
Application number
CN201410153723.5A
Other languages
Chinese (zh)
Other versions
CN103899251B (en
Inventor
金键
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HUANGSHAN GOLDEN LAND ELECTRONICS INC.
Original Assignee
HUANGSHAN GOLDEN LAND ELECTRONICS Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HUANGSHAN GOLDEN LAND ELECTRONICS Inc filed Critical HUANGSHAN GOLDEN LAND ELECTRONICS Inc
Priority to CN201410153723.5A priority Critical patent/CN103899251B/en
Publication of CN103899251A publication Critical patent/CN103899251A/en
Priority to PCT/CN2015/000242 priority patent/WO2015158158A1/en
Application granted granted Critical
Publication of CN103899251B publication Critical patent/CN103899251B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B45/00Measuring the drilling time or rate of penetration

Abstract

The invention discloses a drill bit of a non-excavation drilling machine. A probe is arranged in the drill bit, and antennas are arranged in the probe. The drill bit of the non-excavation drilling machine is characterized in that the antennas are coaxially arranged, are divided into at least two sets and have different transmitting frequencies. The invention further discloses a positioning method of the drill bit. The two sets of antennas are arranged in the drill bit, according to the translation relationship, the distances between two front points or two rear points of the two sets of antennas and the antennas are the same, and therefore in the whole drilling construction process of the drill bit, an operator can determine the axis direction of the underground probe when moving the drill bit by a small distance (the distance between the two sets of antennas). The moving distance is small, and operation is more convenient, more rapid and safer.

