CN205720113U - Deep rock mass comprehensive variable orifice footpath gaging hole robot - Google Patents
Deep rock mass comprehensive variable orifice footpath gaging hole robot Download PDFInfo
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- CN205720113U CN205720113U CN201620322488.4U CN201620322488U CN205720113U CN 205720113 U CN205720113 U CN 205720113U CN 201620322488 U CN201620322488 U CN 201620322488U CN 205720113 U CN205720113 U CN 205720113U
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- water pocket
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- turbine
- rock mass
- variable orifice
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Abstract
The utility model discloses a kind of deep rock mass comprehensive variable orifice footpath gaging hole robot.Its head mainly include borehole camera head, driving wheel and head water pocket；Middle part mainly includes motor；Bottom mainly includes bottom water pocket and driven pulley；Overall outside is shell；Pole slide is uniformly installed three groups of travel driving units with jackshaft for the center of circle；At middle part, the connecting shaft through water pocket bracing frame connects motor by the dynamic seal arranged bottom it；Bottom centre's axle of coaxial package, spring and pole slide it is also equipped with at the rear of bottom water pocket.This utility model is suitable for wide, and water consumption is few, easy to use, can be applicable to the test of deep rock mass engineering project wall rock drill-hole it can also be used to Monitoring Pinpelines field in Other Engineering.It is a kind of use more extensively, and it is more convenient to operate, test result composite duct testing system device more accurately.
Description
Technical field
This utility model relates to the borehole sonic in the test of deep rock mass internal structure and analysis field
With acoustic emission test equipment, specifically refer to a kind of deep rock mass comprehensive variable orifice footpath gaging hole robot.
Background technology
Present stage, the mineral resources of China, water power water-conveyance tunnel and underground power house, access tunnel etc.
All developing toward deep, these requirement of engineering are opened in the massif with relatively great burying or subterranean body
Dig.These rock mass engineering projects stability problem during construction and operation be rock mechanics worker
For concern, the deformation behaviour of rock mass and rule are then to judge whether country rock is in safety surely
Determine the direct embodiment of state.
Borehole test is to observe and measure deformational characteristics of rock bodies and the common method of rule.This kind of method
Need to be drilled with the boring of certain pore size in country rock, utilize push rod that detecting element persistently pushes boring
In, obtain the country rock along drilling axis direction respectively and rupture information.Conventional detecting element has boring
Photographic head, sonic probe, acoustic emission probe etc., wherein sonic probe and acoustic emission probe are using
Shi Junxu couplant contacts competence exertion effect with rock mass.Coupling conventional in borehole test is situated between
Matter is water, and traditional method is that full water needs block in whole boring.
At present, along with the increase of rock mass engineering project buried depth, high-ground stress disaster and high radioactivity are polluted more
Send out serious.Boring is surveyed by strong power impact rock burst and high radioactivity pollutant under large ground pressure
The life security of examination operator causes threat greatly.It addition, traditional borehole test needs
By several connecting rods, detecting element is pushed bore inner continuously to obtain whole drilling axis direction
Hole wall country rock information, the most also needs water-filling and blocks, and needs to expend bigger muscle power and time.
Summary of the invention
The purpose of this utility model is: provide a kind of simple in construction, use for above-mentioned existing issue
Conveniently, it is suitable for multiple aperture and angle and remote controlled rock mass engineering project comprehensive variable orifice footpath is surveyed
Hole robot driving device, this driving means can carry borehole camera head, sonic probe harmony simultaneously
Transmitting probe, it is also possible to only carry its two or one, to ensure the life of operator under hazardous environment
Life safety, and time saving and energy saving, and testing result is more accurate.
A kind of deep rock mass comprehensive variable orifice footpath gaging hole robot of this utility model design, its head
Mainly include borehole camera head, driving wheel and head water pocket；Middle part mainly includes motor；Bottom is main
Including bottom water pocket and driven pulley；Overall outside is shell；
Described borehole camera head is arranged on the base in transparent tube, transparent tube foremost with stifled
Head is closed, and is coaxially installed with reflecting mirror inside the front end of transparent tube；During probe mount is coaxially mounted to
The front of countershaft；Hexagonal shell outside data wire utilization at borehole camera head rear connects prison
Control equipment；
One spring of coaxial package and a pole slide on described central shaft；This central shaft
Bottom coaxial package is at the top of connecting shaft；
Pole slide is uniformly installed three groups of travel driving units with jackshaft for the center of circle；Often organize row
Walk driving means and mainly include driving wheel on head, drive connection plate, turbine and turbine support seat；Head
One end of portion's support brace is arranged on pole slide, and the other end is arranged on the tooth in the middle part of drive connection plate
The heteropleural face of wheel；The two ends of each drive connection plate are respectively mounted driving wheel and turbine；Each turbine
It is arranged on turbine support seat by turbine wheel shaft and turbine fastener shaft；Turbine on each turbine fastener shaft
Both sides be also respectively provided with turbine adjustment part；
The outer wheel face of described each turbine and the top contact of connecting shaft, and the contact of three turbines
Point is positioned on same circumference；The cervical region being sleeved on connecting shaft is run through at the center of head riser；Three
Uniform alternate installation is sleeved on head with connecting shaft for the center of circle for turbine support seat and three driving locating shafts
On riser；
At the middle part of this deep rock mass comprehensive variable orifice footpath gaging hole robot, through the company of water pocket bracing frame
Spindle connects motor by the dynamic seal arranged bottom it；
Connecting shaft coaxial package is at water pocket bracing frame and the center of head water pocket；Arrange in head water pocket
There is detection probe；It is provided with charging pipe bottom head water pocket；The two ends of charging pipe union joint respectively
Portion's water pocket and bottom water pocket；One end of water-filling arm is connected in the middle part of charging pipe in the way of threeway,
The other end of water-filling arm extends the bottom of whole device and is connected with outside water injecting pump；
It is provided with detection probe in bottom water pocket on water pocket bracing frame；
Bottom centre's axle of coaxial package, spring and pole it is also equipped with sliding at the rear of bottom water pocket
Seat；Uniform alternate installation three the bottom tension with bottom centre's axle for the center of circle on the pole slide of bottom
Plate and three driving locating shafts；One end of each bottom support brace is arranged on pole slide, another
End is arranged in the middle part of a driven connecting plate；The two ends of each driven connecting plate are respectively mounted driven pulley
With on driven support seat；Locating shaft is the most alternate is arranged on head for three driven support seats and three bottoms
On base plate riser；
In technique scheme, the detection probe in described head water pocket and bottom water pocket is respectively
Sonic probe or acoustic emission probe；Their wire drawn by side after with relevant device sonic apparatus or
Acoustic emission instrument connects；
In technique scheme, one or more sensor, this sensor are set in described shell
For alignment sensor.
In technique scheme, described head water pocket and bottom water pocket are that material is identical, external diameter phase
Same annular, outer dia scope is 50mm～150mm.
In technique scheme, described head water pocket and the outer dia of bottom water pocket are more than boring
Diameter.
Deep rock mass comprehensive variable orifice footpath gaging hole robot designed by this utility model and existing technology
Compare, have following some improve:
1, this gaging hole robot can remotely control.Gaging hole robot only need to be put into the hole of inspecting hole
At Kou, operator can be in the gait of march of this gaging hole robot of safer position control, and can
It is positioned, the relevant monitoring information of record.
2, this gaging hole robot is applicable to the boring in multiple aperture, it is possible to be applicable to the brill in variable orifice footpath
Hole；It is adapted to the boring in the range of gaging hole robot outline diameter ± 5cm.
3, this gaging hole robot can be applicable to dry hole and has the test in water hole, and the advantage in dry hole
Bigger.Two water pockets utilizing bottom that gaging hole robot carries and top fit tightly with hole wall,
Soic wave transmitting energy converter and receptor and with hole wall directly by water coincidence, energy transmission loss is minimum,
Ensure that good coupling and ring-shaped emission, the characteristic of circumferential receptacle of sound wave, thus realize test knot
Fruit is the most credible.Each water pocket is enclosed little space, and locally the water required for water environment is very
Few.Can the most next test point using, only with water of each test point in same inspecting hole
Need suitably to reduce the water in water pocket when this gaging hole robot mobile, it is simple to mobile, actual make
Water yield loss during with is the least.
This utility model is suitable for strong, and water consumption is few, easy to use, can be applicable to deep rock mass and encloses
Rock borehole test it can also be used to Monitoring Pinpelines field in Other Engineering, be a kind of use more extensive,
It is more convenient to operate, test result composite duct testing system device more accurately.
Accompanying drawing explanation
Fig. 1 is this utility model deep rock mass comprehensive variable orifice footpath gaging hole robot overall structure schematic diagram.
Fig. 2 is the structural representation of deep rock mass comprehensive variable orifice footpath gaging hole robot first half.
Fig. 3 is the structural representation of deep rock mass comprehensive variable orifice footpath gaging hole robot latter half.
Fig. 4 is the section plan structure schematic diagram in Fig. 2 at A-A.
In figure: plug 1, reflecting mirror 2, transparent tube 3, borehole camera head 4, probe mount 5, bullet
Spring 6, pole slide 7, driving locating shaft 8, driving wheel 9, drive connection plate 10, gear 11,
Head support brace 12, turbine 13, turbine wheel shaft 13.1, turbine fastener shaft 13.2, turbine adjustment part 13.3,
Scroll bar 13.4, turbine support seat 14, jackshaft 15, head water pocket 16, water pocket bracing frame 17,
Head riser 18, connecting shaft 19, shell 20, detection probe 21, dynamic seal 22, motor 23,
Bottom water pocket 24, driven pulley 25, water-filling arm 26, sensor 27, bottom support brace 28, from
Be dynamically connected plate 29, driven support seat 30, charging pipe 31, base plate riser 32, bottom locating shaft 33,
Bottom centre's axle 34.
Detailed description of the invention
Describe performance of the present utility model in detail below in conjunction with accompanying drawing, but they are not constituted this
The restriction of utility model, the most for example.Pass through simultaneously and be embodied as this utility model is made
Described in further detail.
As shown in figures 1-4, deep rock mass of the present utility model comprehensive variable orifice footpath gaging hole robot, it
Head mainly include borehole camera head 4, driving wheel 9 and head water pocket 16；The main bag in middle part
Include motor 23；Bottom mainly includes bottom water pocket 24 and driven pulley 25；Overall outside is shell
20。
The borehole camera head 4 of head is arranged on the base 5 in transparent tube 3, and transparent tube 3 is
Front end is closed with plug 1, is coaxially installed with reflecting mirror 2 inside the front end of transparent tube 3；Probe mount
5 fronts being coaxially mounted to jackshaft 15.
Hexagonal shell 20 outside data wire utilization at described borehole camera head 4 rear connects
Monitoring device.It is additionally provided with luminaire in the periphery of borehole camera head 4 front end, utilizes reflecting mirror 2
It is capable of pipeline intraoral illumination, it is simple to the monitoring camera-shooting of borehole camera head 4 with transparent tube 3.
One spring of coaxial package 6 and a pole slide 7 on described central shaft 15；In this
The bottom coaxial package of mandrel 15 is at the top of connecting shaft 19.
Pole slide 7 is uniformly installed three groups of travel driving units with jackshaft 15 for the center of circle.Often
Group travel driving unit mainly includes driving wheel on head 9, gear 11, head support brace 12, drives
Locating shaft 8, drive connection plate 10, turbine 13 and turbine support seat 14.Head support brace 12
One end is arranged on pole slide 7, and the other end is arranged on the gear 11 in the middle part of drive connection plate 10
Heteropleural face.The two ends of each drive connection plate 10 are respectively mounted driving wheel 9 and turbine 13.Each
Turbine 13 is arranged on turbine support seat 14 by turbine wheel shaft 13.1 and turbine fastener shaft 13.2.Often
On individual turbine fastener shaft 13.2, the both sides of turbine 13 are also respectively provided with turbine adjustment part 13.3, in order to
In installing, turbine 13 is more suitable, it is ensured that the normal rotation of turbine 13.
The outer wheel face of described each turbine 13 and the top contact of connecting shaft 19, and three turbines
The contact point of 13 is positioned on same circumference.The center of head riser 18 is run through and is sleeved on connecting shaft
The cervical region of 19.Three turbine support seats 14 and three driving locating shafts 8 are with connecting shaft 19 as the center of circle
Uniform alternate installation is sleeved on head riser 18.
At the middle part of this deep rock mass comprehensive variable orifice footpath gaging hole robot, through water pocket bracing frame 17
Connecting shaft 19 connects motor 23 by the dynamic seal 22 arranged bottom it；According to this motor 23 is carried
The power source of the walking of confession sends driving wheel 9 to.The torque of motor 23 is passed to by connecting shaft 19
Worm screw 13.4, then be delivered on driving wheel 9 through turbine 13, gear 11.Driving wheel 9 rotates also
Produce frictional force with the inwall of inspecting hole pipeline, just create the power of this driving means walking.Work as row
The when that the power walked being more than resistance, this driving means can start walking.The rotating forward of motor 23 and
Reversion can control moving forward and backward of this driving means.
Concrete, select the spring of proper stiffness coefficient to make spring 6, spring 6 is arranged on the probe end
Between seat 5 and pole slide 7, suitably outer tension force can be provided to three driving wheels 9；Ensure three
Individual driving wheel 9 can extend out and be supported in inspecting hole inner-walls of duct.
When being monitored in boring or pipeline, need corresponding reducing to ensure this driving means
Advance.Work reducing is also spring 6.When the walking of this driving means runs into barrier, one
After individual or multiple driving wheels 9 touch barrier, driving wheel 9, to contract, passes through drive connection
Plate 10, head support brace 12 act on pole slide 7；Spring 6 compresses, by three drivings
Take turns 9 Simultaneous Stabilizations to contract；Above-mentioned action can meet the requirement of reducing and obstacle detouring.In like manner,
When inspecting hole inner-walls of duct expands, corresponding spring 6 extends.Through reality test and test, this set
Variable diameter design is suitable for the scope of testing tube bore dia ± 5cm.
The most alternate on pole slide 7 three head support braces 12 and three are set drive locating shafts
8, it is possible to ensure that three groups of travel driving units can extend out uniformly or receive simultaneously under spring 6 acts on
Contracting, thus ensure that the axis of the equipment that whole device carries keeps unanimously, being particularly suitable for boring and taking the photograph
As the monitoring in 4 pairs of inspecting hole pipeline fronts, and utilize head water pocket 16 and bottom water pocket 24
The detection of sound wave coupling device.Similar with head, it is additionally provided with in the bottom of this driving means
Driven pulley 25.
Connecting shaft 19 through the water pocket bracing frame 17 of head passes through the dynamic seal arranged bottom it
22 connect motor 23；The power source of the walking provided by motor 23 according to this sends driving wheel 9 to.Electricity
The torque of machine 23 passes to worm screw 13.4 by connecting shaft 19, then arrives through turbine 13, gear 11
On driving wheel 9；Driving wheel 9 rotates and produces frictional force with inspecting hole inner-walls of duct, and this is namely originally
The power of the walking of driving means.When power is more than resistance when, this driving means can start
Walking.Rotating and reverse of motor 23 can control moving forward and backward of this driving means.
Spring 6 made by the spring selecting proper stiffness coefficient, and spring 6 is arranged on probe mount 5 and props up
Between bar slide 7, suitably outer tension force can be provided to three driving wheels 9；Ensure three driving wheels 9
Can extend out and be supported in inspecting hole inner-walls of duct.
Connecting shaft 19 coaxial package is at water pocket bracing frame 17 and the center of head water pocket 16.Head water
Being provided with detection probe 21 in capsule 16, this detection probe 21 is sonic probe or acoustic emission probe,
Wherein sonic probe is soic wave transmitting energy converter and acoustic receiver transducer, with the method for electromagnetic exciting
By soic wave transmitting energy converter to medium (such as: rock, rock mass, xoncrete structure etc.) transmitting sound
Ripple, receives media physical characteristics by acoustic receiver transducer on certain space length simultaneously and adjusts
Sound wave after system, by observation and analyze sound wave spread speed in this field medium, amplitude,
The parameters,acoustics such as frequency, can analyze structure and the situation drawing media interior, for Geotechnical Engineering construction
Data supporting is provided；Acoustic emission probe is then by receiving the acoustic signals that the micro rupture in medium sends
Analyze the information such as this position ruptured, energy, finally obtain damage range and the feature of media interior.
In order to ensure that the water coincidence of this detection probe 21 detects, it is provided with bottom head water pocket 16
Charging pipe 31.The two ends of charging pipe 31 connect head water pocket 16 and bottom water pocket 24 respectively.Water-filling
One end of arm 26 is connected in the middle part of charging pipe 31 in the way of threeway, another of water-filling arm 26
End extends the bottom of whole device and is connected with outside water injecting pump, water filling in two water pockets.
It is provided with detection probe 21 in bottom water pocket 24 on water pocket bracing frame 17.Same,
This detection probe 21 is sonic probe or acoustic emission probe, and wherein sonic probe is acoustic emission transducing
Device and acoustic receiver transducer, pass through soic wave transmitting energy converter to medium with the method for electromagnetic exciting
(such as: rock, rock mass, xoncrete structure etc.) launches sound wave, simultaneously at certain space length
On by acoustic receiver transducer receive media physical characteristics modulate after sound wave, by observation and point
Analyse the parameters,acoustics such as sound wave spread speed in this field medium, amplitude, frequency, can analyze
Go out structure and the situation of media interior, provide data supporting for Geotechnical Engineering construction；Acoustic emission probe
The acoustic signals then sent by receiving the micro rupture in medium analyzes this position ruptured, energy etc.
Information, finally obtains damage range and the feature of media interior.
Similar with head construction, the bottom of coaxial package it is also equipped with at the rear of bottom water pocket 24
Central shaft 34, spring 6 and pole slide 7.With bottom centre's axle 34 on the pole slide 7 of bottom
Locating shaft 8 is driven for the uniform alternate installation in the center of circle three bottom support brace 28 and three；Each bottom
One end of support brace 28 is arranged on pole slide 7, and the other end is arranged on a driven connecting plate 29
Middle part.The two ends of each driven connecting plate 29 are respectively mounted on driven pulley 25 and driven support seat 30.
Locating shaft 33 is the most alternate is arranged on a base plate riser 32 for three driven support seats 30 and three bottoms
On.
Unlike driving wheel 9, owing to driven pulley 25 need not be connected, at this with motor 23
It is not provided with turbine, worm screw and gear.Same, spring 6 provides suitable to three driven pulleys 25
Outer tension force；Ensure that three driven pulleys 25 are also adjacent to inspecting hole inner-walls of duct, rise and support and assist walking
Effect.
Detection probe 21 respectively sonic probe or sound in head water pocket 16 and bottom water pocket 24 are sent out
Penetrate probe.When using sonic probe, both should be transmitting probe and receiving transducer respectively, uses
The probe of same frequency can be used during acoustic emission probe to be used as the probe of different frequency.Probe can
Being directly placed in water pocket, the wire being connected with probe can be drawn by side, with borehole camera head 4
Data wire be bundled together, be connected with relevant device sonic apparatus or acoustic emission instrument afterwards.
Arranging one or more sensor 27 in shell 20, this sensor is alignment sensor, can be real
Time transmit speed and the information such as position that this driving means is advanced.
Head water pocket 16 and bottom water pocket 24 such as are at the annular of external diameter, and outer dia scope is
50mm～150mm.Concrete size time actually used can be processed according to concrete aperture, water pocket
Outer dia be greater than bore diameter certain limit.
