CN205955721U - Giant magnetostrictive drilling becomes mould accuracy of measurement - Google Patents
Giant magnetostrictive drilling becomes mould accuracy of measurement Download PDFInfo
- Publication number
- CN205955721U CN205955721U CN201620991480.7U CN201620991480U CN205955721U CN 205955721 U CN205955721 U CN 205955721U CN 201620991480 U CN201620991480 U CN 201620991480U CN 205955721 U CN205955721 U CN 205955721U
- Authority
- CN
- China
- Prior art keywords
- ultra
- shell
- giant magnetostrictive
- bearing plate
- magnetic telescopic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Force Measurement Appropriate To Specific Purposes (AREA)
- Geophysics And Detection Of Objects (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a giant magnetostrictive drilling becomes mould accuracy of measurement, this probe is including the shell, the shell mid -mounting has horizontal giant magnetostrictive pole, giant magnetostrictive pole outer wall parcel has exciting coil, metal base is all installed at giant magnetostrictive pole both ends, metal base is close to the one end of giant magnetostrictive pole and all installs drive gear, still include two motors, both sides about exciting coil are installed respectively to the motor, the motor output end is the transmission shaft, the terminal rigid coupling of transmission shaft has the drive gear with transmission gear meshing, the metal base outer end is provided with the telescopic bearing plate, the bearing plate passes through threaded connection with metal base, bearing plate outer end mid -mounting has pressure sensor, install the wire in the shell, the wire in proper order with two motors, two pressure sensor and exciting coil link to each other. The utility model has the advantages of convenient operation, measurement of efficiency are high, data are accurate, but wide application in rock mass field test and testing work.
Description
Technical field
This utility model is related to engineering exploration technical field and in particular to a kind of boring of ultra-magnetic telescopic becomes mould measurement spy
Head.
Background technology
Often will be using geotechnical boring come the deformation modulus of testing bore holes different depth position rock mass and bullet in prospecting test
Property modulus, conventional method is boring elastic modulus instrument method, and boring elastic modulus instrument is on popping one's head in thousand jin of micro hydraulic top with installing,
The stress axle two ends of jack are connected with a pair semicircle bearing plate, and install corresponding displacement meter, by the pressurization on ground
Oil pump applies one group of pressure, reads corresponding shift value simultaneously, calculates the deformation of rock mass by corresponding elastic deformation formula
Modulus and elastic modelling quantity, the shortcoming of this measuring method is:Using hydraulic jack volume big, need oil pipe and in the hole probe phase
Connect, test site equipment is many, program is numerous and diverse, because boring mostly is small-bore exploratory hole, miniature thousand jin of pressure on top surface is difficult to surpass
30Mpa is it is impossible to test hard rock.
Utility model content
This utility model aims to provide a kind of boring of ultra-magnetic telescopic and becomes mould measuring probe, with solve existing for geology brill
Hole come to test different depth rock mass deformation modulus and elastic modelling quantity when existing hydraulic jack volume is big, test site sets
Standby many, program is numerous and diverse, the problems such as cannot test hard rock.
This utility model is achieved by following technical solution:
A kind of ultra-magnetic telescopic boring becomes mould measuring probe, including shell, is provided with horizontal super mangneto and stretches in the middle part of shell
Contracting bar, ultra-magnetic telescopic bar outer wall is enclosed with excitation coil, and ultra-magnetic telescopic bar two ends are mounted on metal pedestal, and metal pedestal is close
One end of ultra-magnetic telescopic bar is mounted on travelling gear, also includes two motors, it is upper and lower that motor is separately mounted to excitation coil
Both sides, motor output end is power transmission shaft, and transmission shaft end is connected with the driving gear being meshed with described travelling gear, metal pedestal
Outer end is provided with telescopic bearing plate, and bearing plate is threaded connection with metal pedestal, and bearing plate is provided with pressure in the middle part of outer end
Sensor, inside the shell is provided with wire, and wire is connected with two motors, two pressure transducers and excitation coil successively.
The longitudinal section of described shell is ellipse, and cross-sectional diameter is 50mm, and longitudinal section height is 200-300mm.
Described inside the shell also inserts obturator.
