CN203374268U - Coal mine ground stress horizontal orientation device convenient to push - Google Patents
Coal mine ground stress horizontal orientation device convenient to push Download PDFInfo
- Publication number
- CN203374268U CN203374268U CN201320413839.9U CN201320413839U CN203374268U CN 203374268 U CN203374268 U CN 203374268U CN 201320413839 U CN201320413839 U CN 201320413839U CN 203374268 U CN203374268 U CN 203374268U
- Authority
- CN
- China
- Prior art keywords
- rear end
- flange
- hole
- roller
- end flange
- 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
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The utility model discloses a coal mine ground stress horizontal orientation device convenient to push. The coal mine ground stress horizontal orientation device is composed of a pin hole, a locating rod, a sensor guide wire, a sensor storing box, a ground stress meter installation pin groove, a front end guide wire hole, a front end flange, a front end groove, a front end roller shaft, a front end roller, a rear end guide wire hole, a rear end flange, a rear end groove, a rear end roller shaft and a rear end roller. According to the coal mine ground stress horizontal orientation device, when a hollow package body is sent to a hole, the front end roller and the rear end roller integrally support the front end flange and the rear end flange so as to enable the front end flange and the rear end flange to be separated from the wall of the hole. When rubbles falling from the wall of the hole fall down on the front end flange and the rear end flange, due to the rolling action of the front end roller and the rear end roller, the probability that the front end flange and the rear end flange are clamped by the rubbles in the hole is greatly lowered, so that the hollow package body can be normally pushed and installed in the hole, and the requirement for normal operation of the ground stress testing is greatly met.
Description
Technical field
The utility model relates to a kind ofly can test geostatic stress the horizontal orientation instrument apparatus that the hollow inclusion is sent into instrument connection easily and fast.Be mainly used in geostress survey field, colliery.
Background technology
At present, stress relief by borehole overcoring technique is measured horizontal direction finder structure that geostatic stress uses and is laid case, the ground stress gauge wire guide, the ground stress gauge by pin-and-hole, flange, orientation lever, sensor conductor, sensor and several parts of cotter way are installed and form.Owing to using rig to tunnel or surrounding rock of chamber internal bore degree of depth General Requirements is greater than 4~5 times of tunnel diameter, boring is most after pore-forming can detritus inbreak phenomenon occur at superficial part, therefore at the usage level direction finder, the hollow inclusion can be hindered to flange when pushing in hole due to the detritus piece of collapse hole inbreak cause pushing not smooth, thereby affected the normal mounting of hollow inclusion, serious situation will cause the hollow inclusion to be stuck in broken hole, and then affect the programming of geostress survey.
Summary of the invention
Can not smoothly the hollow inclusion be pushed to the deficiency in hole in order to overcome existing geostatic stress horizontal direction finder, the utility model is reequiped on the basis of original geostatic stress horizontal direction finder, geostatic stress horizontal direction finder after repacking can overcome the obstruction of the detritus piece of slump in boring, easily and fast the hollow inclusion is sent in instrument connection.
The utility model relates to a kind of convenient colliery geostatic stress horizontal direction finder pushed, and it is laid case, the ground stress gauge by pin-and-hole, orientation lever, sensor conductor, sensor and cotter way, front end wire guide, front end flange, front end groove, front end roller shaft, front end roller, rear end wire guide, rear end flanges, rear end groove, rear end roller shaft, rear end roller are installed are formed.Described front end flange edge stays establishes the front end groove, and the rear end flange periphery stays establishes the rear end groove, and the front end roller is arranged in the front end groove by the front end roller shaft, and the rear end roller is arranged in the groove of rear end by the rear end roller shaft; Described front end flange is installed 4 front end rollers altogether, and rear end flanges is installed 4 rear end rollers altogether, and the front end roller has the evagination of part with respect to the front end flange edge, and the rear end roller has the evagination of part with respect to the rear end flange periphery.
Good effect of the present utility model: can overcome the impact of boring inbreak rubble, easily and fast the hollow inclusion is sent in instrument connection, greatly reduced the possibility that flange is stuck, the selection flexible design of roller is various, can suit measures to local conditions, improve the efficiency of geostatic stress test job.
The accompanying drawing explanation
Below in conjunction with drawings and embodiments, the utility model is further illustrated.
Fig. 1 is geostatic stress horizontal direction finder constructional drawing;
Fig. 2 is front end flange planar configuration figure;
Fig. 3 is the I--I sectional view of Fig. 2;
Fig. 4 is rear end Flange Plane constructional drawing;
Fig. 5 is the II of Fig. 4--the II sectional view.
The specific embodiment
As shown in the figure, on front end flange (13) outward flange of Novel horizontal geostatic stress tester, adjacent front end wire guide (7) centre position is stayed and is established front end groove (14), by front end roller shaft (9), front end roller (10) is arranged in the front end groove (14) on front end flange (13), and front end roller shaft (9) front end flange (13) relatively has evagination partly, four front end rollers (10) are installed altogether, and itself and front end flange (13) center distribute axisymmetricly.Adjacent rear end wire guide (2) centre position Liu She rear end groove (15) on back segment flange (3) outer rim, be arranged on rear end roller (12) in the rear end groove on rear end flanges (3) the same leading portion of mounting method by rear end roller shaft (11).