The deep rock mass comprehensive variable orifice footpath gaging hole robot of this utility model design can be common to dry hole
And have water hole.Different situations for inspecting hole have different specific operation process.Under normal circumstances,
The diameter of the inspecting hole of Geotechnical Engineering is the most consistent with existing bit diameter, typically has a size of
56mm, 59mm, 75mm, 91mm, 110mm, 130mm.
Concrete, the material of described head water pocket 16 and bottom water pocket 24 selects, configuration design
Unanimously.Same, when specifically used, it is also possible at head water pocket 16 and bottom water pocket 24
Sealant is coated in outer projecting portion, can reach preferably sealing effectiveness.Specifically can use all
Intellectual circle makees sealant.
The most first inspecting hole, boring, clear hole is arranged by testing requirement so that it is possess testing conditions before test；
All valves and instrument are the most all to close.
Concrete utilizes this deep rock mass comprehensive variable orifice footpath gaging hole robot to the boring in rock mass, pipe
When road etc. are tested, sequentially include the following steps:
Step one: comprehensive for deep rock mass variable orifice footpath gaging hole robot is put into inspecting hole, records at the beginning of it
Beginning position.
Step 2: manipulate the traveling of this driving means by controlling device.
Only need to advance by given pace when carrying out borehole camera；When carrying out sound wave or acoustic emission
Need during monitoring to march to target location.
Step 3: when carrying out sound wave or acoustic emission monitor(ing), is returned by the sensor 27 in driving means
The positional information returned, advances to pre-position by driving means and stops；
Step 4: head water pocket 16 and bottom water pocket 24 carry out water-filling, and to make it expand tight with hole wall
Patch, then manipulation sonic apparatus or acoustic emission instrument are tested.
After the test of fixed position completes, the water of head water pocket 16 and bottom water pocket 24 is extracted out,
Making water pocket shrink, manipulation driving means advances to next test section.
Step 5: after being all completed, manipulation driving means exits boring.
Other unaccounted parts belong to prior art.
Claims (5)
1. a deep rock mass comprehensive variable orifice footpath gaging hole robot, it is characterised in that: its head mainly include borehole camera head (4), driving wheel (9) and head water pocket (16)；Middle part mainly includes motor (23)；Bottom mainly includes bottom water pocket (24) and driven pulley (25)；Overall outside is shell (20)；
Described borehole camera head (4) is arranged on the base (5) in transparent tube (3), closing with plug (1) foremost of transparent tube (3), is coaxially installed with reflecting mirror (2) inside the front end of transparent tube (3)；Probe mount (5) is coaxially mounted to the front of jackshaft (15)；Hexagonal shell (20) outside data wire utilization at borehole camera head (4) rear connects monitoring device；
Upper one spring (6) of coaxial package of described jackshaft (15) and a pole slide (7)；The bottom coaxial package of this jackshaft (15) is at the top of connecting shaft (19)；
Pole slide (7) is that three groups of travel driving units are uniformly installed in the center of circle with jackshaft (15)；Often group travel driving unit mainly includes driving wheel on head (9), drive connection plate (10), turbine (13) and turbine support seat (14)；One end of head support brace (12) is arranged on pole slide (7), and the other end is arranged on the heteropleural face of the gear (11) at drive connection plate (10) middle part；The two ends of each drive connection plate (10) are respectively mounted driving wheel (9) and turbine (13)；Each turbine (13) is arranged on turbine support seat (14) by turbine wheel shaft (13.1) and turbine fastener shaft (13.2)；The both sides of the upper turbine (13) of each turbine fastener shaft (13.2) are also respectively provided with turbine adjustment part (13.3)；
The outer wheel face of described each turbine (13) and the top contact of connecting shaft (19), and the contact point of three turbines (13) is positioned on same circumference；The cervical region being sleeved on connecting shaft (19) is run through at the center of head riser (18)；Three turbine support seats (14) and three drivings locating shaft (8) are that the uniform alternate installation in the center of circle is sleeved on head riser (18) with connecting shaft (19)；