The beneficial effects of the utility model are:
Compared with prior art, the ultra-magnetic telescopic boring that this utility model provides becomes mould measuring probe, can complete to bore
Measure modification modulus or the elastic modelling quantity of rock mass in hole, efficiently solve traditional thousand jin of top of miniature oil pressure and play lacking of mould instrument presence
Point, and this utility model has the advantages that easy to operate, measurement efficiency is high, data is accurate, can be widely applied to the examination of rock mass scene
Test and detect experiment work.
Brief description
Fig. 1 is structure chart of the present utility model;
Fig. 2 is stretched condition figure of the present utility model;
Fig. 3 is use state figure of the present utility model;
In figure:1- motor, 2- driving gear, 3- travelling gear, 4- bearing plate, 5- excitation coil, 6- ultra-magnetic telescopic bar,
7- pressure transducer, 8- metal pedestal, 9- wire, 10- obturator, 11- power transmission shaft, 12- shell, 13- boring to be measured, 14- pulley,
15- controller.
Specific embodiment
Below in conjunction with accompanying drawing, the technical solution of the utility model is described further, but required protection domain is not
It is confined to described;
As shown in figure 1, the ultra-magnetic telescopic boring that this utility model provides becomes mould measuring probe, including shell 12, shell
Horizontal ultra-magnetic telescopic bar 6 is installed in the middle part of in the of 12, ultra-magnetic telescopic bar 6 outer wall is enclosed with excitation coil 5, ultra-magnetic telescopic bar
6 two ends are mounted on metal pedestal 8, and metal pedestal 8 is mounted on travelling gear 3 near one end of ultra-magnetic telescopic bar 6, also includes two
Individual motor 1, motor 1 is separately mounted to excitation coil, and about 5 both sides, and motor 1 outfan is power transmission shaft 11, and power transmission shaft 11 end is solid
It is connected to the driving gear 2 being meshed with described travelling gear 3, metal pedestal 8 outer end is provided with telescopic bearing plate 4, bearing plate 4
It is threaded connection with metal pedestal 8, pressure transducer 7 is installed in the middle part of bearing plate 4 outer end, wire 9 is installed in shell 12, leads
Line 9 is connected with 1, two pressure transducers 7 of two motors and excitation coil 5 successively.
The longitudinal section of described shell 12 is ellipse, and cross-sectional diameter is 50mm, and longitudinal section height is 200-300mm.
Obturator 10 is also inserted in described shell 12.
Comprised the following steps using the measuring method that the boring of above-mentioned ultra-magnetic telescopic becomes mould measuring probe:
A bottom that () detects in need opens up boring 13 to be measured, and probe is transferred to boring to be measured 13 MTD positions;
B () bypasses the wire 9 at top of popping one's head in after the pulley 14 that setting is with hole and is arranged on the measurement control machine on ground
15 are connected, as shown in Figure 3;
C () starts motor 1, motor 1 drives drive shaft 11 and driving gear 2 to rotate, and driving gear 2 drives meshed
Travelling gear 3 rotate and then drive metal pedestal 8 to rotate, with the rotation of metal pedestal 8, holding of its end is socketed in by screw thread
Pressing plate 4 gradually extends and to both sides expansion, until the inwall of boring 13 to be measured, until popping one's head in and steady in state as shown in Figure 2
Gu till, close motor 1;
D (), according to rock type, designs one group of related to rock type group current intensity;
E () sends, to excitation coil 5, the electric current having designed in measurement control machine 15 respectively, each exciting current keeps
Tens of seconds, simultaneously by the numerical value of the pressure transducer 7 under this exciting current of measuring instrument record;
F this group displacement and pressure value are called in calculation procedure by (), that is, obtain the change modulus value of this point.