Description

A kind of drill bit of non-digging drill and the localization method of this drill bit
Technical field
The present invention relates to a kind of drilling tool, especially a kind of drill bit of non-digging drill, and the localization method of this drill bit.
Background technology
Along with the extensive development of urban construction, need in city, lay and cut dirty pipe or the energy (liquefied gas, natural gas an etc.) supply pipe, more conventional method is that box cut carrys out pipe laying and sunkens cord, and this can cause environment pollution, cause traffic jam, and have construction safety hidden danger.
Therefore, at present also application no-dig laying pipelines technique, one is utilized rock and soil drilling means, in not ditching of road surface, do not destroy in large area top layer in the situation that, lays, repairs and change the construction technology of underground utilities.Use trenchless technology to there is the advantages such as the cycle is short, cost is low, pollute less, security performance is good, and can not affect normal traffic order.
What no-dig laying pipelines technique application was wider is horizontally-guided progressive method, and it is to utilize the drilling rod that drill bit is equipped with in non-excavation guide instrument guiding to carry out coming in to realize before orientation.Operating mode-the degree of depth, inclination angle and the hour direction that provide drill bit real-time are provided non-excavation guide instrument, allow the operating personnel on ground grasp drilling track in real time to follow-up operation is revised timely, to guarantee, by set route track accurate pointing, completing trenchless pipelaying.As can be seen here, no-dig laying pipelines technique has very high requirement for the accurate measurement of non-excavation guide instrument.
Non-excavation guide instrument is generally by underground probe, ground receiving instrument, three part compositions of remote display.Traditional non-excavation guide instrument is to utilize the antenna transmission electromagnetic wave that detects underground probe to position.
Figure 1 shows that the distribution map of antenna radiated electromagnetic field on vertical plane, the underground probe of guide instrument, has shape as shown in Figure 1 in the plane of an electromagnetic wave shape mistake antenna 1 ' axis in office of its signal transmitting antenna 1 ' transmitting.On its each root electromagnetic induction line, all there are three special points, as shown in Figure 1 the m point directly over A1, A2 and probe.The magnetic direction P1 that wherein A1 is ordered with A2 and P2 vertical with antenna 1 ' axes O 1O2 direction (suppose the magnetic direction at A1 place vertically downward, the magnetic direction at A2 place vertically upward), the line of 2 is parallel with axes O 1O2.In engineering, generally the special points (magnetic direction vertically downward, is assumed to be A1) that is positioned at drill bit front is called to front point, the special points (magnetic direction vertically upward, is assumed to be A2) that is positioned at drill bit rear is called to rear point.K line is that a series of front point on the line of magnetic induction is connected to the line obtaining, and m point is positioned at directly over probe, and its magnetic direction is parallel with antenna 1 ' axes O 1O2 direction.
The localization method of the non-excavation guide instrument of tradition be first utilize the receiving instrument 2 ' on ground find probe axial location directly over, then find respectively front some A1 and rear some A2 by the reception antenna of receiving instrument 2 ', obtain again the sensing of probe axis according to the line direction of front point, rear some A1A2, thereby know the direction of advance of drill bit.Utilize receiving instrument 2 ' along the line direction finding of front point, rear some A1A2 to the electromagnetic field direction m point parallel with probe axis direction, m order under be the position of probe, thereby the distance acquisition drill bit that reception antenna can calculate probe and receiving instrument 2 ' according to the signal strength signal intensity that receives is in the underground degree of depth.The spatial positional information of the probe that remote display 3 ' simultaneous display receiving instrument 2 ' calculates, carries out correct guiding operation for rig operating personnel.A kind of disclosed horizontal directional drilling guide-localization method of Chinese patent application and position indicator that concrete localization method can be 200410046887.4 referring to application number.
As can be seen from Figure 1, along with the increase of probe axis vertical distance, the distance between front some A1 and the rear some A2 that needs to find is increase fast also.In the process of creeping at drill bit, operating personnel need constantly to find front the A1 of putting and rear some A2 and locate in real time the direction of advance of drill bit, therefore when probe is underground while putting compared with deep-seated, before and after back and forth finding back and forth, the method for point location will expend the plenty of time, especially in the time that drill bit is positioned at the below of road central authorities, need operating personnel repeatedly to travel to and fro between road both sides, in application process, have very big potential safety hazard.
Summary of the invention
First technical problem to be solved by this invention is the problem existing for above-mentioned prior art, and a kind of drill bit of the non-digging drill of being convenient to location is provided.
Second localization method that technical problem is above-mentioned this drill bit to be solved by this invention.
The present invention solves the technical scheme that above-mentioned first technical problem adopts: a kind of drill bit of non-digging drill, in described drill bit, be provided with probe, in described probe, be provided with antenna, it is characterized in that, it is different that described antenna has at least two groups and the tranmitting frequency of coaxial setting.
According to one embodiment of present invention, the set-up mode of antenna is, two groups of antennas are located in same probe, and two groups of antennas are positioned at homonymy or the both sides of probe, and convenient for installation and maintenance thus, apparatus structure is few, and the probability breaking down is little.
According to another embodiment of the invention, the set-up mode of antenna is, described probe has two of coaxial setting, one group of antenna is set in each root probe, flexible for installation thus, can determine according to engineering actual conditions and the distance of two antennas make certainty of measurement reach optimum efficiency (when antenna is in the time that underground position is darker, if two antenna distances are still nearer, larger according to straight line definite between 2 points (actual measurement be all two zonules) and actual position possible deviation.Therefore when antenna is in underground more shallow position, can allow two antenna distances suitably reduce, when putting and can increase by two antenna distances compared with deep-seated underground).
The present invention solves the technical scheme that above-mentioned second technical problem adopt: a kind of localization method of drill bit as above, described localization method adopts non-excavation guide instrument, it is characterized in that, comprises the steps:
1) utilize the receiving instrument on guide instrument ground first to search out in two groups of antennas wherein the first vertical point of magnetic direction on the line of magnetic induction of one group of antenna transmission;
2) utilize described receiving instrument consistent second point of magnetic direction near finding another group antenna transmission above-mentioned first line of magnetic induction, the distance between first and second point with the central point of two groups of antennas apart from identical;
3) by the direction of probe axis described in the line orientation determination between above-mentioned first and second point;
4) utilize described receiving instrument above-mentioned first with second point near to find magnetic direction parallel with described axis thirdly, described thirdly under be the position of described probe, thereby obtain drill bit in the underground degree of depth.
If receiving instrument is in a certain position, drill bit front, first is front point with second point, and the magnetic direction of described first vertically upward.
If receiving instrument is in a certain position, drill bit rear, first is rear point with second point, and the magnetic direction of described first vertically downward.
Compared with prior art, the invention has the advantages that: by two groups of antennas are set in drill bit, according to translation relation, before two of two groups of antennas, point or two distances are afterwards identical with the distance of antenna, therefore in the whole work progress creeping at drill bit, operating personnel only need to move one section of less distance (distances between two groups of antennas) and just can descend definitely the axis direction of probe, and displacement is few, and more convenient, quick and safety operate.
Accompanying drawing explanation
Fig. 1 is the guide instrument positioning principle figure of prior art;
Fig. 2-1 is the schematic diagram of first embodiment of drill bit of the present invention;
Fig. 2-2 are the schematic diagram of second embodiment of drill bit of the present invention;
Fig. 2-3 are the schematic diagram of the 3rd embodiment of drill bit of the present invention;
Fig. 3 is drill bit positioning principle figure of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, embodiment is described in further detail the present invention.
Referring to Fig. 2-1~Fig. 2-3, a kind of drill bit of non-digging drill, is provided with two groups of antennas that tranmitting frequency is different in it, the first antenna 1 and the second antenna 2.As shown in Fig. 2-1, in drill bit, be provided with the coaxial arranged side by side side in the probe 3 in drill bit that is arranged on of 3, two groups of antennas of probe of non-excavation guide instrument, 4 of battery compartments are positioned at another end of probe 3; As shown in Fig. 2-2, be with Fig. 2-1 difference, battery compartment 4 is between two groups of antennas; As Figure 2-3, in drill bit, be provided with two probes, the first probe 31 and the second probe 32, wherein the first antenna 1 is positioned at the first probe 31, the second antenna 2 is positioned at the second probe 32, the first probes 31 and the second probe 32 coaxially arranges, and two groups of antennas also keep coaxial.
Owing to being provided with the antenna that two class frequencys are different, two groups of antennas are on same axis and close together, and the centre distance of two groups of antennas is s, and the distribution of the signal of two groups of antenna transmissions in space is also along axis translation distance s.According to translation relation, front some C vertically downward of the magnetic direction of rear some B vertically upward of front some A vertically downward of the magnetic direction of the first antenna 1 and magnetic direction, the second antenna 2 and magnetic direction rear some D are vertically upward also on same straight line b, and the axes O 1O2 of this straight line b and probe is (while having two probes, axis also only has one) be parallel to each other, referring to Fig. 3, in the present invention, indication vertically refers to the axial vertical of magnetic direction and probe.
According to above-mentioned position relationship, only need to search out separately two points in above four special points (before two after point or two point) and just can determine according to the line of point-to-point transmission the axis direction of probe, after this can know according to existing technology the direction of advance of drill bit, determine that drill bit is in the underground degree of depth.
Arrange after two groups of antennas, adopt non-excavation guide instrument to the localization method of drill bit to be:
If not the ground receiving instrument of excavation guide instrument is in a certain position, drill bit front,
1) utilize receiving instrument first to search out the front some A (or front some C of the second antenna 2) of the first antenna 1, carry out mark on ground;
2) then search out the front some C (or front some A of the first antenna 1) of the second antenna 2 nearby, carry out mark on ground;
3) the straight line direction pointed that connects point before two is the direction of probe axis;
4) find the magnetic direction point parallel with this rectilinear direction, under this point, be that the position of probe is (when two probes, whether because distance is very near between the two, can be considered same position), thus the distance that reception antenna can calculate probe and receiving instrument according to the signal strength signal intensity receiving obtains drill bit in the underground degree of depth.
Correspondingly, if receiving instrument, ground is in a certain position, drill bit rear,
1) utilize receiving instrument first to search out the rear some B (or rear some D of the second antenna 2) of the first antenna 1, carry out mark on ground;
2) then utilize receiving instrument to search out the rear some D (or rear some B of the first antenna 1) of the second antenna 2 nearby, carry out mark on ground;
3) two line directions between are afterwards exactly the axis direction of drill bit;
4) finding the magnetic direction point parallel with this rectilinear direction, is the position of probe under this point, thereby the distance that reception antenna can calculate probe and receiving instrument according to the signal strength signal intensity receiving obtains drill bit in the underground degree of depth.

