CN201138200Y - Stereoscopic rapid measurement tool for roads - Google Patents
Stereoscopic rapid measurement tool for roads Download PDFInfo
- Publication number
- CN201138200Y CN201138200Y CNU2007201257437U CN200720125743U CN201138200Y CN 201138200 Y CN201138200 Y CN 201138200Y CN U2007201257437 U CNU2007201257437 U CN U2007201257437U CN 200720125743 U CN200720125743 U CN 200720125743U CN 201138200 Y CN201138200 Y CN 201138200Y
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- CN
- China
- Prior art keywords
- piles
- highway
- control
- survey instrument
- elevation
- 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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- 238000005259 measurement Methods 0.000 title description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 229920000742 Cotton Polymers 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 9
- 239000002344 surface layer Substances 0.000 abstract description 3
- 239000007787 solid Substances 0.000 abstract 2
- 239000010410 layer Substances 0.000 description 16
- 238000000034 method Methods 0.000 description 6
- 230000003287 optical effect Effects 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model provides a highway solid rapid survey tool, which is arranged at the interval of one hundred meters at the adjacent positions on the outer edges of highways or particular points. A total station and a gradienter are used for measuring the plan positions and the elevations of control fender piles. After the control fender piles are checked to be right, during construction from roadbeds through base courses to surface layers, vertical mark posts are inserted in the holes of the control fender piles. Steel rope rulers are fixed on the scales of the vertical mark posts according to the elevations of the control fender piles. The plan positions of central piles and side piles are quickly measured by means of middle leveling bubbles and weights, and the elevations of the central piles and the side piles are measured quickly with an elevation control platform, a bobbin winder and a high strength control rope tensioned by fixed posts. In this way, high elevation sample piers are manufactured. The highway solid rapid survey tool can work around the clock, the plane positions of the central piles and the side piles of roadbeds can be positioned quickly; the elevations of the central piles and the side piles can be measured quickly in the areas of one hundred meters; high elevation piers are manufactured; the requirement of the progress of construction is met.
Description
Affiliated technical field
The utility model relates to highway alignment, measurement of higher degree control, especially can express the completion form of highway three-dimensionally, locatees roadbed center line hundred meters regional quick Fabrication elevation sample piers in the lump fast at each soil layer of roadbed in the work progress.
Background technology
At present, the known highway alignment and measurement of higher degree control all uses optical gauge to finish by the surveyor.Optical gauge is set up calibration, command the forward sight hand to measure by master of ceremonies person and finish.But, optical gauge, the measurement achievement precision of measurement is subjected to weather, temperature, light, many-sided extraneous factor influence such as information transmission accuracy rate between personnel, measuring speed and precision are difficult to guarantee.Highway engineering construction, from going into operation to construction, finish to construction, from the roadbed to the basic unit, to surface layer, the work that construction survey Shi Chongfu does is exactly to recover the elevation that king-pile and skirt piles are established in the planimetric position of Middle Pile of Road and skirt piles and survey, measures big and numerous, use conventional method, facts have proved the schedule requirement that is difficult to satisfy construction.
Summary of the invention
Learn surveying instrument and measure in order to overcome assigned personnel's luminous intensity distribution, labour intensity is big, and efficient is low, and precision is poor, deficiency that can't all weather operations.The utility model provides a kind of investigating method and measuring and controlling equipment, can express the completion form of highway three-dimensionally, this investigating method and measuring and controlling equipment can not only be located the planimetric position of roadbed king-pile and skirt piles fast, simultaneously roadbed is surveyed the elevation of establishing king-pile and skirt piles fast in hundred meters, make elevation sample pier, and construction speed is satisfied in all weather operations.
The technical scheme that its technical matters that solves the utility model adopts is: adopt by the control fender pile, vertical mark layer bar, the steel cable chi, mark heavily hangs down, the elevation control platform, the instrument that reel and high strength control cotton rope constitute, at the adjacent boundary of highway toe limit outer rim interval, place hundred meters or specified point place, use total powerstation and level meter to survey and establish control fender pile planimetric position and elevation, the control fender pile that is provided with check errorless after, in the work progress, from the roadbed to the basic unit, to surface layer, all use vertical mark layer bar to insert the hole of control fender pile, according to control fender pile elevation, fixedly high strength is controlled the cotton rope chi on the mark layer scale that indicates the soil layer vertical rod, rely on mid-air level, mark heavily hangs down, survey the planimetric position of establishing king-pile and skirt piles fast, utilize the high strength control cotton rope of elevation control platform and reel and fixed bar tensioning simultaneously, survey the elevation of establishing king-pile and skirt piles fast with ruler, make elevation sample pier.Like this, just reach all weather operations, locate the planimetric position of roadbed king-pile and skirt piles fast, hundred meters regional roadbeds are surveyed the elevation of establishing king-pile and skirt piles fast simultaneously, make elevation sample pier, satisfy the purpose that construction speed requires.
The beneficial effects of the utility model are, can overcome existing optical gauge precision and be subjected to weather, temperature, light, many-sided extraneous factor influence such as information transmission accuracy rate between personnel, the shortcoming that measuring speed and precision are difficult to guarantee, can express the completion form of highway in quick stereo ground, locate roadbed center line hundred meters regional roadbed quick Fabrication elevation sample piers in the lump apace, and the energy all weather operations, control convenient and simple.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 surveys the planimetric position method synoptic diagram of establishing king-pile and skirt piles.
Fig. 2 is the structural map of control fender pile.
Fig. 3 is vertical mark layer bar structural map.
Fig. 4 surveys the method synoptic diagram of establishing king-pile and skirt piles elevation.
Fig. 5 is the structural map of elevation control platform.
Fig. 6 is the reel and the fixed bar structural map of tensioning high strength control cotton rope.
1. control fender piles among Fig. 1,2. vertical mark layer bar 4. mid-air levels, and 5. the steel cable chi 6. heavily hangs down and marks.
1. control fender pile, 3. holes among Fig. 2.
2. vertical mark layer bar among Fig. 3.
7. rulers among Fig. 4,8. high strength control cotton rope, 9. elevation control platform.
8. high strength control cotton rope among Fig. 5,13., 15. slide blocks, 16. location holding screws, 17. rollers, 18. mark layer vertical rod, 19. sit based platform, 20. tommys
8. high strength control cotton rope among Fig. 6,10. reel, 11. screens pins, 12. winds, 13., 14. drill rod bars, 15. slide blocks, 16. location holding screws,
Embodiment
At Fig. 1,2,3,4,5, in the 6 synthetic illustrated embodiments, the planimetric position method that king-pile and skirt piles are established in survey is to insert the hole (3) of control fender pile (1) with vertical mark layer bar (2), according to control fender pile (1) elevation, fixing steel cable chi (5) on the mark layer scale of vertical mark layer bar (2), rely on mid-air level (4), mark (6) heavily hangs down, survey the planimetric position of establishing king-pile and skirt piles fast, the method that king-pile and skirt piles elevation are established in survey is, in the planimetric position of heavily hanging down king-pile shown in the mark (6) and skirt piles, control elevation at the drill rod bar (14) of fixing two meters at a plurality of elevation control seat based platforms (19) and interval on the roadbed according to vertical marking shown in the steel cable chi of fixing on layer mark layer scale of bar (2) (5) by tommy (20), go up adjustment slide block (15) to correct height in mark layer vertical rod (18), screw fixedly slide block (15) of location holding screw (16), answer the slide block (15) on the actual needs drill rod bar (14) to be adjusted to proper height, screw fixedly slide block (15) of location holding screw (16), high strength control cotton rope (8) is on reel (10), shake wind (12) by fixing roller (17) the high strength control cotton rope (8) of going up the axle (13) on the integrated fixedly slide block (15) by mark layer vertical rod (18) of tensioning of screens pin (11) is arranged on the integrated reel (10) that is fixed on the axle (13) on the slide block (15), elevation indication by high strength control cotton rope (8), survey the elevation of establishing king-pile and skirt piles fast with ruler (7), make elevation sample pier.
Claims (8)
1. the quick survey instrument of highway three-dimensional is characterized in that with the rope backguy: control fender pile and vertical mark layer bar vertical and steel cable chi and the heavily vertical horizontal link of marking, high strength is controlled cotton rope and is hung on the roller of elevation control platform, is fixed by reel and fixed bar tensioning.
2. the quick survey instrument of highway three-dimensional according to claim 1 is characterized in that: there is hole at control fender pile center.
3. the quick survey instrument of highway three-dimensional according to claim 1 is characterized in that: design has a mark layer scale on the vertical mark layer bar, and fixing steel cable chi on the vertical rod scale is equipped with mid-air level on the flat bar.
4. the quick survey instrument of highway three-dimensional according to claim 1 is characterized in that: vertical mark layer bar and control fender pile can be by the hole combinations of control fender pile.
5. the quick survey instrument of highway three-dimensional according to claim 1 is characterized in that: target other end and the steel cable chi link of heavily hanging down.
6. the quick survey instrument of highway three-dimensional according to claim 1 is characterized in that: the elevation control platform links with reel and high strength control cotton rope.
7. the quick survey instrument of highway three-dimensional according to claim 1, it is characterized in that: the elevation control platform is to sit stationary positioned pin under the based platform, the vertical rod of fixing above mark layer is with slide block and locate holding screw and be connected, and high strength is controlled cotton rope and hung over to be fixed on the roller on the slide block by axle one end and constitute.
8. the quick survey instrument of highway three-dimensional according to claim 1 is characterized in that: reel and fixed bar are that high strength is controlled cotton rope on reel, are linked on the drill rod bar by slide block and location holding screw by screens pin, wind and axle to constitute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201257437U CN201138200Y (en) | 2007-08-01 | 2007-08-01 | Stereoscopic rapid measurement tool for roads |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201257437U CN201138200Y (en) | 2007-08-01 | 2007-08-01 | Stereoscopic rapid measurement tool for roads |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201138200Y true CN201138200Y (en) | 2008-10-22 |
Family
ID=40038884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201257437U Expired - Fee Related CN201138200Y (en) | 2007-08-01 | 2007-08-01 | Stereoscopic rapid measurement tool for roads |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201138200Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ303618B6 (en) * | 2012-01-26 | 2013-01-09 | Ceská zemedelská univerzita v Praze | Method of monitoring vertical shifts of terrain, especially on stockpiles and rubbish dumps |
| CN103758018A (en) * | 2014-02-24 | 2014-04-30 | 中国十九冶集团有限公司 | Method for controlling road surface elevation of roadbed |
| CN104457617A (en) * | 2014-11-25 | 2015-03-25 | 湖南基石信息技术有限公司 | Curve radius measuring method and system |
| CN109235913A (en) * | 2018-11-06 | 2019-01-18 | 中铁六局集团有限公司 | A kind of pin-connected panel orifice protective cover |
| CN109440842A (en) * | 2018-12-21 | 2019-03-08 | 宁波市基业金属材料有限公司 | A kind of measurement nailing fixed point mechanism for the soft or hard degree switching of foundation pit |
| CN113063407A (en) * | 2021-03-25 | 2021-07-02 | 深圳洪涛集团股份有限公司 | Construction location is decided high unwrapping wire instrument |
-
2007
- 2007-08-01 CN CNU2007201257437U patent/CN201138200Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ303618B6 (en) * | 2012-01-26 | 2013-01-09 | Ceská zemedelská univerzita v Praze | Method of monitoring vertical shifts of terrain, especially on stockpiles and rubbish dumps |
| CN103758018A (en) * | 2014-02-24 | 2014-04-30 | 中国十九冶集团有限公司 | Method for controlling road surface elevation of roadbed |
| CN103758018B (en) * | 2014-02-24 | 2016-01-20 | 中国十九冶集团有限公司 | Method for controlling road surface elevation of roadbed |
| CN104457617A (en) * | 2014-11-25 | 2015-03-25 | 湖南基石信息技术有限公司 | Curve radius measuring method and system |
| CN109235913A (en) * | 2018-11-06 | 2019-01-18 | 中铁六局集团有限公司 | A kind of pin-connected panel orifice protective cover |
| CN109440842A (en) * | 2018-12-21 | 2019-03-08 | 宁波市基业金属材料有限公司 | A kind of measurement nailing fixed point mechanism for the soft or hard degree switching of foundation pit |
| CN113063407A (en) * | 2021-03-25 | 2021-07-02 | 深圳洪涛集团股份有限公司 | Construction location is decided high unwrapping wire instrument |
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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: 20081022 |