CN202467823U - Automatic-reducing guide mounting device for ground stress hollow inclusion - Google Patents
Automatic-reducing guide mounting device for ground stress hollow inclusion Download PDFInfo
- Publication number
- CN202467823U CN202467823U CN2012201185355U CN201220118535U CN202467823U CN 202467823 U CN202467823 U CN 202467823U CN 2012201185355 U CN2012201185355 U CN 2012201185355U CN 201220118535 U CN201220118535 U CN 201220118535U CN 202467823 U CN202467823 U CN 202467823U
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- China
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- guide rod
- hollow inclusion
- automatic
- erecting device
- stress hollow
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Abstract
The utility model relates to an automatic-reducing guide mounting device for a ground stress hollow inclusion. The mounting device comprises a long round rod-shaped guide rod. The front part of the guide rod is provided with an azimuth angle sensor, a camera and the hollow inclusion in sequence, wherein the camera is provided with an illuminating lamp; the azimuth angle sensor and the camera are connected with an external computer through leads; vertical guide rails are arranged outside the guide rod; and the guide rod is provided with reducing devices. The automatic-reducing guide mounting device for the ground stress hollow inclusion can be changed in diameter, therefore, the inclusion is convenient in installation and retreating, and ground stress can be conveniently detected.
Description
Technical field
The utility model relates to the guiding erecting device of a kind of mine with the geostatic stress hollow inclusion, but especially a kind of geostatic stress hollow inclusion automatic diameter changing guiding erecting device.
Background technology
At present; Detection for geostatic stress under the mine mainly is on crag, to punch; Then the geostatic stress hollow inclusion is installed in the hole and detects, the diameter of traditional geostatic stress hollow inclusion erecting device is immutable, when the rock core hole inner rough or when the hole of collapsing phenomenon is arranged; Can cause erecting device to insert in the hole exactly or make guide rod can't advance, retreat, influence is normal to be detected and uses.
The utility model content
In order to address the above problem, but the utility model provides a kind of geostatic stress hollow inclusion automatic diameter changing guiding erecting device, the convertible size of the diameter of this device makes things convenient for the installation of inclusion and withdraws from, for the detection of geostatic stress provides convenience.
The utility model solves the technical scheme that its technical problem adopted: but this geostatic stress hollow inclusion automatic diameter changing guiding erecting device comprises guide rod, fixed block, connecting rod, guide rail, compression spring, computer, positioning ring, azimuth sensor, camera and hollow inclusion; Said erecting device has the guide rod of an oval rod; The anterior order of said guide rod is equipped with azimuth sensor, has the camera and the hollow inclusion of illuminating lamp; Said azimuth sensor is connected with outside computer through lead with camera; The outside of said guide rod is provided with vertical guide rail, and change diameter device is installed; Said change diameter device has a compression spring with the guide rod coaxial package; One end of said compression spring is fixedly connected with guide rod, and the other end can freely stretch and be equipped with and the fixing positioning ring of guide rail sliding connection; The correspondence of two ends up and down of said compression spring is connected with the connecting rod of equal length; Each intersects corresponding up and down connecting rod and is hinged that to be connected to the outer face be the arcuate fixed piece; Said fixed block circumferentially equidistantly distributes around guide rod, and the outer face of all fixed blocks is on the contour of same circle.
The number of the above guide rail is 1～10, is preferably 2～6.
The number of the change diameter device of installing on the above guide rod is preferably 3～4 into more than 2.
Said each change diameter device includes 3～20 fixed blocks, is preferably 3～8.
The beneficial effect of the utility model is: but the convertible size of diameter of this geostatic stress hollow inclusion automatic diameter changing guiding erecting device make things convenient for the installation of inclusion and withdraw from, for the detection of geostatic stress provides convenience.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is described further.
But accompanying drawing 1 is the example structure sketch map of this geostatic stress hollow inclusion automatic diameter changing guiding erecting device.
Among the figure, 1. guide rod, 2. fixed block, 3. connecting rod, 4. guide rail, 5. compression spring, 6. computer, 7. positioning ring, 8. azimuth sensor, 9. camera, 10. hollow inclusion.
The specific embodiment
In accompanying drawing 1, but this geostatic stress hollow inclusion automatic diameter changing guiding erecting device comprises guide rod 1, fixed block 2, connecting rod 3, guide rail 4, compression spring 5, computer 6, positioning ring 7, azimuth sensor 8, camera 9 and hollow inclusion 10; Said erecting device has the guide rod 1 of an oval rod; The anterior order of said guide rod 1 is equipped with azimuth sensor 8, has the camera 9 and the hollow inclusion 10 of illuminating lamp; Said azimuth sensor 8 is connected with outside computer 6 through lead with camera 9; The outside of said guide rod 1 is provided with vertical guide rail 4, and change diameter device is installed; Said change diameter device has a compression spring 5 with guide rod 1 coaxial package; One end of said compression spring 5 is fixedly connected with guide rod 1, and the other end can freely stretch and be equipped with and the fixing positioning ring 7 of guide rail 4 sliding connections; The correspondence of two ends up and down of said compression spring 5 is connected with the connecting rod 3 of equal length; Each intersects corresponding up and down connecting rod 3 and is hinged that to be connected to the outer face be arcuate fixed piece 2; Said fixed block 2 circumferentially equidistantly distributes around guide rod 1, and the outer face of all fixed blocks 2 is on the contour of same circle.
The number of the above guide rail 4 is 1～10, is preferably 2～6.
The number of the change diameter device of installing on the above guide rod 1 is preferably 3～4 into more than 2.
Said each change diameter device comprises 3～20 fixed blocks 2, is preferably 3～8.
During use, the front end of guide rod 1 is stretched in the petrosal foramen, camera 9 and azimuth sensor 8 are transferred to computer 6 with the situation in the hole; The operator grasps situation in the petrosal foramen through the display screen of observing computer 6; Guide rod 1 is pushed ahead, and when running into rubble or collapse the hole phenomenon, the change diameter device on the guide rod 1 is squeezed; Diameter diminishes, and makes things convenient for guide rod 1 to pass through; Under the normal situation of petrosal foramen, change diameter device struts with the inwall of petrosal foramen and fits, and guarantees that guide rod 1 remains at the centre of petrosal foramen in the process of advancing, and hollow inclusion 10 can be inserted identically detect in the hole.
Claims (7)
- But 1. geostatic stress hollow inclusion automatic diameter changing guiding erecting device, this device comprises guide rod (1), fixed block (2), connecting rod (3), guide rail (4), compression spring (5), computer (6), positioning ring (7), azimuth sensor (8), camera (9) and hollow inclusion (10); Said erecting device has the guide rod (1) of an oval rod; The anterior order of said guide rod (1) is equipped with azimuth sensor (8), has the camera (9) and the hollow inclusion (10) of illuminating lamp; It is characterized in that: said azimuth sensor (8) is connected with outside computer (6) through lead with camera (9); The outside of said guide rod (1) is provided with vertical guide rail (4), and change diameter device is installed; Said change diameter device has a compression spring (5) with guide rod (1) coaxial package; One end of said compression spring (5) is fixedly connected with guide rod (1), the positioning ring (7) that the other end can freely stretch and be equipped with and guide rail (4) sliding connection is fixing; The correspondence of two ends up and down of said compression spring (5) is connected with the connecting rod (3) of equal length; Each intersects corresponding up and down connecting rod (3) and is hinged that to be connected to the outer face be arcuate fixed piece (2); Said fixed block (2) circumferentially equidistantly distributes around guide rod (1), and the outer face of all fixed blocks (2) is on the contour of same circle.
- 2. but according to the said geostatic stress hollow inclusion of claim 1 automatic diameter changing guiding erecting device, it is characterized in that: the number of said guide rail (4) is 1～10.
- 3. but according to the said geostatic stress hollow inclusion of claim 1 automatic diameter changing guiding erecting device, it is characterized in that: a said guide rod (1) is gone up the number of the change diameter device of installing into more than 2.
- 4. but according to the said geostatic stress hollow inclusion of claim 1 automatic diameter changing guiding erecting device, it is characterized in that: said each change diameter device includes 3～20 fixed blocks (2).
- 5. but according to the said geostatic stress hollow inclusion of claim 2 automatic diameter changing guiding erecting device, it is characterized in that: the number of said guide rail (4) is 2～6.
- 6. but according to the said geostatic stress hollow inclusion of claim 3 automatic diameter changing guiding erecting device, it is characterized in that: the number that a said guide rod (1) is gone up the change diameter device of installing is 3～4.