Claims (2)
1. one kind facilitates the colliery geostatic stress horizontal direction finder pushed, it is by pin-and-hole (1), rear end wire guide (2), rear end flanges (3), orientation lever (4), sensor conductor (5), sensor is laid case (6), front end wire guide (7), the ground stress gauge is installed cotter way (8), front end roller shaft (9), front end roller (10), rear end roller shaft (11), rear end roller (12), front end flange (13), front end groove (14), rear end groove (15) forms, it is characterized by: at front end flange (13) edge, stay and establish front end groove (14), rear end flanges (3) edge Liu She rear end groove (15), front end roller (10) is arranged in front end groove (14) by front end roller shaft (9), rear end roller (12) is arranged in rear end groove (15) by rear end roller shaft (11).
2. the colliery geostatic stress horizontal direction finder that a kind of convenience according to claim 1 pushes, it is characterized in that: front end flange (13) is installed 4 front end rollers (10) altogether, rear end flanges (3) is installed 4 rear end rollers (12) altogether, front end roller (10) has the evagination of part with respect to front end flange (13) edge, rear end roller (10) has the evagination of part with respect to rear end flanges (10) edge.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320413839.9U CN203374268U (en) | 2013-07-12 | 2013-07-12 | Coal mine ground stress horizontal orientation device convenient to push |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320413839.9U CN203374268U (en) | 2013-07-12 | 2013-07-12 | Coal mine ground stress horizontal orientation device convenient to push |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203374268U true CN203374268U (en) | 2014-01-01 |
Family
ID=49836810
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201320413839.9U Expired - Fee Related CN203374268U (en) | 2013-07-12 | 2013-07-12 | Coal mine ground stress horizontal orientation device convenient to push |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203374268U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756793A (en) * | 2018-06-05 | 2018-11-06 | 华北科技学院 | Core caliberating device for drilling through deep hole core |
CN109443603A (en) * | 2018-12-07 | 2019-03-08 | 湖南科技大学 | A kind of self-propelled detecting earth stress Tubular Yarn mounting device |
-
2013
- 2013-07-12 CN CN201320413839.9U patent/CN203374268U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756793A (en) * | 2018-06-05 | 2018-11-06 | 华北科技学院 | Core caliberating device for drilling through deep hole core |
CN109443603A (en) * | 2018-12-07 | 2019-03-08 | 湖南科技大学 | A kind of self-propelled detecting earth stress Tubular Yarn mounting device |
CN109443603B (en) * | 2018-12-07 | 2024-04-09 | 湖南科技大学 | Hollow inclusion installation device for self-propelled ground stress test |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205449674U (en) | Experimental die pull - displacement monitoring devices is drawn to laboratory stock | |
CN104482914B (en) | Swelling distortion magnitude measuring device for long-distance protected coal seam | |
CN103278384B (en) | Testing device and measuring method for anchorage performance of coal and rock mass in coal mine tunnel | |
CN103047951B (en) | Method for installing multipoint extensometer for detecting displacement at deep part of surrounding rock | |
CN106908033B (en) | Synchronous measuring device and method for multipoint displacement of top plate of goaf | |
CN104373154B (en) | A kind of back stability monitoring method | |
CN106907141B (en) | Drilling television probe fixing-centering-propelling device | |
CN203374268U (en) | Coal mine ground stress horizontal orientation device convenient to push | |
CN105318824A (en) | A method for measuring loose circles of surrounding rocks based on distributed resistance strain gauges | |
CN203758493U (en) | Positioning device in base point anchor head hole used for tunnel and roadway top board surrounding rock deformation monitoring | |
CN109519672A (en) | A kind of mine monitoring probe fixing device facilitating adjustment height | |
CN104564086A (en) | Optimization method for stress field of area of main roadway | |
CN203550930U (en) | Slope deep displacement measuring device | |
CN107246012A (en) | A kind of obstacle cleaning plant in the peg hole based on impact drill | |
CN103616001B (en) | Roadway surrounding rock body multiple spot the roof separation value monitor and measurement apparatus and installation and measuring method | |
CN102183230B (en) | An anchoring device of a datum mark in a boring | |
CN203271739U (en) | Support for electric coal drill | |
CN105928650A (en) | Method for measuring expansion pressure of anchor head of expansion-shell type anchor bolt indoors | |
CN204609912U (en) | A kind of anchor cable constant-resistance allows pressure device | |
CN201935655U (en) | Simple layer separation instrument | |
CN105066926B (en) | A kind of anchor of Multi-point displacement metre for drilling hole | |
CN204065432U (en) | Multidirectional GCO probe GCO device | |
CN204000823U (en) | A kind of earth pressure gauge ejects erector | |
CN204371321U (en) | A kind of with boring compensation density source chamber structure and the drill collar with this storehouse, source | |
CN202630860U (en) | Testing device for long drill hole by virtue of deep-part base point method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140101 Termination date: 20140712 |
|
EXPY | Termination of patent right or utility model |