Claims (3)
1. a kind of boring of ultra-magnetic telescopic become mould measuring probe it is characterised in that:Including shell (12), install in the middle part of shell (12)
There is horizontal ultra-magnetic telescopic bar (6), ultra-magnetic telescopic bar (6) outer wall is enclosed with excitation coil (5), ultra-magnetic telescopic bar (6)
Two ends are mounted on metal pedestal (8), and metal pedestal (8) is mounted on travelling gear (3) near one end of ultra-magnetic telescopic bar (6),
Also include two motors (1), motor (1) is separately mounted to excitation coil (5) both sides up and down, motor (1) outfan is power transmission shaft
(11), power transmission shaft (11) end is connected with the driving gear (2) being meshed with described travelling gear (3), and metal pedestal (8) outer end sets
It is equipped with telescopic bearing plate (4), bearing plate (4) is threaded connection with metal pedestal (8), install in the middle part of bearing plate (4) outer end
Have pressure transducer (7), wire (9) be installed in shell (12), wire (9) successively with two motors (1), two pressure sensings
Device (7) is connected with excitation coil (5).
2. ultra-magnetic telescopic according to claim 1 boring become mould measuring probe it is characterised in that:Described shell (12)
Longitudinal section is ellipse, and cross-sectional diameter is 50mm, and longitudinal section height is 200-300mm.
3. ultra-magnetic telescopic according to claim 1 boring become mould measuring probe it is characterised in that:In described shell (12)
Also insert obturator (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620991480.7U CN205955721U (en) | 2016-08-30 | 2016-08-30 | Giant magnetostrictive drilling becomes mould accuracy of measurement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620991480.7U CN205955721U (en) | 2016-08-30 | 2016-08-30 | Giant magnetostrictive drilling becomes mould accuracy of measurement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205955721U true CN205955721U (en) | 2017-02-15 |
Family
ID=57978383
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620991480.7U Active CN205955721U (en) | 2016-08-30 | 2016-08-30 | Giant magnetostrictive drilling becomes mould accuracy of measurement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205955721U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106194157A (en) * | 2016-08-30 | 2016-12-07 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of ultra-magnetic telescopic boring becomes mould measuring probe and measuring method |
-
2016
- 2016-08-30 CN CN201620991480.7U patent/CN205955721U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106194157A (en) * | 2016-08-30 | 2016-12-07 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of ultra-magnetic telescopic boring becomes mould measuring probe and measuring method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2020101353A4 (en) | Indoor drilling perception test system for mechanical properties of rock masses | |
CN101294489B (en) | Apparatus for testing applied force and displacement of down-hole tubular pile | |
CN103149078A (en) | Tension-compression-torsion-shearing coupling-based stress path triaxial apparatus | |
CN202182830U (en) | Sandy soil rotary embedding device | |
CN203310554U (en) | Three-component dual-ring borehole deformeter | |
CN203117060U (en) | Stratometer | |
CN107389472A (en) | A kind of mechanical cross plate shearing instrument and its application method | |
CN103216220A (en) | Horizontal drilling test device for rotary steerable tool | |
CN204924522U (en) | A moment of torsion detection device for revolving dig rig unit head | |
CN113702211A (en) | Hole wall lateral expansion rotary shearing device for drilling shearing test and testing method | |
CN206248252U (en) | A kind of anchor pole axial direction dynamometer | |
CN205955721U (en) | Giant magnetostrictive drilling becomes mould accuracy of measurement | |
CN201730608U (en) | Comprehensive logging instrument for underground layered string inspection | |
CN105507226B (en) | Exclude the method and its displacement detector of transmission rod Bending Influence screw plate loading test accuracy | |
CN106194157A (en) | A kind of ultra-magnetic telescopic boring becomes mould measuring probe and measuring method | |
CN104897321B (en) | Wall shearing stress method of testing in a kind of pre-formed members concrete tubular pile pile body | |
CN204530654U (en) | A kind of soil pressure measurement mechanism | |
CN207318138U (en) | For field vane shear test and the integrated apparatus of sampling | |
CN203479436U (en) | Pile body stress test apparatus for static-pressure prestressed high-strength concrete pile | |
CN204988572U (en) | Skin friction testing arrangement in prefabricated opening concrete pipe pile pile body | |
CN208238771U (en) | Reusable large range high precision separation indicator | |
CN203188996U (en) | Rotary guiding tool horizontal drilling test device | |
JP2005010122A (en) | Method and apparatus for measuring stress by overcoring type stress analysis method | |
CN207363653U (en) | A kind of underground engineering parameter measuring instrument | |
CN204457739U (en) | A kind of injection well pipe column forces testing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |