CN104863190A - Forced centering foot frame for railway roadbed section non-forced centering CPIII surveying - Google Patents
Forced centering foot frame for railway roadbed section non-forced centering CPIII surveying Download PDFInfo
- Publication number
- CN104863190A CN104863190A CN201510298213.1A CN201510298213A CN104863190A CN 104863190 A CN104863190 A CN 104863190A CN 201510298213 A CN201510298213 A CN 201510298213A CN 104863190 A CN104863190 A CN 104863190A
- Authority
- CN
- China
- Prior art keywords
- leveling
- forced centering
- cpiii
- support
- bar
- 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.)
- Granted
Links
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention relates to the field of surveying instruments, in particular to a forced centering foot frame for railway roadbed section non-forced centering CPIII surveying. The forced centering foot frame for the railway roadbed section non-forced centering CPIII surveying is characterized in that a support rod and two leveling rods are arranged at the bottom of a leveling supporting seat, wherein the support rod is perpendicularly fixed on the center position of the bottom face of the leveling supporting seat, the leveling rods are hinged to the leveling supporting seat, and a telescopic joint is arranged on a rod body of each leveling rod. The forced centering foot frame for the railway roadbed section non-forced centering CPIII surveying has the advantages that basic on-site setting for railway roadbed section non-forced centering CPIII surveying points can be achieved; the structure is simple and reasonable, reutilization can be achieved, and the forced centering foot frame for the railway roadbed section non-forced centering CPIII surveying is suitable for promotion.
Description
Technical field
The present invention relates to measuring apparatus field, particularly relate to the forced centering foot rest measured for the optional centering CPIII in railway bed location.
Background technology
As everyone knows, current railway bed location optional centering CPIII measures and normally adopts at electrified column or need measured place to pour into a mould a pile foundation and then in pile foundation, bury built-in fitting underground and then install and measure prism to realize, but this technology exists following shortcoming:
1, speed per hour is less than the railway of 200km/h, and piling prepressing is not carried out in its roadbed location, therefore on its roadbed, carries out borehole pile anchoring, easily causes existing line generation sedimentation, and then affects traffic safety;
Its stake position imbedded of roadbed of 2, not carrying out piling prepressing is unstable, Settlement and displacement change easily occurs, thus causes survey data misalignment;
3, the conventional stake method for position imbedded, long in time limit, cost is large.
Summary of the invention
The object of the invention is according to above-mentioned the deficiencies in the prior art, provide the forced centering foot rest measured for the optional centering CPIII in railway bed location, are determined a bit fixing in plan view at 3, realize the centering leveling of forced centering foot rest, make the survey data of measuring apparatus accurate, meet railroad track accurate adjustment and other construction requirements.
The object of the invention realizes being completed by following technical scheme:
A kind of forced centering foot rest measured for the optional centering CPIII in railway bed location, described foot rest comprises leveling support, described leveling support surface is fixedly installed bubble and top measurement mechanism connector, it is characterized in that: bottom described leveling support, be provided with a support bar and two leveling bars, wherein said support bar is vertically fixed on the center of described leveling support bottom surface, two described leveling bars are articulated with described leveling support respectively, and the shaft of described leveling bar has expansion coupling.
Angle between the axis of two described leveling bars is rectangular.
Described expansion coupling comprises coarse adjustment portion and trimming part, and described coarse adjustment portion and described trimming part are separately positioned on described leveling bar, realizes the length adjustment of described leveling club body.
Described expansion coupling has a positioner, and described positioner is arranged on described leveling bar, realizes the locking after described leveling club body length adjustment.
Advantage of the present invention is: the scene that can realize optional centering CPIII survey mark basis, railway bed location is arranged; Simple and reasonable, easy and simple to handle, quick, can reuse, suitable popularization; The present invention can solve the difficult problem that existing railway driving is frequent, security risk is large, thoroughly solves original CPIII excavation and causes rail track unstable and then affect traffic safety, the difficult problem that long in time limit, cost is large.
Accompanying drawing explanation
Fig. 1 is cross-sectional view of the present invention;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the cross-sectional view of leveling support in the present invention;
Fig. 4 is the top view of Fig. 3;
Fig. 5 is the partial enlarged drawing at A place in Fig. 1;
Fig. 6 is the partial enlarged drawing at B place in Fig. 1.
Detailed description of the invention
Feature of the present invention and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that the understanding of technician of the same trade:
As shown in figures 1 to 6, mark 1-20 in figure to be respectively: leveling support 1, support bar 2, leveling bar 3, leveling bar 4, expansion coupling 5, positioner 6, connector 7, circular bubble 8, bubble tube 9, hinge 10, stop screw 11, limited block 12, telescopic shaft 13, trimming hand wheel 14, external member 15, interior stay tube 16, main body 17, slide block 18, spring 19, briquetting 20.
Embodiment: as shown in Figure 1, 2, the forced centering foot rest superstructure measured for the optional centering CPIII in railway bed location in the present embodiment comprises leveling support 1, and the top of leveling support 1 connects the prism supporting CPIII and measure.Support bar 2, leveling bar 3, leveling bar 4 is provided with bottom leveling support 1, each body of rod utilizes determine at 3, and the principle of plane determines a plane for leveling support 1, and make this planar horizontal by adjustment two leveling bars, thus make the measuring prism on leveling support 1 and top thereof keep vertical.Support bar 2 is fixedly connected on the center of leveling support 1 bottom surface as the fixed point in 3 o'clock.Leveling bar 3 and leveling bar 4 form respectively by hinge 10 and leveling support 1 and are rotatably assorted, and leveling bar 3 and leveling bar 4 can be rotated around leveling support 1 respectively by hinge 10, support to coordinate support bar 2 pairs of leveling supports 1.The shaft of leveling bar 3 and leveling bar 4 is respectively arranged with expansion coupling 5 and positioner 6, expansion coupling 5 is for adjusting the shaft length of leveling bar 3 or leveling bar 4, thus push-and-pull is carried out to leveling support 1, realize the plane adjustment of leveling support 1, and positioner 6 is for the locking of expansion coupling 5, avoid expansion coupling 5 cannot ensure the stable support state of leveling pole pair leveling support 1 after stretching.The body of rod axis angle of leveling bar 3 and leveling bar 4 is rectangular, can from perpendicular both direction push-and-pull leveling support 1 to adjust its surface levelness both making.
As shown in Figure 3,4, the surface of leveling support 1 is fixedly connected with connector 7, circular bubble 8 and bubble tube 9, wherein the outer profile size of connector 7 and the portion that the is connected matching size of its top measuring prism share in being connected and fixed top measuring prism, and circular bubble 8 and bubble tube 9 are respectively used to the levelness showing leveling support 1 surface.Angle between two bubble tubes 9 is vertical, to show the levelness in the perpendicular both direction of leveling support 1.When three bubble show respectively leveling support 1 be in level time, measuring prism can be connected on connector 7 by technician.
As shown in Figure 5, the expansion coupling 5 in the present embodiment comprises stop screw 11, limited block 12, telescopic shaft 13, trimming hand wheel 14, external member 15, interior stay tube 16.Limited block 12 is fixed on the two side ends head of telescopic shaft 13 by two screws 11 respectively.It is inner that telescopic shaft 13 is sleeved on stay tube 16 in upper and lower two, coordinates formation to be connected and fixed between telescopic shaft 13 with interior stay tube 16 by internal and external screw thread.Connecting axle 13 is provided with trimming hand wheel 14 and external member 15, trimming hand wheel 14 is rotationally connected axle 13 for technician, make it flexible from interior stay tube 16 by threaded engagement, realize the length adjustment of leveling bar 3 and leveling bar 4, external member 15 is for carrying out spacing to trimming hand wheel 14.Be arranged on the outer profile size of outer profile size slightly larger than telescopic shaft 13 of the limited block 12 of connecting axle 13 two ends head, after telescopic shaft 13 screws out elongation in interior stay tube 16, can stop that telescopic shaft 13 departs from interior stay tube 16.Interior municipal administration 16 is arranged on the shaft of leveling bar 3 and leveling bar 4.