- 7. but according to the said geostatic stress hollow inclusion of claim 4 automatic diameter changing guiding erecting device, it is characterized in that: said each change diameter device includes 3～8 fixed blocks (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201185355U CN202467823U (en) | 2012-03-19 | 2012-03-19 | Automatic-reducing guide mounting device for ground stress hollow inclusion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201185355U CN202467823U (en) | 2012-03-19 | 2012-03-19 | Automatic-reducing guide mounting device for ground stress hollow inclusion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202467823U true CN202467823U (en) | 2012-10-03 |
Family
ID=46915988
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201185355U Expired - Fee Related CN202467823U (en) | 2012-03-19 | 2012-03-19 | Automatic-reducing guide mounting device for ground stress hollow inclusion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202467823U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103287814A (en) * | 2013-06-07 | 2013-09-11 | 南通友联数码技术开发有限公司 | Self-adaption concentric collimating device |
| CN103293023A (en) * | 2013-06-18 | 2013-09-11 | 南京大学 | Original state sampling method for constructed fractured rock mass |
| CN104215364A (en) * | 2014-07-15 | 2014-12-17 | 安徽理工大学 | Self-propelled diameter-variable stress rosette pasting device used for geostress measuring |
| CN104989378A (en) * | 2015-08-05 | 2015-10-21 | 长江地球物理探测（武汉）有限公司 | Boring television probe equipped with variable-diameter connecting device |
| CN105526958A (en) * | 2016-02-01 | 2016-04-27 | 西安科技大学 | Boring photoelectric probe support |
| CN108896225A (en) * | 2013-12-06 | 2018-11-27 | 秦燕雯 | A kind of device of rock core geodetic stress |
| CN110530255A (en) * | 2019-09-04 | 2019-12-03 | 中国电建集团中南勘测设计研究院有限公司 | A kind of detecting earth stress rubber V shape triaxial strain meter cable connecting device, triaxial strain meter and its application method |
-
2012
- 2012-03-19 CN CN2012201185355U patent/CN202467823U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103287814A (en) * | 2013-06-07 | 2013-09-11 | 南通友联数码技术开发有限公司 | Self-adaption concentric collimating device |
| CN103293023A (en) * | 2013-06-18 | 2013-09-11 | 南京大学 | Original state sampling method for constructed fractured rock mass |
| CN103293023B (en) * | 2013-06-18 | 2015-07-08 | 南京大学 | Original state sampling method for constructed fractured rock mass |
| CN108896225A (en) * | 2013-12-06 | 2018-11-27 | 秦燕雯 | A kind of device of rock core geodetic stress |
| CN108896224A (en) * | 2013-12-06 | 2018-11-27 | 秦燕雯 | A kind of device of geodetic stress |
| CN104215364A (en) * | 2014-07-15 | 2014-12-17 | 安徽理工大学 | Self-propelled diameter-variable stress rosette pasting device used for geostress measuring |
| CN104215364B (en) * | 2014-07-15 | 2016-08-31 | 安徽理工大学 | A kind of strain rosette sticker of reducing voluntarily for geostress survey |
| CN104989378A (en) * | 2015-08-05 | 2015-10-21 | 长江地球物理探测（武汉）有限公司 | Boring television probe equipped with variable-diameter connecting device |
| CN105526958A (en) * | 2016-02-01 | 2016-04-27 | 西安科技大学 | Boring photoelectric probe support |
| CN110530255A (en) * | 2019-09-04 | 2019-12-03 | 中国电建集团中南勘测设计研究院有限公司 | A kind of detecting earth stress rubber V shape triaxial strain meter cable connecting device, triaxial strain meter and its application method |
| CN110530255B (en) * | 2019-09-04 | 2021-06-11 | 中国电建集团中南勘测设计研究院有限公司 | Rubber fork type triaxial strain gauge cable connecting device for ground stress test, triaxial strain gauge and using method of triaxial strain gauge cable connecting device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Huainan Huahai Mdt InfoTech Ltd Assignor: Anhui University Of Science And Technology Contract record no.: 2012340000372 Denomination of utility model: Automatic-reducing guide mounting device for ground stress hollow inclusion Granted publication date: 20121003 License type: Exclusive License Record date: 20121224 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121003 Termination date: 20130319 |