Claims (6)

1. a drill bit for non-digging drill, is provided with probe in described drill bit, in described probe, is provided with antenna, it is characterized in that, it is different that described antenna has at least two groups and the tranmitting frequency of coaxial setting.
2. the drill bit of non-digging drill as claimed in claim 1, is characterized in that, two groups of antennas are located in same probe, and two groups of antennas are positioned at homonymy or the both sides of probe.
3. the drill bit of non-digging drill as claimed in claim 2, is characterized in that, described probe has two of coaxial setting, and one group of antenna is set in each root probe.
4. a localization method for the drill bit as described in any one in claim 1~3, described localization method adopts non-excavation guide instrument, it is characterized in that, comprises the steps:
1) utilize the receiving instrument on guide instrument ground first to search out in two groups of antennas wherein the first vertical point of magnetic direction on the line of magnetic induction of one group of antenna transmission;
2) utilize described receiving instrument consistent second point of magnetic direction near finding another group antenna transmission above-mentioned first line of magnetic induction, the distance between first and second point with the central point of two groups of antennas apart from identical;
3) by the direction of probe axis described in the line orientation determination between above-mentioned first and second point;
4) utilize described receiving instrument above-mentioned first with second point near to find magnetic direction parallel with described axis thirdly, described thirdly under be the position of described probe, thereby obtain drill bit in the underground degree of depth.
5. non-excavation guide instrument localization method as claimed in claim 4, is characterized in that, the magnetic direction of described first vertically upward.
6. non-excavation guide instrument localization method as claimed in claim 4, is characterized in that, the magnetic direction of described first vertically downward.
CN201410153723.5A 2014-04-16 2014-04-16 A kind of localization method of drill bit of no-dig technique rig Active CN103899251B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201410153723.5A CN103899251B (en) 2014-04-16 2014-04-16 A kind of localization method of drill bit of no-dig technique rig
PCT/CN2015/000242 WO2015158158A1 (en) 2014-04-16 2015-04-08 Drill bit of non-excavation drilling machine and positioning method for same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410153723.5A CN103899251B (en) 2014-04-16 2014-04-16 A kind of localization method of drill bit of no-dig technique rig

Publications (2)

Publication Number Publication Date
CN103899251A true CN103899251A (en) 2014-07-02
CN103899251B CN103899251B (en) 2016-04-20

Family

ID=50990798

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410153723.5A Active CN103899251B (en) 2014-04-16 2014-04-16 A kind of localization method of drill bit of no-dig technique rig

Country Status (2)

Country Link
CN (1) CN103899251B (en)
WO (1) WO2015158158A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104535060A (en) * 2014-12-17 2015-04-22 中国神华能源股份有限公司 Quarrymaster operation positioning method and device
WO2015158158A1 (en) * 2014-04-16 2015-10-22 黄山金地电子有限公司 Drill bit of non-excavation drilling machine and positioning method for same
CN106014385A (en) * 2016-07-22 2016-10-12 黄山金地电子有限公司 Guide method of non-excavation guide instrument
CN106197237A (en) * 2016-07-22 2016-12-07 黄山金地电子有限公司 A kind of measure point the determination methods of no-dig technique guide instrument

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814650B (en) * 2021-01-05 2022-07-26 四川石油天然气建设工程有限责任公司 Hole measuring process for directional drilling of wireless probe and pipe back-dragging risk assessment method
CN115012915B (en) * 2022-06-02 2023-01-24 中国石油天然气集团有限公司 Magnetic field positioning method, system, device, equipment and medium based on straight wire

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5764062A (en) * 1996-03-14 1998-06-09 Digital Control Incorporated Technique for establishing and recording a boring tool path using a survey reference level
US6833795B1 (en) * 1999-11-30 2004-12-21 Vermeer Manufacturing Company Underground utility detection system and method employing ground penetrating radar
US20050189143A1 (en) * 2004-02-26 2005-09-01 Cole Scott B. Multiple antenna system for horizontal directional drilling
CN1769645A (en) * 2004-11-03 2006-05-10 长沙中联重工科技发展股份有限公司 Guide positioning method and positioning instrument for horizontal directional drilling
US20070012483A1 (en) * 2002-11-26 2007-01-18 The Charles Machine Works, Inc. System And Method For Locating And Tracking A Boring Tool
CN203905814U (en) * 2014-04-16 2014-10-29 黄山金地电子有限公司 Drilling bit of trenchless drilling machine

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7088260B2 (en) * 2004-03-10 2006-08-08 Ryan Energy Technologies High speed data communication protocol for use with EM data telemetry antennae
WO2010074678A2 (en) * 2008-12-16 2010-07-01 Halliburton Energy Services, Inc. Azimuthal at-bit resistivity and geosteering methods and systems
EP2699943A4 (en) * 2011-04-18 2015-09-23 Halliburton Energy Services Inc Multicomponent borehole radar systems and methods
CN103266887B (en) * 2013-05-14 2015-11-18 中国石油集团长城钻探工程有限公司 A kind of instrument by the dark resistivity of wireless short pass signal measurement and using method thereof
CN103899251B (en) * 2014-04-16 2016-04-20 黄山金地电子有限公司 A kind of localization method of drill bit of no-dig technique rig

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5764062A (en) * 1996-03-14 1998-06-09 Digital Control Incorporated Technique for establishing and recording a boring tool path using a survey reference level
US6833795B1 (en) * 1999-11-30 2004-12-21 Vermeer Manufacturing Company Underground utility detection system and method employing ground penetrating radar
US20070012483A1 (en) * 2002-11-26 2007-01-18 The Charles Machine Works, Inc. System And Method For Locating And Tracking A Boring Tool
US20050189143A1 (en) * 2004-02-26 2005-09-01 Cole Scott B. Multiple antenna system for horizontal directional drilling
CN1769645A (en) * 2004-11-03 2006-05-10 长沙中联重工科技发展股份有限公司 Guide positioning method and positioning instrument for horizontal directional drilling
CN203905814U (en) * 2014-04-16 2014-10-29 黄山金地电子有限公司 Drilling bit of trenchless drilling machine

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015158158A1 (en) * 2014-04-16 2015-10-22 黄山金地电子有限公司 Drill bit of non-excavation drilling machine and positioning method for same
CN104535060A (en) * 2014-12-17 2015-04-22 中国神华能源股份有限公司 Quarrymaster operation positioning method and device
CN104535060B (en) * 2014-12-17 2018-03-30 中国神华能源股份有限公司 The localization method and positioner of quarrymaster operation
CN106014385A (en) * 2016-07-22 2016-10-12 黄山金地电子有限公司 Guide method of non-excavation guide instrument
CN106197237A (en) * 2016-07-22 2016-12-07 黄山金地电子有限公司 A kind of measure point the determination methods of no-dig technique guide instrument
CN106197237B (en) * 2016-07-22 2019-11-05 黄山金地电子有限公司 A kind of judgment method of the measurement point of no-dig technique guide instrument

Also Published As

Publication number Publication date
WO2015158158A1 (en) 2015-10-22
CN103899251B (en) 2016-04-20

Similar Documents

Publication Publication Date Title
CN103899251B (en) A kind of localization method of drill bit of no-dig technique rig
CN103076606B (en) Three-dimensional fine imaging system and method based on drilling geological radar technology
CN103322989A (en) Measuring device and method of dynamic real-time measurement of position and posture of pipe pushing jack
CN104536008B (en) Drill jumbo blast hole laser ranging and positioning method
CN103713335B (en) Comprehensive advance geological detection system carried by tunnel boring machine
CN203422091U (en) Device for dynamically measuring positions and attitudes of push bench in real time
CN106123776B (en) A kind of push pipe intelligence jacking measuring system and measurement method
JP2011202354A (en) Tunnel working face forward probing device
CN102095401A (en) Long-distance shield tunnel breakthrough survey method
CN203905814U (en) Drilling bit of trenchless drilling machine
CN102692210A (en) Fixed-point scanning type rapid tunnel section clearance measurement and convergence measurement method
CN109403984A (en) Long distance curved pipe jacking automatic guiding system
CN103343683A (en) Toothed drilling machine real-time punching locating method based on GPS
CN105628000A (en) Mine shaft coordinate transmitting and measuring method
CN206862331U (en) Geology internal displacement three-dimension monitor system
CN207111088U (en) Laser is accurately directed to device
CN103604425B (en) A kind of device for tunnel layout of the monitoring points and method of operating thereof
CN104373112B (en) A kind of probe of no-dig technique guide instrument
CN108150101A (en) A kind of pipeline three-dimensional construction method for crossing
CN107529583A (en) Construction of explosion economy minimum backbreaks method and its laser is accurately directed to device
CN209413903U (en) Long distance curved pipe jacking automatic guiding system
CN103590826A (en) Detection device for large underground horizontal dissolving cavity
FI123887B (en) Drill bit positioning method
CN206740133U (en) Geological deformation stereo observing system
Manacorda et al. A bore-head GPR for horizontal directional drilling (HDD) equipment

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
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20170126

Address after: 245900 Anhui Province, Huangshan City Huizhou district north of the city of Yongxing Industrial Park Road No. 32

Patentee after: HUANGSHAN GOLDEN LAND ELECTRONICS INC.

Patentee after: Xuzhou Xugong Foundation Construction Machinery Co., Ltd.

Address before: 245900 Anhui Province, Huangshan City Huizhou district north of the city of Yongxing Industrial Park Road No. 32

Patentee before: HUANGSHAN GOLDEN LAND ELECTRONICS INC.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20180510

Address after: 245900 No. 32 Yongxing Road Industrial Park, Huizhou District, Huangshan City, Anhui

Patentee after: HUANGSHAN GOLDEN LAND ELECTRONICS INC.

Address before: 245900 No. 32 Yongxing Road Industrial Park, Huizhou District, Huangshan City, Anhui

Co-patentee before: Xuzhou Xugong Foundation Construction Machinery Co., Ltd.

Patentee before: HUANGSHAN GOLDEN LAND ELECTRONICS INC.