CN107830848A - New the construction line-putting device and construction method in the digging process of road and bridge place - Google Patents
New the construction line-putting device and construction method in the digging process of road and bridge place Download PDFInfo
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- CN107830848A CN107830848A CN201711046933.4A CN201711046933A CN107830848A CN 107830848 A CN107830848 A CN 107830848A CN 201711046933 A CN201711046933 A CN 201711046933A CN 107830848 A CN107830848 A CN 107830848A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/002—Active optical surveying means
- G01C15/004—Reference lines, planes or sectors
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- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to road and bridge place to excavate field, and in particular to new the construction line-putting device and construction method in a kind of digging process of road and bridge place.New the construction line-putting device in a kind of digging process of road and bridge place, it is characterised in that：It includes two sets of supports, and the support includes A-frame, expansion link and spirit level, and the expansion link lower end is fixedly mounted on A-frame, and the spirit level is fixedly mounted on the middle part of expansion link；The expansion link upper end of one of support is provided with one or more laser lamp, and the expansion link upper end of another support is provided with white plastic disk.The present invention can safely and fast complete the construction line-putting work, and accurate indicating arrangement thing edge positions under the topographic features complicated and changeable such as mountain and hill, accurately instruct mechanical personnel to construct in real time.
Description
Technical field
The present invention relates to road and bridge place to excavate field, and in particular to new in a kind of digging process of road and bridge place
The construction line-putting device and construction method.
Background technology
Accurate control to works edge positions elevation during the excavation construction of road and bridge place is individual very spine
The problem of hand.Traditional construction unwrapping wire is using indicating arrangement thing edge positions the methods of the line in kind that for example limes, drawing plastics red line
And elevation.But in the changeable area with a varied topography such as mountain and hill, artificial unwrapping wire in kind, which does not only exist potential safety hazard, to be also inconvenient to survey
Amount personnel operate unwrapping wire on the spot.Because traditional construction line-putting method can not monitor excavation degree in real time, place excavation is easily caused
Excessively, mechanical personnel's machine-team is wasted；Or place excavation degree is inadequate, repeated measurement is put after missing marker in digging process
Sample, delay excavation progress, increase survey crew's work load.So how to monitor place in real time excavates degree, one-shot measurement is put
Sample can instruct and control place to excavate overall process construction, and accurate place of effectively excavating avoids mechanical personnel from wasting, in road bridge
It is particularly important in beam construction previous work.
The content of the invention
For above-mentioned technical problem, applied it is an object of the invention to provide new in a kind of digging process of road and bridge place
Work actinobacillus device and construction method, the present invention can safely and fast complete to apply under the topographic features complicated and changeable such as mountain and hill
Work setting-out work, and accurate indicating arrangement thing edge positions, accurately instruct mechanical personnel to construct in real time.
To achieve the above object, the technical solution used in the present invention is：
New the construction line-putting device in a kind of digging process of road and bridge place, it is characterised in that：It includes two sets of supports, described
Support includes A-frame, expansion link and spirit level, and the expansion link lower end is fixedly mounted on A-frame, the spirit level
It is fixedly mounted on the middle part of expansion link；The expansion link upper end of one of support is provided with one or more laser lamp, another
The expansion link upper end of individual support is provided with white plastic disk.
The laser lamp is arranged on expansion link by screwing type buckle, and laser lamp can be around flexible by screwing type buckle
Bar rotates in a circumferential direction.
The white plastic disk is arranged on expansion link by screwing type buckle, and white plastic disk passes through screwing type card
Button can rotate in a circumferential direction around expansion link.
The laser lamp of the expansion link upper end installation is two.
The A-frame is height-adjustable tripod.
The construction method of new the construction line-putting device in the digging process of road and bridge place, it is characterised in that it includes following
Step：
A, surveying and locating determines each angular coordinate in place and positions sign, determines that laser lamp and white plastic disk are located at each angle point
Position；
B, A-frame is laid in each corner location, after making A-frame center alignment angle point, is installed on A-frame
Expansion link, then spirit level is installed on expansion link, and expansion link is adjusted according to spirit level；Finally in the upper end of each expansion link
The corresponding laser lamp of installation or white plastic disk；
C, according to works sideline and elevation adjustable telescopic rod, laser lamp and white plastic disc centre elevation is made to reach default height
Journey；
D, laser lamp is opened, laser beam direction and works sideline direction one are made according to works sideline direction rotary laser lamp
Cause, fixed laser lamp；
E, white plastic disk direction is adjusted, is allowed to face laser beam direction and fixation；
F, laser lamp is opened in the digging process of place, is excavated according to the mechanical artificial progress place of laser beam instruction until white
There is the incident point of laser beam in plastic disc center, represents place on this sideline direction and excavates in place；
G, F is repeated the above steps until place excavation completion, reservation corner location, are removed new in the digging process of receipts road and bridge place
Type the construction line-putting device.
If white plastic disk receives the laser beam from multiple directions in the step E, white plastic disk is adjusted
Direction, all laser beams is collected in central point on white plastic disk can fixed white plastic disc.
The beneficial effects of the invention are as follows：The present invention, which breaches Traditional Man material object unwrapping wire, needs repeated measurement and can not be on the scene
The shortcomings that real-time instruction machinery personnel construct in ground digging process, can pacify under the topographic features complicated and changeable such as mountain and hill
It is complete to be rapidly completed the construction line-putting work, and accurate indicating arrangement thing edge positions, accurately instruct mechanical personnel to construct in real time.Effectively
Solves the problems, such as changeable regional the construction line-putting difficulty with a varied topography, energy real-time instruction construction is excessively opened so as to avoid place
Dig, saved mechanical artificial resource.Other apparatus of the present invention are simple in construction（Easy to carry, i.e. frame is used, that is, tears open to walk, be environmentally friendly
Efficiently）, easy to operate, cost is cheap, safety and environmental protection, has very strong practicality and extensive generalization.（1）The present apparatus is used instead
Laser beam sign sideline, position, elevation, it can not only avoid excavating caused by material object sign is disturbed by place excavation construction
Error, and can avoid, because of repeated measurement setting-out in digging process caused by marker is lost, substantially increasing place excavation
Accuracy, saved survey crew's time.（2）The distance for setting Site Design angle point can be by tripod outside foundation ditch
Erection is enclosed, laser projects sideline in the air, coordinates Sopwith staff sign elevation, avoids and manually go to put sideline at complicated landform on the spot, carry
The high security and convenience of surveying setting-out.（3）Due to laser beam real-time display edge positions, mechanical driver can with when
Quarter is reminded, and avoids the excessive excavation of machinery, so as to reduce unnecessary mechanical one-shift, saves the warp of place excavation
Take.
Brief description of the drawings
Fig. 1 is new the construction line-putting schematic device in the digging process of road and bridge place.
Fig. 2 is the schematic top plan view that new the construction line-putting device is in use in the digging process of road and bridge place.
Fig. 3 is that new the construction line-putting device excavates application in Mountainous areas place in the digging process of road and bridge place
Elevational schematic view.
Brief description of the drawings：1- spirit levels；2- screwing type buckles；3- laser lamps；4- expansion links；5- white plastic disks；6- tri-
Angle support；7- laser beams.
Embodiment
For a better understanding of the present invention, technical scheme is done further with reference to embodiment and accompanying drawing
Explanation（As Figure 1-3）.
Embodiment one
New the construction line-putting device in a kind of digging process of road and bridge place, it includes two sets of supports, and the support includes three
Angle support 6, expansion link 4 and spirit level 1（The spirit level 1 is preferably portable spirit level）, the lower end of expansion link 4 is fixedly mounted
On A-frame 6, the spirit level 1 is fixedly mounted on the middle part of expansion link 4；The upper end of expansion link 4 peace of one of support
Equipped with one or more laser lamp 3, the upper end of expansion link 4 of another support is provided with white plastic disk 5.
The laser lamp 3 is arranged on expansion link 4 by screwing type buckle 2, and laser lamp 3 can be with by screwing type buckle 2
Rotated in a circumferential direction around expansion link 4.
The white plastic disk 5 is arranged on expansion link 4 by screwing type buckle 2, and white plastic disk 5 is by screwing
Formula buckle 2 can rotate in a circumferential direction around expansion link 4.
The laser lamp 3 of the upper end of expansion link 4 installation is two.
The A-frame 6 is height-adjustable tripod.
The construction method of new the construction line-putting device in the digging process of road and bridge place, it comprises the following steps：
A, surveying and locating determines each angular coordinate in place and positions sign, determines that laser lamp 3 and white plastic disk 5 are located at each angle
The position of point（Laser lamp 3 and white plastic disk 5 arranged crosswise）；
B, A-frame 6 is laid in each corner location, after making the center of A-frame 6 alignment angle point, pacified on A-frame 6
Expansion link 4 is filled, then spirit level 1 is installed on expansion link 4, and expansion link 4 is adjusted according to spirit level 1；Finally in each expansion link 4
Upper end corresponding laser lamp 3 or white plastic disk 5 are all installed；
C, according to works sideline and elevation adjustable telescopic rod 4, laser lamp 3 and the center elevation of white plastic disk 5 is made to reach pre-
If elevation（And check level）；
D, laser lamp 3 is opened, according to works sideline direction rotary laser lamp 3（Horizontal direction）Make the direction of laser beam 7 and knot
Structure thing sideline direction is consistent,（After checking direction）Fixed laser lamp 3；
E, the direction of white plastic disk 5 is adjusted, is allowed to face the direction of laser beam 7 and fixation；
F, laser lamp 3 is opened in the digging process of place, indicates that mechanical artificial progress place is excavated until white according to laser beam 7
There is the incident point of laser beam 7 in the center of color plastic disc 5, represents place on this sideline direction and excavates in place；
G, F is repeated the above steps until completion is excavated in place（White plastic circle corresponding to being projected when all laser beams 7
The accurate excavation in the center interval scale place of disk 5 is in place）, retain corner location, remove and receive in the digging process of road and bridge place newly
Type the construction line-putting device（Carry out next process）.
If white plastic disk 5 receives the laser beam 7 from multiple directions, adjustment white plastic circle in the step E
The direction of disk 5, all laser beams 7 is collected in central point on white plastic disk 5 can fixed white plastic disc 5.
If running into strong sunray, when there is the unsharp problem in the position of laser beam 7 in air, site operation can be allowed
Personnel wear sunglasses, can so make what laser beam 7 became apparent to be presented in workmen's eye.
Embodiment two
Need to excavate to the absolute altitude of laser beam 7 shown in Fig. 3, design corner location on one and accompanying drawing 3, such as design in conjunction with the embodiments and be
The position of rightmost side white plastic disk 5, then need to excavate two hillside.One white plastic disk 5 can be first set by first mountain
Excavate in place on slope；Second hillside is excavated again, until laser beam 7 is incident upon rightmost side white plastic disk 5 and represents place height
Journey is excavated in place.Due to can monitor in real time place excavate degree, can effective guiding construction, avoid excavate excessively or excavate not
Enough repeated measurements.
The right model described above for being only the Application Example of the present invention, the present invention can not being limited with this certainly
Enclose, therefore the equivalence changes made according to scope of the present invention patent, still belong to protection scope of the present invention.
Claims (7)
1. new the construction line-putting device in a kind of digging process of road and bridge place, it is characterised in that：It includes two sets of supports, institute
Stating support includes A-frame（6）, expansion link（4）And spirit level（1）, the expansion link（4）Lower end is fixedly mounted on triangle branch
Frame（6）On, the spirit level（1）It is fixedly mounted on expansion link（4）Middle part；The expansion link of one of support（4）Pacify upper end
Equipped with one or more laser lamp（3）, the expansion link of another support（4）Upper end is provided with white plastic disk（5）.
2. new the construction line-putting device in the digging process of road and bridge place according to claim 1, it is characterised in that：Institute
State laser lamp（3）Pass through screwing type buckle（2）Installed in expansion link（4）On, laser lamp（3）Pass through screwing type buckle（2）Can be with
Around expansion link（4）Rotate in a circumferential direction.
3. new the construction line-putting device in the digging process of road and bridge place according to claim 2, it is characterised in that：Institute
State white plastic disk（5）Pass through screwing type buckle（2）Installed in expansion link（4）On, white plastic disk（5）Pass through screwing type
Buckle（2）Can be around expansion link（4）Rotate in a circumferential direction.
4. new the construction line-putting device in the road and bridge place digging process according to claim 1,2 or 3, its feature exist
In：The expansion link（4）The laser lamp of upper end installation（3）For two.
5. new the construction line-putting device in the road and bridge place digging process according to claim 1,2 or 3, its feature exist
In：The A-frame（6）For height-adjustable tripod.
6. the construction method of new the construction line-putting device in the digging process of road and bridge place according to claim 1, its
It is characterised by that it comprises the following steps：
A, surveying and locating determines each angular coordinate in place and positions sign, determines laser lamp（3）With white plastic disk（5）It is located at
The position of each angle point；
B, A-frame is laid in each corner location（6）, make A-frame（6）After center alignment angle point, in A-frame
（6）Upper installation expansion link（4）, then in expansion link（4）Upper installation spirit level（1）, and according to spirit level（1）Adjust expansion link（4）；
Finally in each expansion link（4）Upper end corresponding laser lamp is all installed（3）Or white plastic disk（5）；
C, according to works sideline and elevation adjustable telescopic rod（4）, make laser lamp（3）With white plastic disk（5）Center elevation
Reach default elevation；
D, laser lamp is opened（3）, according to works sideline direction rotary laser lamp（3）Make laser beam（7）Direction and works
Sideline direction is consistent, fixed laser lamp（3）；
E, white plastic disk is adjusted（5）Direction, it is allowed to face laser beam（7）Direction and fixation；
F, laser lamp is opened in the digging process of place（3）, according to laser beam（7）It is straight to indicate that mechanical artificial progress place is excavated
To white plastic disk（5）There is laser beam in center（7）Incident point, represent on this sideline direction place and excavate in place；
G, F is repeated the above steps until place excavation completion, reservation corner location, are removed new in the digging process of receipts road and bridge place
Type the construction line-putting device.
7. the construction method of new the construction line-putting device in the digging process of road and bridge place according to claim 6, its
It is characterised by：White plastic disk in the step E（5）If receive the laser beam from multiple directions（7）, adjust white modeling
Expect disk（5）Direction, make all laser beams（7）Collect in white plastic disk（5）Upper central point can fixed white plastics
Disk（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711046933.4A CN107830848B (en) | 2017-10-31 | 2017-10-31 | Novel construction paying-off device and construction method in road and bridge site excavation process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711046933.4A CN107830848B (en) | 2017-10-31 | 2017-10-31 | Novel construction paying-off device and construction method in road and bridge site excavation process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107830848A true CN107830848A (en) | 2018-03-23 |
| CN107830848B CN107830848B (en) | 2020-08-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711046933.4A Active CN107830848B (en) | 2017-10-31 | 2017-10-31 | Novel construction paying-off device and construction method in road and bridge site excavation process |
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| CN (1) | CN107830848B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775895A (en) * | 2018-07-30 | 2018-11-09 | 中国地质大学（武汉） | A kind of tunnel straight line excavates intelligent positioning instrument and its application method |
| CN112157294A (en) * | 2020-08-13 | 2021-01-01 | 北京机械设备研究所 | Device and method for drilling mounting hole in equipment cabin |
| CN113107023A (en) * | 2021-03-22 | 2021-07-13 | 中国五冶集团有限公司 | Earth excavation pay-off |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001255146A (en) * | 2000-03-08 | 2001-09-21 | Topcon Corp | Control system for construction machine by laser reference face |
| CN103471573A (en) * | 2013-10-06 | 2013-12-25 | 中国二十二冶集团有限公司 | Leveling reflector device and horizontal line quick releasing method thereof |
| US20150331159A1 (en) * | 2008-11-17 | 2015-11-19 | Faro Technologies, Inc. | Markings on glass cube-corner retroreflector and method of measuring retroreflector orientation |
| CN205655835U (en) * | 2016-05-12 | 2016-10-19 | 河南理工大学 | Automatic centering and measuring total powerstation |
| CN206248090U (en) * | 2016-12-15 | 2017-06-13 | 毕祥光 | A kind of road and bridge construction measurement apparatus |
| CN206583454U (en) * | 2017-03-31 | 2017-10-24 | 山西省第三建筑工程公司 | A kind of groove earth excavation measure and control device |
-
2017
- 2017-10-31 CN CN201711046933.4A patent/CN107830848B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001255146A (en) * | 2000-03-08 | 2001-09-21 | Topcon Corp | Control system for construction machine by laser reference face |
| US20150331159A1 (en) * | 2008-11-17 | 2015-11-19 | Faro Technologies, Inc. | Markings on glass cube-corner retroreflector and method of measuring retroreflector orientation |
| CN103471573A (en) * | 2013-10-06 | 2013-12-25 | 中国二十二冶集团有限公司 | Leveling reflector device and horizontal line quick releasing method thereof |
| CN205655835U (en) * | 2016-05-12 | 2016-10-19 | 河南理工大学 | Automatic centering and measuring total powerstation |
| CN206248090U (en) * | 2016-12-15 | 2017-06-13 | 毕祥光 | A kind of road and bridge construction measurement apparatus |
| CN206583454U (en) * | 2017-03-31 | 2017-10-24 | 山西省第三建筑工程公司 | A kind of groove earth excavation measure and control device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775895A (en) * | 2018-07-30 | 2018-11-09 | 中国地质大学（武汉） | A kind of tunnel straight line excavates intelligent positioning instrument and its application method |
| CN112157294A (en) * | 2020-08-13 | 2021-01-01 | 北京机械设备研究所 | Device and method for drilling mounting hole in equipment cabin |
| CN112157294B (en) * | 2020-08-13 | 2023-08-01 | 北京机械设备研究所 | Device and method for punching mounting holes in equipment cabin |
| CN113107023A (en) * | 2021-03-22 | 2021-07-13 | 中国五冶集团有限公司 | Earth excavation pay-off |
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| Publication number | Publication date |
|---|---|
| CN107830848B (en) | 2020-08-14 |
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