CN201780176U - Compass orientation device for longhole ground stress testing - Google Patents
Compass orientation device for longhole ground stress testing Download PDFInfo
- Publication number
- CN201780176U CN201780176U CN2010202965270U CN201020296527U CN201780176U CN 201780176 U CN201780176 U CN 201780176U CN 2010202965270 U CN2010202965270 U CN 2010202965270U CN 201020296527 U CN201020296527 U CN 201020296527U CN 201780176 U CN201780176 U CN 201780176U
- Authority
- CN
- China
- Prior art keywords
- compass
- protection tube
- timer
- longhole
- orientation device
- 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 - Lifetime
Links
- 238000009662 stress testing Methods 0.000 title abstract 3
- 238000012360 testing method Methods 0.000 claims abstract description 16
- 239000000203 mixture Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 4
- 230000007547 defect Effects 0.000 abstract 1
- 238000005553 drilling Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a compass orientation device for longhole ground stress testing, comprising a protection tube, a compass, a timer and a guide tube, wherein the compass and the timer are arranged in the protection tube and fixed by set screws at the top of the timer, and the protection tube is arranged in the guide tube. The compass orientation device is characterized in that the lateral edge of the compass is fixed on the protection tube through a set screw, and connection keys are arranged between the protection tube and the guide tube. The compass orientation device for the longhole ground stress testing cannot deviate in the process of testing a longhole, not only has high precision and accurate orientation and solves the difficulty of orientation of a vertical drill hole, but also overcomes the defects of the traditional manual method which is cumbersome and has errors since a drill stem is marked out and an orifice is oriented by the compass. The utility model is accurate and convenient and improves the test efficiency.
Description
Technical field
The utility model relates to a kind of deep hole terrestrial stress test compass direction finder.
Background technology
The magnitude (stress value) and the direction of on-the-spot geostress survey are the engineering design important indicators.The size of terrestrial stress is measured by 36-3 type borehole deformeter, adopts compass usually and measure direction in the test of upright opening terrestrial stress.Existing compass tiltmeter is by guide pipe, and the compass timer is formed, and compass is free attitude in pipe, rotates freely the angle of measuring skew direction and deflection according to hole scattering.But the test for deep hole is to rule on drilling rod, and aperture compass orientation is heavy and the manual method of error is arranged, and is inconvenient and inaccurate.
Summary of the invention
The purpose of this utility model provides a kind of improved deep hole terrestrial stress test compass direction finder, and its degree of accuracy height, direction are accurate, has solved the difficult problem of vertical drilling orientation.
The technical solution of the utility model is:
Deep hole terrestrial stress test compass direction finder comprises protection tube, compass, timer, guide pipe composition; Compass, timer place in the protection tube and are fixed by timer top fixed screw, and protection tube places in the guide pipe, it is characterized in that the side of compass is fixed on the protection tube by fixed screw, between protection tube and guide pipe connecting key is arranged.
The deep hole terrestrial stress test compass direction finder of the utility model (improving the back) can not be offset when carrying out the test of deep hole, not only degree of accuracy height, direction are accurate, solved the difficult problem of vertical drilling orientation, and overcame originally and on drilling rod, rule, aperture compass orientation, heavy and the manual method of error arranged.Promptly accurately convenient again, improved test efficiency.
Description of drawings
Fig. 1 is deep hole terrestrial stress test compass direction finder (protection tube) structural representation of the present utility model.
Fig. 2 is the vertical view of Fig. 1.
Fig. 3 is deep hole terrestrial stress test compass direction finder (guide pipe) structural representation of the present utility model.
Fig. 4 is the vertical view of Fig. 3.
Among the figure, 1-fixed screw, 2-protection tube, 3-timer, 4-protection tube external key, 5-top fixed screw, 6-guide pipe, 7-keyway, 8-deformation gauge feed beam, 9-compass.
Embodiment
As shown in the figure, deep hole terrestrial stress test compass direction finder comprises protection tube 2, compass 9, timer 3, guide pipe 6 compositions; Compass 9, timer 3 place in the protection tube 2, and fixing by timer top fixed screw 5, protection tube 2 places in the guide pipe 6, and the side of compass 9 is fixed on the protection tube by fixed screw 1, at protection tube 2 and 6 of guide pipes connecting key (7 place) is arranged.Compass can not rotate it after fixing by screw 1 and 5.The socket center of deformation gauge feed beam 8 that is installed in the guide pipe bottom is consistent with the compass east-west direction, connect guide pipe with drilling rod deformation gauge is sent into measurement aperture in the upright opening, according to the time of the predetermined compass timer of boring different length, timer reaches behind the preset time the compass auto lock, check the direction of compass locking, just may calculate the position angle of 4 steel loops of deformation gauge successively.So both simply suitable, improved test accuracy and counting yield again greatly.
