CN201037757Y - Orbit foundation pile parameter measuring rule - Google Patents
Orbit foundation pile parameter measuring rule Download PDFInfo
- Publication number
- CN201037757Y CN201037757Y CNU2007200122220U CN200720012222U CN201037757Y CN 201037757 Y CN201037757 Y CN 201037757Y CN U2007200122220 U CNU2007200122220 U CN U2007200122220U CN 200720012222 U CN200720012222 U CN 200720012222U CN 201037757 Y CN201037757 Y CN 201037757Y
- Authority
- CN
- China
- Prior art keywords
- chi
- plate
- crossfoot
- positioning plate
- vernier
- 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
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model pertains to a measuring device, in particular to a railway stake parameter ruler, which consists of a positioning pin, a lock screw, a vernier scale, a vernier, a vertical ruler, a chain, a guide wheel, a rising handwheel, a crossfoot, an upper positioning plate, a lower positioning plate, a magnifier, a standard bubble, a bubble regulating screw, a probe, a fixed inspection plate and a package ruler, wherein, the vernier is arranged on the crossfoot, and the lock screw is matched with the vernier; the front of the vertical ruler is calibrated, and the positioning pin is arranged at the lower end of the vertical ruler through the vernier; the upper end and the lower end of the vertical ruler are connected with ends of the chain respectively, and the chain is connected with the rising handwheel through the guide wheel; the vernier scale is arranged on the vernier, and the crossfoot is sleeved in a package sleeve; the upper positioning plate and the lower positioning plate are arranged on the package ruler; the magnifier is arranged on the upper positioning plate and the lower positioning plate, and a standard bubble device is arranged on the upper positioning plate and the lower positioning plate as well as the bubble regulating screw; the fixed inspection plate is arranged below the package ruler, and the probe is arranged on the fixed inspection plate.
Description
Technical field
The utility model belongs to measurement mechanism, particularly a kind of track foundation pile parameter measurement chi.
Background technology
Railway is own through realizing the 6th speed-raising at present, train speed raising simultaneously, the corresponding raising that requires to track circuit, for states such as the monitoring circuit buck of rail, runway, track sinkings, works department is buried foundation pile underground in the circuit outside, and centering is as benchmark thereon, and by the height between plane and the orbit plane on the measurement track foundation pile, and the horizontal range fork-like farm tool used in ancient China is monitored the track user mode between track foundation pile pilot hole center and rail.Construction operation adopts the self-control light instrument at present, and measuring error is big, detects inconvenience, and efficient is low.
Summary of the invention
Given this, the purpose of this utility model is to provide a kind of high-precision track foundation pile parameter measurement chi.
The utility model is realized by following technical measures: track foundation pile parameter measurement chi, by pilot pin, lock screw, secondary chi sheet, the trip frame, chi hangs down, chain, angle sheave, the lifting handwheel, crossfoot, location-plate up and down, magnifier, air level, bubble is adjusted screw, gauge head, Gu drafting board, the cover chi is formed, its middle reaches frame is fixed on the crossfoot, lock screw cooperates with the trip frame, graticule is carved with in vertical chi front, hang down chi by the trip frame, end device pilot pin under the vertical chi, on the vertical chi, following two ends connect the chain termination, chain is connected with the lifting handwheel by angle sheave, secondary chi sheet is fixed on the trip frame, crossfoot is sleeved in the chi, location-plate is fixed on the cover chi by the cover chi up and down, install magnifier up and down above the location-plate, the air level device is adjusted on the screw at up and down location-plate and bubble, and solid drafting board is fixed on below the cover chi, and gauge head unit is being consolidated on the drafting board.
The utility model is that railway department is used to measure on the track foundation pile height between the plane and rail plane, and the special measuring tool of horizontal range between track foundation pile pilot hole center and rail, has characteristics simple to operate, that measuring accuracy is high.
Description of drawings
Fig. 1 is a structural drawing of the present utility model.
Fig. 2 is a vertical view of the present utility model.
Embodiment
With reference to Fig. 1,2, track foundation pile parameter measurement chi, by pilot pin 2, lock screw 3, secondary chi sheet 4, trip frame 5, chi 6 hangs down, chain 7, angle sheave 8, lifting handwheel 9, crossfoot 10, location-plate 11 up and down, magnifier 12, air level 13, bubble is adjusted screw 14, gauge head 15, Gu drafting board 16, cover chi 17 is formed, its middle reaches frame 5 is fixed on the crossfoot 10, lock screw 3 cooperates with trip frame 5, graticule is carved with in vertical chi 6 fronts, vertical 6 times end device pilot pins 2 of chi, hang down chi 6 by trip frame 5, on the vertical chi 6, following two ends connect chain 7 terminations, chain 7 is connected with lifting handwheel 9 by angle sheave 8, secondary chi sheet 4 is fixed on the trip frame 5, crossfoot 10 is sleeved in the chi 17, location-plate 11 is fixed on the cover chi 17 by cover chi 17 up and down, device magnifieres 12 above the location-plate 11 up and down, and air level 13 devices are in that location-plate 11 and bubble are adjusted on the screw 14 up and down, Gu drafting board 16 is fixed on below the cover chi 17, gauge head 15 devices are on solid drafting board 16.
During measurement, to consolidate drafting board 16 is placed on the rail 18, gauge head 15 is near rail 18 sides, the pilot pin 2 of vertical chi 6 places foundation pile 1 pilot hole, and turn lifting handwheel 9 is adjusted the chi 6 that hangs down up and down air level 13 is mediated, tighten lock screw 2, read track foundation pile 1 pilot hole center and 18 horizontal ranges of rail by the magnifier 12 that is fixed on the cover chi 17, simultaneously from ' 0 ' groove of secondary chi sheet 4, the height between the plane on rail plane and the foundation pile is read at corresponding groove place of hanging down chi 6.
Claims (1)
1. track foundation pile parameter measurement chi, by pilot pin, lock screw, secondary chi sheet, the trip frame, chi hangs down, chain, angle sheave, the lifting handwheel, crossfoot, location-plate up and down, magnifier, air level, bubble is adjusted screw, gauge head, Gu drafting board, the cover chi is formed, it is characterized in that: the trip frame is fixed on the crossfoot, lock screw cooperates with the trip frame, graticule is carved with in vertical chi front, hang down chi by the trip frame, end device pilot pin under the vertical chi, on the vertical chi, following two ends connect the chain termination, chain is connected with the lifting handwheel by angle sheave, secondary chi sheet is fixed on the trip frame, and crossfoot is sleeved in the chi, and location-plate is fixed on the cover chi by the cover chi up and down, install magnifier up and down above the location-plate, the air level device is adjusted on the screw at up and down location-plate and bubble, and solid drafting board is fixed on below the cover chi, and gauge head unit is being consolidated on the drafting board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200122220U CN201037757Y (en) | 2007-05-23 | 2007-05-23 | Orbit foundation pile parameter measuring rule |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200122220U CN201037757Y (en) | 2007-05-23 | 2007-05-23 | Orbit foundation pile parameter measuring rule |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201037757Y true CN201037757Y (en) | 2008-03-19 |
Family
ID=39210272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200122220U Expired - Fee Related CN201037757Y (en) | 2007-05-23 | 2007-05-23 | Orbit foundation pile parameter measuring rule |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201037757Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102243048A (en) * | 2011-07-29 | 2011-11-16 | 中国铁建重工集团有限公司道岔分公司 | Measuring scale for measuring lowering value of railway turnout |
| CN103837131A (en) * | 2013-11-18 | 2014-06-04 | 中国特种飞行器研究所 | High-precision towing basin rail horizontal measuring device |
-
2007
- 2007-05-23 CN CNU2007200122220U patent/CN201037757Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102243048A (en) * | 2011-07-29 | 2011-11-16 | 中国铁建重工集团有限公司道岔分公司 | Measuring scale for measuring lowering value of railway turnout |
| CN103837131A (en) * | 2013-11-18 | 2014-06-04 | 中国特种飞行器研究所 | High-precision towing basin rail horizontal measuring device |
| CN103837131B (en) * | 2013-11-18 | 2015-12-02 | 中国特种飞行器研究所 | A kind of high precision towing basin track level measurement device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080319 |