At the middle part of this deep rock mass comprehensive variable orifice footpath gaging hole robot, the connecting shaft (19) through water pocket bracing frame (17) connects motor (23) by the dynamic seal (22) arranged bottom it；
Connecting shaft (19) coaxial package is at water pocket bracing frame (17) and the center of head water pocket (16)；Detection probe (21) it is provided with in head water pocket (16)；Head water pocket (16) bottom is provided with charging pipe (31)；The two ends of charging pipe (31) connect head water pocket (16) and bottom water pocket (24) respectively；One end of water-filling arm (26) is connected to charging pipe (31) middle part in the way of threeway, and the other end of water-filling arm (26) extends the bottom of whole device and is connected with outside water injecting pump；
It is provided with detection probe (21) in bottom water pocket (24) on water pocket bracing frame (17)；
Bottom centre's axle (34) of coaxial package, spring (6) and pole slide (7) it is also equipped with at the rear of bottom water pocket (24)；The pole slide (7) of bottom is upper is the uniform alternate installation in the center of circle three bottom support brace (28) and three drivings locating shaft (8) with bottom centre's axle (34)；One end of each bottom support brace (28) is arranged on pole slide (7), and the other end is arranged on driven connecting plate (29) middle part；The two ends of each driven connecting plate (29) are respectively mounted on driven pulley (25) and driven support seat (30)；Three driven support seats (30) and three bottoms locating shaft (33) the most alternate are arranged on a base plate riser (32).
Deep rock mass the most according to claim 1 comprehensive variable orifice footpath gaging hole robot, it is characterised in that: the detection probe (21) in described head water pocket (16) and bottom water pocket (24) is respectively sonic probe or acoustic emission probe；Their wire is connected with relevant device sonic apparatus or acoustic emission instrument after being drawn by side.
Deep rock mass the most according to claim 1 and 2 comprehensive variable orifice footpath gaging hole robot, it is characterised in that: arranging one or more sensor (27) in described shell (20), this sensor is alignment sensor.
Deep rock mass the most according to claim 3 comprehensive variable orifice footpath gaging hole robot, it is characterized in that: described head water pocket (16) is the annular that material is identical, external diameter is identical with bottom water pocket (24), and outer dia scope is 50mm～150mm.
Deep rock mass the most according to claim 4 comprehensive variable orifice footpath gaging hole robot, it is characterised in that: described head water pocket (16) and the outer dia of bottom water pocket (24) are more than bore diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620322488.4U CN205720113U (en) | 2016-04-18 | 2016-04-18 | Deep rock mass comprehensive variable orifice footpath gaging hole robot |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620322488.4U CN205720113U (en) | 2016-04-18 | 2016-04-18 | Deep rock mass comprehensive variable orifice footpath gaging hole robot |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205720113U true CN205720113U (en) | 2016-11-23 |
Family
ID=57297212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620322488.4U Expired - Fee Related CN205720113U (en) | 2016-04-18 | 2016-04-18 | Deep rock mass comprehensive variable orifice footpath gaging hole robot |
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| Country | Link |
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| CN (1) | CN205720113U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105717200A (en) * | 2016-04-18 | 2016-06-29 | 中国科学院武汉岩土力学研究所 | Comprehensive variable aperture hole measuring robot for deep rock mass and use method of robot |
| CN108161950A (en) * | 2018-01-31 | 2018-06-15 | 金陵科技学院 | A kind of pipe detection repair robot |
-
2016
- 2016-04-18 CN CN201620322488.4U patent/CN205720113U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105717200A (en) * | 2016-04-18 | 2016-06-29 | 中国科学院武汉岩土力学研究所 | Comprehensive variable aperture hole measuring robot for deep rock mass and use method of robot |
| CN105717200B (en) * | 2016-04-18 | 2019-04-12 | 中国科学院武汉岩土力学研究所 | The comprehensive variable orifice diameter gaging hole robot of deep rock mass and its application method |
| CN108161950A (en) * | 2018-01-31 | 2018-06-15 | 金陵科技学院 | A kind of pipe detection repair robot |
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