Claims (1)
1. a deep hole terrestrial stress test compass direction finder comprises protection tube, compass, timer, guide pipe composition; Compass, timer place in the protection tube and are fixed by timer top fixed screw, and protection tube places in the guide pipe, it is characterized in that the side of compass is fixed on the protection tube by fixed screw, between protection tube and guide pipe connecting key is arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202965270U CN201780176U (en) | 2010-08-19 | 2010-08-19 | Compass orientation device for longhole ground stress testing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202965270U CN201780176U (en) | 2010-08-19 | 2010-08-19 | Compass orientation device for longhole ground stress testing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201780176U true CN201780176U (en) | 2011-03-30 |
Family
ID=43793387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202965270U Expired - Lifetime CN201780176U (en) | 2010-08-19 | 2010-08-19 | Compass orientation device for longhole ground stress testing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201780176U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102589755A (en) * | 2012-01-17 | 2012-07-18 | 天地科技股份有限公司 | Direction-finding system of three-way stressometer for testing rock stress |
| CN103438903A (en) * | 2013-08-27 | 2013-12-11 | 湖北航天技术研究院计量测试技术研究所 | Calibration method for orientation error of orientation device |
| CN105201434A (en) * | 2015-10-16 | 2015-12-30 | 中国科学院武汉岩土力学研究所 | Pushing and positioning device and method of hollow inclusion in deep hole ground stress test |
| CN109025980A (en) * | 2018-06-08 | 2018-12-18 | 中国科学院武汉岩土力学研究所 | The drilling interior orientation device of hydraulic fracturing detecting earth stress |
-
2010
- 2010-08-19 CN CN2010202965270U patent/CN201780176U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102589755A (en) * | 2012-01-17 | 2012-07-18 | 天地科技股份有限公司 | Direction-finding system of three-way stressometer for testing rock stress |
| CN102589755B (en) * | 2012-01-17 | 2013-09-25 | 天地科技股份有限公司 | Direction-finding system of three-way stressometer for testing rock stress |
| CN103438903A (en) * | 2013-08-27 | 2013-12-11 | 湖北航天技术研究院计量测试技术研究所 | Calibration method for orientation error of orientation device |
| CN103438903B (en) * | 2013-08-27 | 2016-02-03 | 湖北航天技术研究院计量测试技术研究所 | The calibration steps of orientation error of orientation device |
| CN105201434A (en) * | 2015-10-16 | 2015-12-30 | 中国科学院武汉岩土力学研究所 | Pushing and positioning device and method of hollow inclusion in deep hole ground stress test |
| CN105201434B (en) * | 2015-10-16 | 2017-09-19 | 中国科学院武汉岩土力学研究所 | The push of hollow inclusion and positioner and method in a kind of deep hole detecting earth stress |
| CN109025980A (en) * | 2018-06-08 | 2018-12-18 | 中国科学院武汉岩土力学研究所 | The drilling interior orientation device of hydraulic fracturing detecting earth stress |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203769763U (en) | Azimuth and obliquity combined measuring instrument for drilling | |
| CN103913145B (en) | A kind of crack openings double-deformation monitoring of structures and measuring method | |
| CN204043634U (en) | Building template verticality specific detectors | |
| CN201780176U (en) | Compass orientation device for longhole ground stress testing | |
| CN201909599U (en) | Direct-reading type plate thickness tester | |
| CN106123849A (en) | The monitoring method of Vault settlement and monitoring element thereof in a kind of bored tunnel | |
| CN202511737U (en) | Multifunctional measuring scale for mining engineering | |
| CN102704915A (en) | Calibration console and calibration method of inclinometer while drilling | |
| CN109458999B (en) | Drilling construction foundation parameter correction measuring device and measuring method thereof | |
| CN203256733U (en) | Device for detecting pile top concrete elevation of cast-in-place pile | |
| CN202734741U (en) | Simple template verticality measuring device | |
| CN110487247A (en) | A method of it is comprehensive based on fiber grating high precision monitor pile body | |
| CN203271724U (en) | Multifunctional hole detector | |
| CN202348256U (en) | Balancing instrument for angle difference measurement of wireless while-drilling measuring instrument | |
| CN201688806U (en) | Special measuring tool for measuring aperture of stepped holes | |
| CN203420634U (en) | Drilling tool capable of reducing combining exterior angle difference measurement error of directional drilling tool | |
| CN203881237U (en) | Pitch diameter measuring device for large-size thread ring gage | |
| CN101979954B (en) | Measuring tool for measuring arc parts | |
| CN109029340B (en) | Roadbed cavity size measuring device | |
| CN102937436B (en) | Overground disoriented core orientation method | |
| CN208520381U (en) | A kind of device for observing subsidence of building | |
| CN202936813U (en) | Anchor hole location and slope/corner measurer | |
| CN104964635A (en) | Installation error jib measuring apparatus and rotating shaft error measuring method | |
| CN213632127U (en) | Combined forced centering measurement mark applied to high-precision deformation monitoring | |
| CN102022111B (en) | Method for detecting azimuth of damaged oilfield downhole casing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: HYDROCHINA KUNMING ENGINEERING CORPORATION Free format text: FORMER NAME: KUNMING HYDROELECTRIC INVESTIGATION + DESIGN INSTITUTE OF CHINA HYDROPOWER CONSULTING GROUP Owner name: CHINESE ELECTRIC POWER CONSTRUCTION GROUP KUNMING Free format text: FORMER NAME: HYDROCHINA KUNMING ENGINEERING CORPORATION |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 650000 Kunming East Road, Yunnan, No. 115 Patentee after: HYDROCHINA KUNMING ENGINEERING Corp. Address before: 650000 Kunming East Road, Yunnan, No. 115 Patentee before: Hydrochina Kunming Engineering Corp. Address after: 650000 Kunming East Road, Yunnan, No. 115 Patentee after: POWERCHINA KUNMING ENGINEERING Corp.,Ltd. Address before: 650000 Kunming East Road, Yunnan, No. 115 Patentee before: HYDROCHINA KUNMING ENGINEERING Corp. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20110330 |
|
| CX01 | Expiry of patent term |