CN106871768A - A kind of hydraulic tunnel grout hole inspecting hole device - Google Patents
A kind of hydraulic tunnel grout hole inspecting hole device Download PDFInfo
- Publication number
- CN106871768A CN106871768A CN201710250106.0A CN201710250106A CN106871768A CN 106871768 A CN106871768 A CN 106871768A CN 201710250106 A CN201710250106 A CN 201710250106A CN 106871768 A CN106871768 A CN 106871768A
- Authority
- CN
- China
- Prior art keywords
- hole
- section telescopic
- telescopic bar
- hydraulic tunnel
- grout hole
- 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.)
- Withdrawn
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/18—Measuring arrangements characterised by the use of mechanical techniques for measuring depth
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
- G01C11/36—Videogrammetry, i.e. electronic processing of video signals from a single source or from different sources to give parallax or range information
Abstract
The present invention is a kind of hydraulic tunnel grout hole inspecting hole device and application.The device includes the graduated shrinkage-rule of mark, sensing pointer, micro LED lamp, minisize pick-up head, data line, video display storage device composition, sensing pointer, micro LED lamp and minisize pick-up head are in the front end of shrinkage-rule, the other end of shrinkage-rule has handle, micro LED lamp switch is provided with handle, green light is indicated, is indicated red light, sensing pointer controlling switch, micro LED lamp to switch, indicate green light, indicate red light, sensing pointer controlling switch to be connected by data line and video display storage device.The present invention can show, store hydraulic tunnel grout hole inspection image data, improve the accuracy and integrality of data, and easy to operate, improve operating efficiency.
Description
Technical field
The invention belongs to water conservancy and hydropower building engineering field, and in particular to a kind of hydraulic tunnel grout hole inspecting hole device.
Background technology
At present, during hydraulic tunnel grouting construction, job site is tied up coil of strip ruler measurement hydraulic tunnel and is filled using bamboo bar
Starch the hole depth in hole.This kind of method for measurement inefficiency, surveys data and is difficult to meet quality inspection requirement.
The content of the invention
Present invention aim to address the deficiencies in the prior art, there is provided one kind can preserve image data, easy to operate, work
The hydraulic tunnel grout hole inspecting hole device of efficiency high.
The technical scheme is that：Hydraulic tunnel grout hole inspecting hole device includes that the graduated shrinkage-rule of mark, sensing refer to
Pin, micro LED lamp, minisize pick-up head, data line, video display storage device composition, sensing pointer, micro LED lamp and
Minisize pick-up head has handle in the front end of shrinkage-rule, the other end of shrinkage-rule, micro LED lamp switch is provided with handle, is indicated
Green light, indicate red light, sensing pointer controlling switch, micro LED lamp switch, indicate green light, indicate red light, sensing pointer control open
Close and show that storage device is connected by data line and video.
Described shrinkage-rule includes 6 section telescopic bars.
Described video display storage device has data wire fairlead and charging socket.
The application of described hydraulic tunnel grout hole inspecting hole device：
（One）The inspection in hydraulic tunnel consolidation grouting hole
When checking consolidation grouting hole hole depth, first the first section telescopic bar is pulled out and sent into grout hole hole, then second section is stretched
Contracting bar, three-section telescopic bar, the 4th section telescopic bar, the 5th section telescopic bar, the 6th section telescopic bar are pulled out successively, are continued pull-out
In expansion link feeding grout hole, until when the first section telescopic bar top arrives to bottom hole, i.e., when sensing pointer contacts bottom hole rock, referring to
Show green light, micro LED lamp is bright, now record with the expansion link scale of aperture flush position numeral, data line and
Video display storage device is connected and starts minisize pick-up head, and grout hole bottom hole is shot with video-corder.
（Two）The inspection in hydraulic tunnel rockfill grouting hole
Check hydraulic tunnel rockfill grouting hole hole depth when, first the first section telescopic bar is pulled out and sent into grout hole hole, then
Second section telescopic bar is pulled out, and is continued in the expansion link feeding grout hole for pulling out, until the first section telescopic bar top arrives to bottom hole
When, i.e., when sensing pointer contacts bottom hole rock, green light being indicated, micro LED lamp is bright, records flexible with aperture flush position
Bar scale numeral, when the concrete lining cavity of rockfill grouting hole portion position is detected, first clicks sensing pointer controlling switch, sense
Answer pointer to rotate 180 °, then slowly by shrinkage-rule to the movement of aperture direction, when sensing pointer contacts lining concrete, indicate red
Lamp is bright, and with the expansion link scale numeral of aperture flush position under immediate record, the difference of the numeral of scale twice recorded is exactly empty
Chamber highly, then clicks sensing pointer controlling switch, sensing pointer is resetted, and data line and video are shown storage device
Minisize pick-up head is connected and started, concrete lining cavity is shot with video-corder.
Inspecting hole device of the invention has advantages below：Hydraulic tunnel grout hole can be stored and check image data, improve
The accuracy and integrality of data, and it is easy to operate, improve operating efficiency.Ensure that reviewing for grouting construction qualitative data
Property.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is A direction views.
Fig. 3 is B direction views.
In figure：1- senses pointer, 2- micro LED lamps, 3- minisize pick-up heads, the section telescopic bars of 4- first, 5- second sections
Expansion link, 6- three-section telescopic bars, the section telescopic bars of 7- the 4th, the section telescopic bars of 8- the 5th, the section telescopic bars of 9- the 6th, 10- is carved
Degree, 11- handles, 12- micro LED lamps switch, 13- indicates green light, 14- to indicate red light, 15- to sense pointer controlling switch,
16- data lines, 17- videos display storage device, 18- data wire fairleads, 19- charging sockets.
Specific embodiment
As shown in figure 1, hydraulic tunnel grout hole inspecting hole device of the invention includes the shrinkage-rule for indicating scale 10, sensing refers to
Pin 1, micro LED lamp 2, minisize pick-up head 3, data line 16, video display storage device 17 are constituted, sensing pointer 1, miniature
, in the front end of shrinkage-rule, the other end of shrinkage-rule has handle 11, miniature LED is provided with handle for LED 2 and minisize pick-up head 3
Lamp switch 12, instruction green light 13, instruction red light 14, sensing pointer controlling switch 15, micro LED lamp switch, instruction green light, instruction
Red light, sensing pointer controlling switch show that storage device 17 is connected by data line 16 and video.
Described shrinkage-rule include 6 section telescopic bars, the first section telescopic bar 4, the second section telescopic bar 5, three-section telescopic bar 6,
4th section telescopic bar 7, the 5th section telescopic bar 8, the 6th section telescopic bar 9.Per section telescopic bar 120cm long, the 6th section telescopic bar end
With 15 cm handles long, shrinkage-rule shape is as capitalization " L ".Per section telescopic bar by hard PVC material manufacture
Into expansion link is hollow stem, and section is rounded square, the mm of wall thickness 1.5, the mm of the first section telescopic bar section length of side 15, fillet half
The mm of footpath 2, by that analogy, the mm of the 6th section telescopic bar section length of side 30, the mm of radius of corner 2.First section telescopic bar top uses 1
Mm thickness transparent PVC thin plate closings, micro LED lamp switch and sensing pointer controlling switch are toggle switch.Described video shows
Show that storage device has data wire fairlead 18 and charging socket 19.Sensing pointer is metal finger, the same pointer of throw of pointer principle
Formula universal meter.Sensing pointer 25 mm long, width 2mm, thickness 0.5mm.Micro LED lamp is LED light emitting diodes, 12 mm long, wide by 10
Mm, thickness 3mm.Minisize pick-up head 30 mm long, 15 mm wide, thickness 10mm, minisize pick-up head pass through data line and plug-in video
Display storage device connection.
The application of hydraulic tunnel grout hole inspecting hole device：
（One）The inspection in hydraulic tunnel consolidation grouting hole
When checking the deep consolidation grouting hole hole depths of 6m using hydraulic tunnel grout hole inspecting hole device, first the first section telescopic bar 4 is drawn
Go out and send into grout hole hole, then the second section telescopic bar 5, three-section telescopic bar 6, the 4th section telescopic bar 7, Section five are stretched
Bar 8, the 6th section telescopic bar 9 are pulled out successively, are continued in the expansion link feeding grout hole for pulling out, until the first section telescopic bar top
When arriving to bottom hole, i.e., when sensing pointer 1 contacts bottom hole rock, instruction green light 13 is bright, and micro LED lamp 2 is bright, now records and hole
The numeral of expansion link scale 10 of mouth flush position.Data line 16 is connected and is started miniature with video display storage device 17
Camera 3, shoots with video-corder to grout hole bottom hole.Shoot with video-corder and finish, data line is extracted from video display storage device, press
Once micro LED lamp switch 12, turns off micro LED lamp and indicates green light, removes shrinkage-rule to aperture direction, successively retraction the 5th
Section, Section four, Section three, second section, the first section telescopic bar.Finally the data line stretched out from data wire fairlead 18 is twined
Wind.
（Two）The inspection in hydraulic tunnel rockfill grouting hole
When checking hydraulic tunnel rockfill grouting hole hole depth using hydraulic tunnel grout hole inspecting hole device, first the first section telescopic bar is drawn
Go out and send into grout hole hole, then the second section telescopic bar is pulled out, continue the expansion link for pulling out to send into grout hole, until
When first section telescopic bar top arrives to bottom hole, i.e., when sensing pointer contacts bottom hole rock, green light is indicated, micro LED lamp is bright, note
The lower expansion link scale numeral with aperture flush position of record.When the concrete lining cavity of rockfill grouting hole portion position is detected, first
Sensing pointer controlling switch 15 is clicked, sensing pointer rotates 180 °, then slowly by shrinkage-rule to the movement of aperture direction, works as sensing
When pointer contacts lining concrete, indicate red light 14 bright.With the expansion link scale numeral of aperture flush position, note under immediate record
The difference of the numeral of scale twice under record is exactly cavity height.Sensing pointer controlling switch is clicked again, sensing pointer is resetted.
Data line is connected and starts minisize pick-up head with video display storage device, and concrete lining cavity is shot with video-corder.Take the photograph
Record is finished, and data line is extracted from video display storage device, clicks micro LED lamp switch, turns off micro LED lamp
With instruction green light.Shrinkage-rule is moved to aperture direction, second section, the first section telescopic bar are packed up successively.Finally from data wire
The data line that fairlead stretches out winds.
General principle of the invention, principal character and advantages of the present invention has been shown and described above.The technology of the industry
Personnel it should be appreciated that the present invention is not limited to the above embodiments, simply explanation described in above-described embodiment and specification this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and modifications of the present invention are possible, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appending claims and its
Equivalent thereof.
Claims (10)
1. a kind of hydraulic tunnel grout hole inspecting hole device, it is characterised in that：Including marking graduated shrinkage-rule, sensing pointer, micro-
Type LED, minisize pick-up head, data line, video display storage device composition, sensing pointer, micro LED lamp and miniature take the photograph
As head is in the front end of shrinkage-rule, the other end of shrinkage-rule has handle, micro LED lamp switch is provided with handle, green light is indicated, is referred to
Show red light, sensing pointer controlling switch, micro LED lamp switch, instruction green light, instruction red light, sensing pointer controlling switch pass through
Data line is connected with video display storage device.
2. hydraulic tunnel grout hole inspecting hole device according to claim 1, it is characterised in that：Described shrinkage-rule includes 6
Section telescopic bar, scale is indicated per section telescopic bar outer wall, per section telescopic bar 120cm long.
3. hydraulic tunnel grout hole inspecting hole device according to claim 2, it is characterised in that：Described expansion link is hollow
Bar, section is rounded square, the mm of wall thickness 1.5, the first section telescopic bar section length of side 15 mm, the mm of radius of corner 2, by that analogy,
The mm of the 6th section telescopic bar section length of side 30, the mm of radius of corner 2.
4. hydraulic tunnel grout hole inspecting hole device according to claim 2, it is characterised in that：Adopt on the first section telescopic bar top
Closed with 1 mm thickness transparent PVC thin plates.
5. hydraulic tunnel grout hole inspecting hole device according to claim 1, it is characterised in that：Described video display storage
Device has data wire fairlead and charging socket.
6. hydraulic tunnel grout hole inspecting hole device according to claim 1, it is characterised in that：Described sensing pointer is gold
Category pointer, sensing pointer 25 mm long, width 2mm, thickness 0.5mm.
7. hydraulic tunnel grout hole inspecting hole device according to claim 1, it is characterised in that：Described micro LED lamp is
LED light emitting diodes, 12 mm long, 10 mm wide, thickness 3mm.
8. hydraulic tunnel grout hole inspecting hole device according to claim 1, it is characterised in that：Described minisize pick-up head is long
30 mm, 15 mm wide, thickness 10mm, minisize pick-up head show that storage device is connected by data line and video.
9. the application of the hydraulic tunnel grout hole inspecting hole device described in claim 1, it is characterised in that：Check consolidation grouting hole hole
When deep, first the first section telescopic bar is pulled out and sent into grout hole hole, then the second section telescopic bar, three-section telescopic bar, the
Four section telescopic bars, the 5th section telescopic bar, the 6th section telescopic bar are pulled out successively, continue the expansion link for pulling out to send into grout hole,
Until when the first section telescopic bar top arrives to bottom hole, i.e., when sensing pointer contacts bottom hole rock, indicating green light, micro LED lamp
It is bright, the expansion link scale numeral with aperture flush position is now recorded, data line and video display storage device are connected
Minisize pick-up head is connect and started, grout hole bottom hole is shot with video-corder.
10. the application of the hydraulic tunnel grout hole inspecting hole device described in claim 1, it is characterised in that：Check that hydraulic tunnel is returned
When filling out grout hole hole depth, first the first section telescopic bar is pulled out and sent into grout hole hole, then the second section telescopic bar is pulled out, after
It is continuous that the expansion link for pulling out is sent into grout hole, until when the first section telescopic bar top arrives to bottom hole, that is, sensing pointer and contacting hole
During bed rock stone, green light is indicated, micro LED lamp is bright, record the expansion link scale numeral with aperture flush position, when detecting back
When filling out the concrete lining cavity at grout hole position, sensing pointer controlling switch is first clicked, sensing pointer rotates 180 °, then slowly
It is slow that shrinkage-rule is moved to aperture direction, when sensing pointer contacts lining concrete, when red is indicated, with hole under immediate record
The expansion link scale numeral of mouth flush position, the difference of the numeral of scale twice recorded is exactly cavity height, then clicks sensing
Pointer controlling switch, makes sensing pointer reset, and data line is connected and starts miniature video camera with video display storage device
Head, shoots with video-corder to concrete lining cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710250106.0A CN106871768A (en) | 2017-04-17 | 2017-04-17 | A kind of hydraulic tunnel grout hole inspecting hole device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710250106.0A CN106871768A (en) | 2017-04-17 | 2017-04-17 | A kind of hydraulic tunnel grout hole inspecting hole device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106871768A true CN106871768A (en) | 2017-06-20 |
Family
ID=59163149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710250106.0A Withdrawn CN106871768A (en) | 2017-04-17 | 2017-04-17 | A kind of hydraulic tunnel grout hole inspecting hole device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106871768A (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03281890A (en) * | 1990-03-29 | 1991-12-12 | Asahi Chem Ind Co Ltd | Automatic excavator for creation of cast-in-place concrete pile |
| CN103276706A (en) * | 2013-06-06 | 2013-09-04 | 中国水电顾问集团华东勘测设计研究院 | Construction method of leakage-proof structure of inclined/vertical well section of diversion tunnel |
| CN103498453A (en) * | 2013-10-12 | 2014-01-08 | 中国水利水电第十四工程局有限公司 | Appropriate control check device and method for pouring fullness of concrete of top arch of tunnel |
| US8763270B1 (en) * | 2012-02-21 | 2014-07-01 | H. Houston Spear, IV | Concrete deck measuring device |
| CN103925894A (en) * | 2013-01-15 | 2014-07-16 | 葛洲坝集团试验检测有限公司 | Device for measuring length of slurry spraying pipe in grout hole |
| CN104179492A (en) * | 2014-09-09 | 2014-12-03 | 湖南高速铁路职业技术学院 | Pile hole sediment measuring system |
| CN204085433U (en) * | 2014-08-14 | 2015-01-07 | 浙江华东建设工程有限公司 | Tunnel vault rock deformation measurement device |
| CN104613849A (en) * | 2015-01-14 | 2015-05-13 | 苏州市职业大学 | Indicator light type depth detecting device |
| CN204731360U (en) * | 2015-06-23 | 2015-10-28 | 国网山东龙口市供电公司 | A kind of current transformer polarity rapid verification instrument |
| CN105064369A (en) * | 2015-08-18 | 2015-11-18 | 山东大学 | Pressure trigger type underwater cast-in-place pile elevation locating device and using method thereof |
| CN105735379A (en) * | 2016-04-13 | 2016-07-06 | 西南石油大学 | Detecting device for drilling pouring pile bottom sediment |
| US20160202054A1 (en) * | 2014-09-08 | 2016-07-14 | Steve Wilhelm Fung | Shaft Sounding Device for Measuring Thickness of Sediments at Base of Drilled Shafts |
| CN205940447U (en) * | 2016-08-03 | 2017-02-08 | 深圳蓄能发电有限公司 | Bore depth measuring instrument |
| CN206683558U (en) * | 2017-04-17 | 2017-11-28 | 云南滇源建设有限公司 | A kind of hydraulic tunnel grout hole inspecting hole device |
-
2017
- 2017-04-17 CN CN201710250106.0A patent/CN106871768A/en not_active Withdrawn
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03281890A (en) * | 1990-03-29 | 1991-12-12 | Asahi Chem Ind Co Ltd | Automatic excavator for creation of cast-in-place concrete pile |
| US8763270B1 (en) * | 2012-02-21 | 2014-07-01 | H. Houston Spear, IV | Concrete deck measuring device |
| CN103925894A (en) * | 2013-01-15 | 2014-07-16 | 葛洲坝集团试验检测有限公司 | Device for measuring length of slurry spraying pipe in grout hole |
| CN103276706A (en) * | 2013-06-06 | 2013-09-04 | 中国水电顾问集团华东勘测设计研究院 | Construction method of leakage-proof structure of inclined/vertical well section of diversion tunnel |
| CN103498453A (en) * | 2013-10-12 | 2014-01-08 | 中国水利水电第十四工程局有限公司 | Appropriate control check device and method for pouring fullness of concrete of top arch of tunnel |
| CN204085433U (en) * | 2014-08-14 | 2015-01-07 | 浙江华东建设工程有限公司 | Tunnel vault rock deformation measurement device |
| US20160202054A1 (en) * | 2014-09-08 | 2016-07-14 | Steve Wilhelm Fung | Shaft Sounding Device for Measuring Thickness of Sediments at Base of Drilled Shafts |
| CN104179492A (en) * | 2014-09-09 | 2014-12-03 | 湖南高速铁路职业技术学院 | Pile hole sediment measuring system |
| CN104613849A (en) * | 2015-01-14 | 2015-05-13 | 苏州市职业大学 | Indicator light type depth detecting device |
| CN204731360U (en) * | 2015-06-23 | 2015-10-28 | 国网山东龙口市供电公司 | A kind of current transformer polarity rapid verification instrument |
| CN105064369A (en) * | 2015-08-18 | 2015-11-18 | 山东大学 | Pressure trigger type underwater cast-in-place pile elevation locating device and using method thereof |
| CN105735379A (en) * | 2016-04-13 | 2016-07-06 | 西南石油大学 | Detecting device for drilling pouring pile bottom sediment |
| CN205940447U (en) * | 2016-08-03 | 2017-02-08 | 深圳蓄能发电有限公司 | Bore depth measuring instrument |
| CN206683558U (en) * | 2017-04-17 | 2017-11-28 | 云南滇源建设有限公司 | A kind of hydraulic tunnel grout hole inspecting hole device |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170620 |
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| WW01 | Invention patent application withdrawn after publication |