CN203298700U - Dip meter for peripheral blast hole of tunnel - Google Patents
Dip meter for peripheral blast hole of tunnel Download PDFInfo
- Publication number
- CN203298700U CN203298700U CN2013202251999U CN201320225199U CN203298700U CN 203298700 U CN203298700 U CN 203298700U CN 2013202251999 U CN2013202251999 U CN 2013202251999U CN 201320225199 U CN201320225199 U CN 201320225199U CN 203298700 U CN203298700 U CN 203298700U
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- CN
- China
- Prior art keywords
- mark post
- tunnel
- protractor
- pointer
- blast hole
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- 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
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- Length-Measuring Instruments Using Mechanical Means (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
Provided is a dip meter for a peripheral blast hole of a tunnel, and the dip meter is characterized by comprising a mark post (1) and a protractor (5) integrated with the mark post; and a side of the mark post is a long and straight polished rod extending from the protractor (5), a base of the semicircular protractor (5) is parallel with the middle axle of the mark post (1), a pointer rotating shaft (2) is disposed at the center of the circle of the semicircular protractor (5), and a pointer (3) used for pointing angles is movably sleeved on the pointer rotating shaft (2). When the mark post inclines, an angle between the pointer (3) and a scale of 0 degree is an angle of inclination of a tested peripheral blast hole. The dip meter for the peripheral blast hole of the tunnel is simple in structure, small in size, light in weight, convenient to carry and easy to operate, and has high measurement accuracy for execution of the blast hole in a tunnel construction site, producing a comparatively good guiding significance in sits for controlling an external angle of the peripheral blast hole in each deep cycle. And back break of the tunnel can be controlled directly, quality of excavation is ensured, cost of tunnel engineering is reduced, and a construction period is shorted.
Description
Technical field
The utility model relates to the tunnel construction instrument, is a kind of tunnel perimeter big gun hole drift indicator specifically.
Background technology
At first the tunnel smooth Surface Blasting Technology is to control the drilling quality of periphery hole, guarantee excavation rear perimeter edge profile is smoother smooth, so how effectively control the borehole accuracy of periphery hole, the outer limb that guarantees the periphery hole of each circulation by design is the gordian technique of Tunnel Engineering explosion, outer limb and directly affect the out break in tunnel, guarantee excavation quality, reduce the Tunnel Engineering cost, save the duration.Construction in the past is all to rely on the outer limb of eyes or experience keyhole to be difficult to guarantee the precision of outer limb, and the degree of tilt of outer limb is to change with different drilling depths, so the periphery hole inclination angular instrument that the simplicity of design operation is easily gone has very large promotional value.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of simple to operate, the sensitive reliable tunnel perimeter big gun of precision hole drift indicator.
Described tunnel perimeter big gun hole drift indicator, it is characterized in that: comprise that mark post reaches and the protractor of described mark post one, described mark post one side is to stretch out the straight shape polished rod of length of described protractor, the base of semicircular described protractor is parallel with the axis of described mark post, home position at semicircle protractor is provided with pointer shaft, and movable sleeve is connected to the pointer of making angular marking on described pointer shaft.
As prioritization scheme, from the initial mark post scale that is provided with of the polished end of described mark post.
As prioritization scheme, at the free end of described pointer, be provided with weight.
The utility model is simple in structure, and volume is little, lightweight, be easy to carry, and is easy to operation, and the measuring accuracy that applies for the big gun hole of tunnel construction site is high, for control each deeply outer limb of the periphery hole of circulation on-the-spot guidance meaning is preferably arranged.Directly have influence on the out break in tunnel, guarantee excavation quality, reduce the Tunnel Engineering cost, and save the duration.
The accompanying drawing explanation
Fig. 1 is the utility model one-piece construction schematic diagram,
Fig. 2 is application state schematic diagram of the present utility model.
In figure: 1-mark post, 2-pointer shaft, 3-pointer, 4-90 ° of scales, 5-protractor, 6-0 ° of scale, 7-angle index, 8-mark post scale, 9-tunnel light face, 10-big gun bar, 11-drift indicator, 12-weight.
Embodiment
The present invention is further described below in conjunction with accompanying drawing: as shown in fig. 1, described tunnel perimeter big gun hole drift indicator, comprise that mark post 1 reaches and the protractor 5 of described mark post one, described mark post one side is to stretch out the straight shape polished rod of length of described protractor 5, from the initial mark post scale 8 that is provided with of the polished end of described mark post 1.The base of semicircular described protractor is parallel with the axis of described mark post 1, at the home position of semicircle protractor, is provided with pointer shaft 2, and movable sleeve is connected to the pointer 3 of making angular marking on described pointer shaft 2.Free end at described pointer 3 is provided with weight 12.
In the circular edge of protractor 5, indicate angle index 7, the vertical base scale mark of protractor is 0 ° of scale 6, and the scale mark parallel with base is 90 ° of scales 4.When the protractor plane is vertical or approach when vertical, pointer 3 can keep vertically and point to 6 under the effect of weight 12.When mark post tilted, pointer was pointed out angle of inclination on the scale plane of protractor.
In work progress, as Fig. 2, adopt laser orientation instrument to point to and carry out the section unwrapping wire, arranging driller tradesman to carry out the vault eye and creep into.After the vault eye bores at the horizontal mark post 1 of big gun bar 10 1 end half insertion, requiring big gun hole axle to be parallel to the mark post direction creeps into, use the utility model drift indicator 11 to carry out periphery hole extrapolation angular measurement, the angle of inclination that can accurately read big gun bar 10 by the pointed scale fast.
Claims (3)
1. tunnel perimeter big gun hole drift indicator, it is characterized in that: comprise that mark post (1) reaches and the protractor (5) of described mark post one, described mark post one side is for stretching out the straight shape polished rod of length of described protractor (5), the base of semicircular described protractor is parallel with the axis of described mark post (1), home position at semicircle protractor is provided with pointer shaft (2), at the upper movable sleeve of described pointer shaft (2), is connected to the pointer (3) of making angular marking.
2. tunnel perimeter big gun according to claim 1 hole drift indicator, is characterized in that: from the initial mark post scale (8) that is provided with of the polished end of described mark post (1).
3. tunnel perimeter big gun according to claim 1 hole drift indicator, it is characterized in that: the free end at described pointer (3) is provided with weight (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202251999U CN203298700U (en) | 2013-04-28 | 2013-04-28 | Dip meter for peripheral blast hole of tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202251999U CN203298700U (en) | 2013-04-28 | 2013-04-28 | Dip meter for peripheral blast hole of tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203298700U true CN203298700U (en) | 2013-11-20 |
Family
ID=49574705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202251999U Expired - Lifetime CN203298700U (en) | 2013-04-28 | 2013-04-28 | Dip meter for peripheral blast hole of tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203298700U (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106441229A (en) * | 2016-10-13 | 2017-02-22 | 贵州大学 | Side slope pre-splitting hole goniometer and side slope pre-splitting hole angle measuring method thereof |
| CN106705805A (en) * | 2016-12-30 | 2017-05-24 | 山东大学 | Portable multifunctional measuring device for tunnel blasting hole parameter, and application method thereof |
| CN106855388A (en) * | 2015-12-08 | 2017-06-16 | 江西昌河航空工业有限公司 | Ram intake curved surface setting angle measuring instrument |
| CN106918280A (en) * | 2017-02-09 | 2017-07-04 | 山东大学 | A kind of loess tunnel TSP blastholes cleaning measures integrated apparatus and method |
| CN107101603A (en) * | 2017-05-24 | 2017-08-29 | 山东大学 | A kind of servicing unit, method and application forecast for tunnel TSP |
| CN107529583A (en) * | 2017-08-14 | 2018-01-02 | 北京国岩华北技术检测有限公司 | Construction of explosion economy minimum backbreaks method and its laser is accurately directed to device |
| KR101889398B1 (en) | 2018-04-10 | 2018-08-17 | 재단법인 한국재난연구원 | Tunnel spring line marker |
| CN109357601A (en) * | 2018-10-29 | 2019-02-19 | 中建三局集团有限公司 | A kind of bore angle measuring device |
| CN109915019A (en) * | 2019-04-22 | 2019-06-21 | 中铁五局集团建筑工程有限责任公司 | A kind of drilling rod drilling orienting device and orientation method |
| CN110132105A (en) * | 2019-05-14 | 2019-08-16 | 山东省路桥集团有限公司 | Blasthole hole quality detection device and detection method |
| CN110763118A (en) * | 2018-07-27 | 2020-02-07 | 成都飞机工业（集团）有限责任公司 | Tool for measuring angle of taper hole at bottom of deep groove cavity |
| CN112727446A (en) * | 2020-12-31 | 2021-04-30 | 煤科集团沈阳研究院有限公司 | Underground coal mine drilling and paying-off method and device and underground coal mine drilling method |
| CN113417630A (en) * | 2021-08-02 | 2021-09-21 | 贵州大学 | Rapid testing device for angle of blast hole |
| CN114593329A (en) * | 2022-03-22 | 2022-06-07 | 俞晓飞 | Foundation pit excavation rapid monitoring instrument |
-
2013
- 2013-04-28 CN CN2013202251999U patent/CN203298700U/en not_active Expired - Lifetime
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106855388A (en) * | 2015-12-08 | 2017-06-16 | 江西昌河航空工业有限公司 | Ram intake curved surface setting angle measuring instrument |
| CN106441229A (en) * | 2016-10-13 | 2017-02-22 | 贵州大学 | Side slope pre-splitting hole goniometer and side slope pre-splitting hole angle measuring method thereof |
| CN106705805A (en) * | 2016-12-30 | 2017-05-24 | 山东大学 | Portable multifunctional measuring device for tunnel blasting hole parameter, and application method thereof |
| CN106918280A (en) * | 2017-02-09 | 2017-07-04 | 山东大学 | A kind of loess tunnel TSP blastholes cleaning measures integrated apparatus and method |
| CN107101603A (en) * | 2017-05-24 | 2017-08-29 | 山东大学 | A kind of servicing unit, method and application forecast for tunnel TSP |
| CN107529583A (en) * | 2017-08-14 | 2018-01-02 | 北京国岩华北技术检测有限公司 | Construction of explosion economy minimum backbreaks method and its laser is accurately directed to device |
| KR101889398B1 (en) | 2018-04-10 | 2018-08-17 | 재단법인 한국재난연구원 | Tunnel spring line marker |
| CN110763118A (en) * | 2018-07-27 | 2020-02-07 | 成都飞机工业（集团）有限责任公司 | Tool for measuring angle of taper hole at bottom of deep groove cavity |
| CN109357601A (en) * | 2018-10-29 | 2019-02-19 | 中建三局集团有限公司 | A kind of bore angle measuring device |
| CN109915019A (en) * | 2019-04-22 | 2019-06-21 | 中铁五局集团建筑工程有限责任公司 | A kind of drilling rod drilling orienting device and orientation method |
| CN109915019B (en) * | 2019-04-22 | 2023-12-29 | 中铁五局集团建筑工程有限责任公司 | Drilling rod drilling orientation device and orientation method |
| CN110132105A (en) * | 2019-05-14 | 2019-08-16 | 山东省路桥集团有限公司 | Blasthole hole quality detection device and detection method |
| CN110132105B (en) * | 2019-05-14 | 2024-06-04 | 山东省路桥集团有限公司 | Device and method for detecting hole forming quality of blast hole |
| CN112727446A (en) * | 2020-12-31 | 2021-04-30 | 煤科集团沈阳研究院有限公司 | Underground coal mine drilling and paying-off method and device and underground coal mine drilling method |
| CN112727446B (en) * | 2020-12-31 | 2024-02-27 | 中煤科工集团沈阳研究院有限公司 | Underground coal mine drilling and paying-off and drilling verification method and device |
| CN113417630A (en) * | 2021-08-02 | 2021-09-21 | 贵州大学 | Rapid testing device for angle of blast hole |
| CN113417630B (en) * | 2021-08-02 | 2022-09-16 | 贵州大学 | Rapid testing device for angle of blast hole |
| CN114593329A (en) * | 2022-03-22 | 2022-06-07 | 俞晓飞 | Foundation pit excavation rapid monitoring instrument |
| CN114593329B (en) * | 2022-03-22 | 2024-01-02 | 俞晓飞 | Quick monitor of foundation ditch excavation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131120 |