As shown in Figure 6, leveling bar 3 is provided with the positioner for carrying out locking positioning to leveling bar 3, when the length of leveling bar 3 needs to adjust, unlocking locating device, makes leveling bar 3 carry out length adjustment by the expansion coupling 5 on its body of rod; And when the length adjustment of leveling bar 3 is complete coincidence measurement needs time, locking positioning device, makes the length of leveling bar 3 be fixed, measurement misalignment when avoiding measuring caused by leveling bar 3 change in length.Positioner is made up of main body 17, slide block 18, spring 19, briquetting 20, is wherein provided with a cambered surface in main body 17, and the inner surface of two pieces of slide blocks 18 coincide adaptive respectively with this cambered surface, form between the two and be slidably matched.Be connected and fixed by spring 19 between two pieces of slide blocks 18.Form inclined-plane between the outer surface of briquetting 20 and slide block 18 to fit.Leveling bar 3 is clamped between slide block 18 and briquetting 20.In use, by briquetting 20 to pressing down, the inclined-plane of briquetting 20 can extrude two pieces of slide blocks, 18, two pieces of slide blocks 18 and can move in opposite directions along the cambered surface of main body 17, and now leveling bar 3 unlocks, and realizes freely adjusting of its length.Unclamp briquetting 20 after length adjustment completes, now spring 19 resets, and two pieces of slide blocks 18 move upward until coordinated the locking to leveling bar 3 with briquetting 20 along the cambered surface of main body 17.Leveling bar 4 is also provided with the positioner identical with on leveling bar 3.
The present embodiment is in the specific implementation: on the basis of three-point fix plan view, will be more fixing, its advantage be avoid 3 all undetermined situation time, technician need influence each other at 3 under, back and forth adjust 3 until the level of leveling support 1; In addition length is carried out to support bar 2 and fix the height measuring prism centers by prism, and then the CPIII survey mark height of fixing centering foot rest can be extrapolated, thus facilitate level gauge to carry out dimensional measurement.
Forced centering foot rest can be directly installed on CPIII measurement point or coordinate various survey mark to use.This survey mark needs offer the adaptive connecting hole that to match with the bar footpath of support bar 2.
Although elaborate the design of the object of the invention and embodiment with reference to accompanying drawing with above-described embodiment, but those of ordinary skill in the art can recognize, the essence of above-described embodiment is determined a bit fixing in plan view at 3, realize the centering leveling of forced centering foot rest, make the survey data of measuring apparatus more accurate.So under the precondition not departing from claim limited range, still various improvement and conversion can be made to the present invention, as: the specific constructive form of expansion coupling 5, the level gauge form of structure, kind etc. on leveling support 1 surface, therefore do not repeat one by one at this.
Claims (4)
1. the forced centering foot rest measured for the optional centering CPIII in railway bed location, described foot rest comprises leveling support, described leveling support surface is fixedly installed bubble and top measurement mechanism connector, it is characterized in that: bottom described leveling support, be provided with a support bar and two leveling bars, wherein said support bar is vertically fixed on the center of described leveling support bottom surface, two described leveling bars are articulated with described leveling support respectively, and the shaft of described leveling bar has expansion coupling.
2. a kind of forced centering foot rest measured for the optional centering CPIII in railway bed location according to claim 1, is characterized in that: the angle between the axis of two described leveling bars is rectangular.
3. a kind of forced centering foot rest measured for the optional centering CPIII in railway bed location according to claim 1, it is characterized in that: described expansion coupling comprises coarse adjustment portion and trimming part, described coarse adjustment portion and described trimming part are separately positioned on described leveling bar, realize the length adjustment of described leveling club body.
4. a kind of forced centering foot rest measured for the optional centering CPIII in railway bed location according to claim 3, it is characterized in that: described expansion coupling has a positioner, described positioner is arranged on described leveling bar, realizes the locking after described leveling club body length adjustment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510298213.1A CN104863190B (en) | 2015-06-03 | 2015-06-03 | Forced centering foot stool for the optional centering CPIII measurements in railway bed location |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510298213.1A CN104863190B (en) | 2015-06-03 | 2015-06-03 | Forced centering foot stool for the optional centering CPIII measurements in railway bed location |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104863190A true CN104863190A (en) | 2015-08-26 |
| CN104863190B CN104863190B (en) | 2017-08-04 |
Family
ID=53909326
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510298213.1A Active CN104863190B (en) | 2015-06-03 | 2015-06-03 | Forced centering foot stool for the optional centering CPIII measurements in railway bed location |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104863190B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5159760A (en) * | 1990-03-08 | 1992-11-03 | Leica Heerbrugg Ag | Device for aligning a geodetic instrument over a defined position mark |
| US5255441A (en) * | 1993-02-16 | 1993-10-26 | Burgess Bradley C | Prism pole for a surveying system |
| CN202471056U (en) * | 2012-03-13 | 2012-10-03 | 中铁十一局集团有限公司 | Centering tripod for high-speed railway ballastless track precision measurement |
| CN103016914A (en) * | 2012-12-31 | 2013-04-03 | 天津市建筑科学研究院有限公司 | Multifunctional forced centering leg bracket |
| CN203323740U (en) * | 2013-06-09 | 2013-12-04 | 中铁七局集团第二工程有限公司 | Building settlement nondestructive measurement leveling rod bracket |
| CN104501788A (en) * | 2014-12-29 | 2015-04-08 | 中国电建集团中南勘测设计研究院有限公司 | Mobile collimation line bracket |
| CN204715430U (en) * | 2015-06-03 | 2015-10-21 | 中铁上海设计院集团有限公司 | For the forced centering foot rest that the optional centering CPIII in railway bed location measures |
-
2015
- 2015-06-03 CN CN201510298213.1A patent/CN104863190B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5159760A (en) * | 1990-03-08 | 1992-11-03 | Leica Heerbrugg Ag | Device for aligning a geodetic instrument over a defined position mark |
| US5255441A (en) * | 1993-02-16 | 1993-10-26 | Burgess Bradley C | Prism pole for a surveying system |
| CN202471056U (en) * | 2012-03-13 | 2012-10-03 | 中铁十一局集团有限公司 | Centering tripod for high-speed railway ballastless track precision measurement |
| CN103016914A (en) * | 2012-12-31 | 2013-04-03 | 天津市建筑科学研究院有限公司 | Multifunctional forced centering leg bracket |
| CN203323740U (en) * | 2013-06-09 | 2013-12-04 | 中铁七局集团第二工程有限公司 | Building settlement nondestructive measurement leveling rod bracket |
| CN104501788A (en) * | 2014-12-29 | 2015-04-08 | 中国电建集团中南勘测设计研究院有限公司 | Mobile collimation line bracket |
| CN204715430U (en) * | 2015-06-03 | 2015-10-21 | 中铁上海设计院集团有限公司 | For the forced centering foot rest that the optional centering CPIII in railway bed location measures |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104863190B (en) | 2017-08-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109515252B (en) | Trackless measurement construction method for subway contact network | |
| CN211371669U (en) | Surveying instrument positioner for surveying and mapping engineering | |
| CN106152963B (en) | A kind of automatic platform limit measuring instrument and its measurement method | |
| CN102269585A (en) | Method for precisely measuring survey beacon height | |
| CN204715430U (en) | For the forced centering foot rest that the optional centering CPIII in railway bed location measures | |
| CN201224857Y (en) | Plate adjusting apparatus for measuring rail plate | |
| CN208921129U (en) | A kind of contact network in tunnel trackless construction survey instrument | |
| CN204165549U (en) | A kind of laser crown slope measuring instrument | |
| CN210108333U (en) | Vault settlement measuring device based on precise laser range finder | |
| CN104863190A (en) | Forced centering foot frame for railway roadbed section non-forced centering CPIII surveying | |
| CN105002936B (en) | For the optional centering CPIII measuring methods in railway bed location | |
| CN203323740U (en) | Building settlement nondestructive measurement leveling rod bracket | |
| KR101271048B1 (en) | Prism-target For Rail-road | |
| CN218781802U (en) | Pouring position calibrating device for contact net foundation | |
| CN217032461U (en) | Pavement settlement detection test device | |
| CN209085528U (en) | Device for subway third rail parameter measurement | |
| CN204142243U (en) | Pre-embedded steel slab relative relief measures servicing unit | |
| CN103422485B (en) | Angle adjustable converter for measuring deposition deformation along horizontal direction | |
| CN208887642U (en) | High-precision quick centering base | |
| CN206308568U (en) | A kind of measurement apparatus of auxiliary track panel coarse adjustment | |
| CN213274210U (en) | Height difference monitor for swivel beam construction | |
| CN210341865U (en) | Detection device for railway bridge roadbed sinking | |
| CN217083758U (en) | Device for accurately testing distance and height difference between crane beam tracks | |
| CN209066223U (en) | Elevational point accurate control device during a kind of roadbase construction with paving machine | |
| CN111721261A (en) | Swivel beam construction measuring device and measuring method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |