CN201891382U - Device for acquiring pressured parameters of drill bit during forward movement of drilling machine - Google Patents
Device for acquiring pressured parameters of drill bit during forward movement of drilling machine Download PDFInfo
- Publication number
- CN201891382U CN201891382U CN2010206611985U CN201020661198U CN201891382U CN 201891382 U CN201891382 U CN 201891382U CN 2010206611985 U CN2010206611985 U CN 2010206611985U CN 201020661198 U CN201020661198 U CN 201020661198U CN 201891382 U CN201891382 U CN 201891382U
- Authority
- CN
- China
- Prior art keywords
- drilling
- hydraulic
- drill bit
- links
- unit head
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model relates to a device for acquiring pressured parameters of a drill bit during forward movement of a drilling machine, which comprises a drilling stand, wherein a center following rack is arranged at one end of the drilling stand; a drilling stand top forehead is arranged at the other end of the drilling stand; a power head auxiliary device and a drilling bit clamper are arranged on the drilling stand; the power head auxiliary device is connected with a power head which corresponds to the drilling bit clamper; the tail of the power head auxiliary device is connected with one end of a hydraulic pipe through a sealing connecting head; the other end of the hydraulic pipe is connected with a hydraulic pump of the drilling machine; the hydraulic pipe is connected with a hydraulic sensor through a joint; and the hydraulic sensor is connected with a data processing device through a data wire. The drilling bit is pushed by liquid pressed by the hydraulic pump to allow a drilling rod to be drilled into a rock mass; the liquid applies a certain pressure on the hydraulic sensor through a joint between the hydraulic sensor and the hydraulic pipe; pressure parameter are calibrated by calculation, are the pressure parameters of the drill bit during forward movement and are transmitted to terminal equipment through a cable on the hydraulic sensor, thus the judgment for the lithology of front rocks can be achieved.
Description
Technical field
The utility model relates to a kind of laser image data technology, specifically a kind of device of drill bit pressurized parameter when obtaining rig and advancing.
Background technology
A large amount of construction of tunnel are arranged in China's water conservancy and hydropower, the field of traffic, the construction of tunnel geological disaster is the key factor of restriction constructing tunnel, because the tunnel front geological condition is not clear, unforeseen geological disaster often appears often, as gushing water, prominent mud, cave in, rock burst and pernicious gas etc.In a single day disaster takes place, and the facility that gently then destroy by rush of water flood the tunnel, and normal construction is forced to interrupt; Heavy then cause great casualties, produce enormous economic loss, even therefore some underground construction can be forced to suspend or relocate.
As everyone knows, the spatial distribution model and the numeral expression of ground geologic body (mechanics) set up in a most important job of any engineering relevant with ground or problem in science exactly.The formation of geology geotechnical body and evolution history are general very long and changeable, and this has just caused geotechnical body spatial distribution complexity and the diversity with various different physics and mechanical property.An engineering duty the most common, most important when therefore, using auger or rig in the earth, to hole in the construction works such as engineering investigation, Foundation Design, slope reinforcing.The borehole log of engineering investigation probing generally is to be edited and recorded according to core that collects and soil sample by geology and geotechnical engineering teacher.Firsthand information according to these acquisitions, people can rationally extrapolate in the basic unit that experience and understanding are arranged, thereby set up field dynamics space, ground peace section model, and model is applied to design, produces and construction with numeral, yet, the record of construction drill is is generally edited and recorded by the drilling operation personnel, about adopting the live data of probing of digital monitoring instrument record and monitoring boring actually rare.
Summary of the invention
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art, provide a kind of simple in structure, detection accuracy is high, anti-interference, the device of measuring drill bit pressurized parameter when obtaining rig easily and advancing.
For achieving the above object, the utility model adopts following technical proposals:
A kind of device of drill bit pressurized parameter when obtaining rig and advancing, comprise drilling cramp, drilling cramp one end is provided with the center with frame, the other end is provided with drilling cramp top forehead, drilling cramp is provided with unit head servicing unit and drill holder, the unit head servicing unit links to each other with unit head, and unit head is corresponding with drill holder; Unit head servicing unit afterbody is connected with hydraulic tube one end by the head that is tightly connected; The other end of hydraulic tube connects the hydraulic pump of rig; Be connected with hydrostatic sensor by joint on the hydraulic tube; Hydrostatic sensor links to each other with data processing equipment by data wire.
Described hydraulic pump is a power input device, is transferred to the unit head servicing unit by hydraulic tube, is drilled by unit head servicing unit propulsion power head again.
Described data processing equipment comprises the A/D converter that links to each other with laser displacement sensor, and A/D converter links to each other with single-chip microcomputer by circuit, and single-chip microcomputer links to each other with host computer.
Hydrostatic sensor of the present utility model is placed on the hydraulic tube that links to each other with unit head servicing unit afterbody, guarantees that distance is enough long, and does not make not preceding and then mobile with unit head of hydrostatic sensor.
The utility model is installed on the track-mounted drill, can directly be driven to the place ahead of geotechnical body to be measured, manually the unit head of rig is loaded and goes up drilling rod, and fixed by drill holder, just can open rig then and drill and tested.At first, the extrusion liquid of hydraulic pump promotes drill bit and makes drilling rod pierce rock mass, and it is mobile together that unit head is being followed drilling rod simultaneously.Unit head moves forward then, and liquid is given the certain pressure of hydrostatic sensor by the joint between hydrostatic sensor and the hydraulic tube.At last, this pressure parameter is demarcated by calculating, promptly be drill bit pressure parameter when advancing, send on the terminal device by the cable on the hydrostatic sensor, realize judgement to the place ahead rock lithology the utlity model has simple in structure, detection accuracy is high, anti-interference, measure advantages such as convenient.
Description of drawings
Fig. 1 is the utility model structural representation;
Wherein 1. centers are with frame, 2. drill holder, 3. unit head, 4. unit head servicing unit, the head that 5. is tightly connected, 6. hydrostatic sensor, 7. drilling cramp top forehead, 8. joint and data wire, 9. hydraulic tube, 10. drilling cramp.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
As shown in Figure 1, a kind of device of real time record rig drill bit displacement parameter, comprise drilling cramp 10, drilling cramp 10 1 ends are provided with the center with frame 1, the other end is provided with drilling cramp top forehead 7, drilling cramp 10 is provided with unit head servicing unit 4 and drill holder 2, and the unit head servicing unit links to each other with 4 unit heads 3, and unit head 3 is corresponding with drill holder 2; Unit head servicing unit 4 afterbodys 5 are connected with hydraulic tube 9 one ends by being tightly connected; The other end of hydraulic tube 9 connects the hydraulic pump of rig; 6 one of hydrostatic sensors link to each other with hydraulic tube 9 by joint, and the other end links to each other with data processing equipment by joint and data wire 8.
Described hydraulic pump is a power input device, is transferred to unit head servicing unit 4 by hydraulic tube 9, is drilled by unit head servicing unit 4 propulsion power heads 3 again.
Described data processing equipment comprises the A/D converter that links to each other with laser displacement sensor 6, and A/D converter links to each other with single-chip microcomputer by circuit, and single-chip microcomputer links to each other with host computer.
Hydrostatic sensor 6 of the present utility model is placed on the hydraulic tube 6 that links to each other with unit head servicing unit 4 afterbodys, guarantees that distance is enough long, and does not make not preceding and then mobile with unit head 3 of hydrostatic sensor 6.
Fig. 1 is the first half of HTYM808 track-mounted drill, and this rig can directly be driven to the place ahead of geotechnical body to be measured.
Concrete workflow is as follows:
(1) manually the unit head 3 of rig loaded and go up drilling rod, and fixing, and the center of passing is with frame 1, just can open rig then and drill and tested by drill holder 2.
(2) hydrostatic sensor 6 is installed on the hydraulic tube 9, and hydraulic pump is a power input device, is transferred to unit head servicing unit 4 by hydraulic tube 9, is drilled by unit head servicing unit 4 propulsion power heads 3 again.
(3) unit head 3 moves forward, and liquid is by the joint between hydrostatic sensor 6 and the hydraulic tube 9, to the certain pressure of hydrostatic sensor 6.
(4) this pressure parameter is by calculate demarcating, and promptly is drill bit pressure parameter when advancing.
(5) hydrostatic sensor 6 is transferred to A/D converter with the logical data wire 8 of the analogue data that obtains, and generates analog signal.
(6) A/D converter becomes data signal with the analog signal conversion that generates, and sends into single-chip microcomputer then.
(7) function program of single-chip microcomputer by having imported is presented on the form of data signal with curve on the host computer.
Claims (3)
1. the device of the pressurized of drill bit when obtaining rig and an advancing parameter, it is characterized in that: comprise drilling cramp, drilling cramp one end is provided with the center with frame, the other end is provided with drilling cramp top forehead, drilling cramp is provided with unit head servicing unit and drill holder, the unit head servicing unit links to each other with unit head, and unit head is corresponding with drill holder; Unit head servicing unit afterbody is connected with hydraulic tube one end by the head that is tightly connected; The other end of hydraulic tube connects the hydraulic pump of rig; Be connected with hydrostatic sensor by joint on the hydraulic tube; Hydrostatic sensor links to each other with data processing equipment by data wire.
2. the device of drill bit pressurized parameter when obtaining rig and advancing according to claim 1, it is characterized in that: described hydraulic pump is a power input device.
3. the device of drill bit pressurized parameter when obtaining rig and advancing according to claim 1, it is characterized in that: described data processing equipment comprises the A/D converter that links to each other with hydrostatic sensor, A/D converter links to each other with single-chip microcomputer by circuit, and single-chip microcomputer links to each other with host computer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206611985U CN201891382U (en) | 2010-12-15 | 2010-12-15 | Device for acquiring pressured parameters of drill bit during forward movement of drilling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206611985U CN201891382U (en) | 2010-12-15 | 2010-12-15 | Device for acquiring pressured parameters of drill bit during forward movement of drilling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201891382U true CN201891382U (en) | 2011-07-06 |
Family
ID=44220858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206611985U Expired - Fee Related CN201891382U (en) | 2010-12-15 | 2010-12-15 | Device for acquiring pressured parameters of drill bit during forward movement of drilling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201891382U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103018788A (en) * | 2012-12-10 | 2013-04-03 | 山东大学 | Advanced detection device and method for unfavorable geology and rock mass mechanical properties of deep and long tunnels |
| CN104792965A (en) * | 2015-02-01 | 2015-07-22 | 山东科技大学 | Drilling energy-based surrounding rock loosing circle test method |
-
2010
- 2010-12-15 CN CN2010206611985U patent/CN201891382U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103018788A (en) * | 2012-12-10 | 2013-04-03 | 山东大学 | Advanced detection device and method for unfavorable geology and rock mass mechanical properties of deep and long tunnels |
| CN103018788B (en) * | 2012-12-10 | 2016-04-06 | 山东大学 | Profound tunnel unfavorable geology and Mechanical property forward probe device and method |
| CN104792965A (en) * | 2015-02-01 | 2015-07-22 | 山东科技大学 | Drilling energy-based surrounding rock loosing circle test method |
| CN104792965B (en) * | 2015-02-01 | 2016-09-14 | 山东科技大学 | Wall rock loosening ring method of testing based on boring energy |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103018788B (en) | Profound tunnel unfavorable geology and Mechanical property forward probe device and method | |
| Yue et al. | Automatic monitoring of rotary-percussive drilling for ground characterization—illustrated by a case example in Hong Kong | |
| CN103513016B (en) | Adopt the soft rock multi-measuring point detecting earth stress method of sensing post | |
| CN201915940U (en) | Device for recording displacement parameters of drill bit of drilling machine by using laser in real time | |
| CN101892830B (en) | Deep ground stress measurement while drilling (MWD) system | |
| CN106546366B (en) | A kind of umbellate form deep hole three-dimensional stress and displacement comprehensive test device | |
| CN103528718B (en) | Adopt the soft rock multi-measuring point detecting earth stress method of connecting link | |
| CN101761328B (en) | Stratum geology interface instrument drilling induction recognition system | |
| CN202975361U (en) | Advance detection apparatus for unfavorable geology and rock mass mechanical property of deep and long tunnel | |
| CN104088625B (en) | Coal mine down-hole drilling wireless drilling track and hole depth measurement device and method | |
| CN103162889A (en) | Wireless hollow inclusion strainmeter and method | |
| CN203519230U (en) | Coal-rock mass stress directional monitoring device | |
| CN105318824B (en) | A kind of method that wall rock loosening ring is measured based on distributed resistance foil gauge | |
| CN207541062U (en) | A kind of water quality detecting device used for geological prospecting | |
| CN201412191Y (en) | Intelligentized underground ore body stopping ground pressure disaster monitoring system | |
| CN104989389A (en) | Coal mass strength distribution characteristic continuous detecting method and device | |
| CN201074320Y (en) | Static sounding apparatus | |
| CN203479283U (en) | Single point displacement meter used for measuring stope roof strata displacement | |
| CN102997886A (en) | Monitoring method for remotely measuring and controlling damage depths of floor strata | |
| CN103472498A (en) | Novel impression testing method for measuring hydrofracturing in-situ stress | |
| CN204924522U (en) | A moment of torsion detection device for revolving dig rig unit head | |
| CN111948054A (en) | Three-dimensional stress-deformation measuring device and method for mine filling body | |
| CN103643935A (en) | Device and method for identifying underground water seal oil storage cave depot strata and optimizing of water curtain holes | |
| CN103644986B (en) | A kind of rock pressure [in mine measurement mechanism based on hollow grouting anchor structure | |
| CN201891382U (en) | Device for acquiring pressured parameters of drill bit during forward movement of drilling machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110706 Termination date: 20111215 |