CN108253946A - Multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device and method - Google Patents
Multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device and method Download PDFInfo
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- CN108253946A CN108253946A CN201810019183.XA CN201810019183A CN108253946A CN 108253946 A CN108253946 A CN 108253946A CN 201810019183 A CN201810019183 A CN 201810019183A CN 108253946 A CN108253946 A CN 108253946A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
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Abstract
The present invention relates to engineering measuring technology fields, disclose a kind of multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device and method, the device include：Upper unit and bottom device；Upper unit includes：Pedestal, vertical rod and the horizon bar of adjustable horizontal, vertical rod is vertically set on the pedestal of upper unit, horizon bar is arranged on vertical rod top and vertical with vertical rod holding, horizon bar is equipped with laser ranging collimator, laser ranging collimator is equipped with 360 ° of prisms, and laser ranging collimator center is overlapped with the optical center of 360 ° of prisms thereon；Bottom device includes：The pedestal of adjustable horizontal and laser pick-off target, laser pick-off target are arranged on the pedestal of bottom device, and laser pick-off target lower part is equipped with 360 ° of prisms, and the center of laser pick-off target and the optical center of the 360 of its underpart ° of prisms are coaxial.The multiple functions that the present invention has connection survey, vertically measures, there are many applicable elements, measurement result is convenient for calibration.
Description
Technical field
The present invention relates to engineering measuring technology fields more particularly to one kind both can vertically have been measured, and can also be contacted
The new device and method of measurement.
Background technology
During the underground engineering constructions such as tunnel, mine, in order to ensure that construction is tunneled by design direction, ensure all directions
The working face of driving can be penetrated through correctly in the predetermined area, must just be passed through the plane coordinates system on ground and elevation coordinate system
Inclined shaft or vertical shaft are transmitted to underground, these transmit work and are known as connection survey.There are underground and ground survey by connection survey
One unified plane coordinates system and elevation system, while provide coordinate, azimuth and elevation known date for underground survey.
Therefore, it is possible to which ground coordinate, orientation and elevation accurately are transmitted to underground, have emphatically in the underground engineerings such as tunnel, mine
The practical significance and value wanted.
Increasingly rare with urban land, the height of building constantly refreshes the skyline in city.In high-rise, superelevation
In layer construction, ground elevation and coordinate are accurately transferred to skyscraper and applying layer, this work is known as vertical measure.
By vertically measuring, make have unified construction coordinate system and height datum applying layer and ground.
In underground engineering and high-building construction, it is required for the importing of coordinate and elevation.In connection survey, conventional pilot
The method for entering elevation is taped measurement, and the method that coordinate transmits is vertical line connection triangle method.In Super High construction survey, lead to
Floor preformed hole is crossed vertically to be transmitted coordinate with elevation.It is larger by ectocine there is measuring in conventional method, especially
When being shaft connection survey, steel wire vertical line is influenced by wind-force, humidity, the aspect such as drip, and there are certain errors for measurement result.
And must there must be the presence at advanced control point near well head, be not easy to observe.
Invention content
In view of the problems of the existing technology, the present invention provides a kind of connection survey, the new device vertically measured and side
Method, there are many applicable elements, and no matter well head nearby whether there is control point, and measurement result is convenient for calibration, in a variety of environment occasions
Under can be used.
In order to solve the above-mentioned technical problem, the technical solution adopted in the present invention is：A kind of multi-functional vertical measure contacts
Integrated three-dimensional coordinate transfer device is measured, including：Upper unit and bottom device；
Upper unit includes：Pedestal, vertical rod and the horizon bar of adjustable horizontal, vertical rod are vertically set in upper unit
On pedestal, horizon bar is arranged on vertical rod top and vertical with vertical rod holding, and horizon bar is equipped with laser ranging collimator, swashs
Ligh-ranging collimator is equipped with 360 ° of prisms, laser ranging collimator center and the light of 360 ° of prisms on laser ranging collimator
The heart overlaps；
Bottom device includes：The pedestal of adjustable horizontal and laser pick-off target, laser pick-off target are arranged on bottom device
On pedestal, laser pick-off target lower part is equipped with 360 ° of prisms, center and the laser pick-off target lower part of laser pick-off target
The optical center of 360 ° of prisms is coaxial.
Preferably, the upper unit is further included with graduated indium watt alloy ruler, and the indium watt alloy ruler is arranged on water
On flat bar, there are two 360 ° of prisms on the laser ranging collimator and laser ranging collimator are each, it are divided into two groups, all set
It, can be to two laser rangings by reading reading of two laser ranging collimators on indium watt alloy ruler on indium watt alloy ruler
The horizontal distance of collimator is checked.
Preferably, there are two the bottom devices, a laser ranging collimator of upper unit, the indium are corresponded to respectively
Reading on watt alloy ruler is additionally operable to the horizontal distance between two 360 ° of prisms of bottom device and checks.
Preferably, the upper unit further includes GNSS receiver, and for the acquisition of coordinate, GNSS receiver is arranged on sharp
Ligh-ranging collimator top, it is coaxial with laser ranging collimator.
Preferably, the vertical rod includes：Vertical rod one and vertical rod two, vertical rod one can surround the upper unit
Pedestal rotates horizontally, and vertical rod two is equipped with vertical rod screwing bolts, vertical rod two can Relative vertical bar one it is flexible and pass through institute
Vertical rod screwing bolts are stated to be tightened on vertical rod one；
And/or the horizon bar includes：Horizon bar one and horizon bar two, horizon bar two are equipped with horizon bar screwing bolts,
Two energy relative level bar one of horizon bar, which stretches and passes through the horizon bar screwing bolts, to be tightened on horizon bar one, on horizon bar one
Equipped with counterweight, the counterweight is arranged far from one end of horizon bar two.
Preferably, the pedestal of the upper unit is equipped with trepanning, for being placed on tripod；
And/or the pedestal of the bottom device is equipped with trepanning, for being placed on tripod.
In order to solve the above-mentioned technical problem, another technical solution of the present invention is：A kind of multi-functional vertical survey
Connection survey integrated three-dimensional coordinate transmission method is measured,
The connection survey includes the following steps：
Step 1, laser ranging collimator is fixed on horizon bar, horizon bar is pushed into above well head, it is accurate to open laser ranging
The laser ranging switch of straight instrument；
Step 2, known point sets up total powerstation near well head, 360 ° of prisms on aiming laser ranging collimator, laser ranging
Collimator and 360 ° of prisms thereon are coaxial and concentric, measure laser ranging collimator centre coordinate；
Step 3, laser pick-off target is placed on ground more smooth below well head, it will be in laser ranging collimator laser
The heart is directed at the center of laser pick-off target；
Step 4, unknown point total powerstation being placed in tunnel, 360 ° of prisms of alignment laser pick-off target lower part, laser connect
It receives target and 360 ° of its underpart prism is coaxial and concentric, total powerstation placement point coordinates is measured using resection method；
Step 5, the method for utilizing trigonometric levelling near the well head on known bench mark, is measured on laser ranging collimator
The elevation of 360 ° of prisms reads the ranging readings of laser ranging collimator, along with 360 ° of prisms of laser pick-off target lower part
Prism thickness, obtain the elevations of 360 ° of prisms of underground；
The vertical measurement includes the following steps：
Step 1, laser ranging collimator is laid in high-rise applying near layer preformed hole, laser ranging collimator is consolidated
It is scheduled on horizon bar, horizon bar is pushed into above preformed hole, open the laser ranging switch of laser ranging collimator；
Step 2, laser pick-off target is placed on ground more smooth below preformed hole, by laser ranging collimator laser
Center is directed at the center of laser pick-off target；
Step 3, known point sets up total powerstation near laser pick-off target, is directed at 360 ° of prisms of laser pick-off target lower part,
Laser pick-off target and 360 ° of its underpart prism are coaxial and concentric, and 360 ° of prism centers for measuring laser pick-off target lower part are sat
Mark using 360 ° of prisms on the method aiming laser ranging collimator of total powerstation that layer frame sets using resection is applied, swashs
Ligh-ranging collimator and 360 ° of prisms thereon are coaxial and concentric, carry out the transmission of coordinate；
Step 4, levelling rod is placed in laser pick-off Target Center position, measures the ground elevation of laser pick-off target；
Step 5, the ranging readings of laser ranging collimator are read, in addition ground elevation is exactly laser ranging collimator center height
Journey recycles spirit level or Trigonometric Leveling by Total Station measuring method to be transmitted to elevation and applying layer.
Preferably, the multi-functional vertical measurement connection survey integrated three-dimensional coordinate transmission method, which further includes, checks step
Suddenly：
It will be arranged on horizon bar with graduated indium watt alloy ruler, two groups of laser ranging collimators and the laser ranging are accurate
360 ° of prisms on straight instrument are all disposed on the indium watt alloy ruler, are set under two groups of laser pick-off targets and laser pick-off target
360 ° of prisms in portion；
360 ° of prisms on two laser ranging collimators are aimed at by total powerstation, measure two laser ranging standards on horizon bar
Straight instrument centre coordinate, inverse go out the horizontal distance between two laser ranging collimators；
360 ° of prisms of two laser pick-off target lower parts are aimed at by total powerstation, two laser pick-off Target Centers is measured and sits
Mark, inverse go out the horizontal distance between two laser pick-off targets；
Read horizontal distance of reading of two laser ranging collimators on indium watt alloy ruler to two laser ranging collimators
It is checked, the horizontal distance between two laser pick-off targets checks.
Preferably, the multi-functional vertical measurement connection survey integrated three-dimensional coordinate transmission method is surveyed using following steps
Go out laser ranging collimator centre coordinate：
GNSS receiver is set up on laser ranging collimator, and passes through the phase that GNSS receiver is obtained in GNSS baseline vector processions
Position centre coordinate, GNSS receiver phase center coordinate and laser ranging collimator phase center coordinate are coaxial, so as to be swashed
Ligh-ranging collimator centre coordinate.
The advantageous effect that technical solution of the present invention is brought is：
The present invention replaces steel wire with 360 ° of prisms, carries out range measurement and cultellation using laser ranging collimator, can improve
Precision reduces the influence of environment.
GNSS receiver is mounted in measuring device by the present invention, and number of coordinates is calculated by the data of GNSS receiver
According to the step of eliminating control point pilot measurement, in the case of can meeting site operation precision suitable for GNSS positioning accuracies.
Artificial observation is adjusted to laser alignment by the present invention, reduces sighting mark error.
Description of the drawings
The multi-functional vertical structure for measuring one embodiment of connection survey integrated three-dimensional coordinate transfer device of Fig. 1 present invention is shown
It is intended to.
The multi-functional vertical flow diagram for measuring connection survey integrated three-dimensional coordinate transmission method of Fig. 2 present invention.
Description of symbols：
1 pedestal, 2 foot screws, 3 horizontal bubbles, 4 vertical rods one,
5 vertical rods two, 6 screwing bolts, 7 horizon bars one, 8 horizon bars two,
9 360 ° of prisms, 10 laser ranging collimators, 11 GNSS receivers,
12 with graduated indium watt alloy ruler, 13 counterweights, 14 trepannings,
15 laser pick-off targets, 16 360 ° of prisms.
Specific embodiment
The invention will be further described in the following with reference to the drawings and specific embodiments, so that those skilled in the art can be with
It is better understood from the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.
As shown in Figure 1, multi-functional vertical one embodiment of measurement connection survey integrated three-dimensional coordinate transfer device of the present invention,
The embodiment includes：Upper unit I and bottom device II.
Upper unit I and bottom device II.Two parts have the pedestal of adjustable horizontal, and applicable a variety of of pedestal
Part can be directly placed on ground, whether there is tripod.
The pedestal 1 of upper unit I is equipped with foot screw 2, and it is horizontal to can adjust pedestal 1；Horizontal bubble 3 is additionally provided on pedestal 1,
It is whether horizontal for observing pedestal；Pedestal 1 is equipped with trepanning 14, for being placed on tripod.Upper unit I is hung down by vertical
Straight-bar connect composition with horizon bar, has throwing to survey device on horizon bar（Laser ranging collimator 10）With target sighting means
（360 ° of prisms 9）, and GNSS receiver 11 is added, can be sat in the case of no control point or control point not intervisibility
Target obtains.The center of laser ranging collimator 10 is overlapped with the optical center of 360 ° of prisms 9.GNSS receiver 11 is arranged on Laser Measuring
It is coaxial with laser ranging collimator 10 away from 10 top of collimator.
Vertical rod includes：Vertical rod 1 and vertical rod 25；Vertical rod 1 can be rotated horizontally around pedestal 1；Vertical rod
25 are equipped with screwing bolts 6, and 25 energy Relative vertical bar 1 of vertical rod, which stretches and passes through screwing bolts 6, is tightened on vertical rod 1
On.
Horizon bar includes：Horizon bar 1 and horizon bar 28；Horizon bar 28 is equipped with horizon bar screwing bolts, horizon bar
28 energy relative level bars 1, which stretch and pass through horizon bar screwing bolts, to be tightened on 7 on horizon bar one；Horizon bar 1, which is equipped with, matches
13 are weighed, counterweight 13 is arranged far from one end of horizon bar 28.
It is additionally provided on upper unit I with graduated indium watt alloy ruler 12, indium watt alloy ruler 12 is arranged on horizon bar 28
On, there are two 10,360 ° of prisms 9 of laser ranging collimator and GNSS receiver 11 are each, it is divided into two groups, is all disposed within indium watt alloy
On ruler 12.
II upper strata of bottom device is laser pick-off target 15, has crosshair alignment device, laser on laser pick-off target 15
It is 360 ° of prisms 16 to receive 15 lower part of target.The optical center of the center of laser pick-off target 15 and 360 ° of prisms 16 is coaxial.
Laser ranging collimator has the effects that ranging, collimation.In traditional connection survey, elevation transmission is to use steel ruler
Span is carried out, then carries out the transmission of elevation again.In the present invention, using the distance measurement function of laser ranging collimator 10, it can subtract
The error of small taped measurement；Alignment function in laser ranging collimator 10, can be in upper unit I by the light of 360 ° of prisms 9
The heart throws into shaft bottom, is received in shaft bottom laser pick-off target 15.Thus by the point plane projection on well to underground.
Indium watt alloy ruler is affected by temperature minimum, and the coefficient of expansion is small, when carrying out high-acruracy survey with very high precision.
Indium watt alloy ruler 12 is placed on horizon bar 28 by the present invention, and the laser ranging collimator 10 of horizon bar 28 is equipped with reading
Window can read the horizontal distance between two laser ranging collimators 10.Since this horizontal distance has higher precision,
So it can check condition as one：
Distance checks between two 360 ° of prisms 9 in horizon bar laser ranging collimator 10 on well（This distance is
Coordinate, the distance that inverse goes out are measured using total powerstation）, similarly can be to the spacing of two 360 ° of prisms 16 of areal receiver-array device
From being checked；
Solution process can be added in as additional baseline condition when GNSS receiver 11 carries out calculating coordinate, ask for higher precision
Coordinate.
360 ° of prisms are a kind of measurement reflective markers, and in measurement process, its surface any position is measured, reflects position
It is its optical center to put.In the present invention, laser ranging collimator 10 is placed in 360 ° of prisms 9, and make laser ranging collimator
10 center is overlapped with the optical center of 360 ° of prisms 9（It can be realized by machinery production means）.The purpose for the arrangement is that：It is measuring
During the coordinate of 360 ° of prisms 9, the coordinate measured is exactly the coordinate at 10 center of laser ranging collimator in fact, laser ranging collimator
10 distances measured are the laser pick-off targets 15 of its center part device II on earth, and laser ranging collimator 10 projects bottom dress
The point on II laser pick-off target 15 is put, is exactly projection of the optical center of 360 ° of prisms 9 on bottom device II in fact.Conventional method
It is connection triangle, binding weight with steel wire on well falls to underground, sights steel wire with total powerstation to measure, uses 360 °
Prism is to reduce sighting mark error, and steel wire is in the shaft, affected by environment larger, and the hang down point of throwing of bottom has larger mistake
Difference.
As shown in Fig. 2, for the multi-functional vertical flow for measuring connection survey integrated three-dimensional coordinate transmission method of the present invention
Schematic diagram.
First, shaft connection survey technology implements means：
1）Plane coordinates transmits：Upper unit I is placed near well head, adjusts the foot screw of bottom, makes pedestal horizontal bubble
Between two parties.Position of the laser ranging collimator on horizon bar is adjusted, records indium watt alloy ruler reading.Then will be swashed with screwing screw
Ligh-ranging collimator is fixed on horizon bar.Horizon bar is pushed into above well head, opens the laser ranging of laser ranging collimator
Switch.
2）Coordinate translocation on well：1. known point A sets up total powerstation near well head, aim on two laser ranging collimators
360 ° of prisms, measure the laser ranging collimator centre coordinate on horizon bar.Design when, laser ranging collimator with thereon
360 ° of prisms it is coaxial and with one heart.Obtain two laser ranging collimator P, Q centre coordinates on well.If 2. well head have no alternative but to nearby
Know a little or known point is not in the case of intervisibility, GNSS receiver can be set up, and pass through GNSS on two laser ranging collimators
The phase center coordinate of GNSS receiver is obtained in baseline vector procession.GNSS receiver phase center coordinate is collimated with laser ranging
Instrument phase center coordinate is coaxial.Obtain two laser ranging collimator P, Q centre coordinates on well.
3）Underground coordinate obtains：Bottom device II is placed on ground more smooth below well head.Adjust foot screw,
Make horizontal bubble placed in the middle.In placing device, laser center is substantially directed at laser pick-off target（Target disk）Center.Adjustment
After level, if laser center and target disk center are misaligned, left and right screw is rotated, is made in target disk center and laser
The heart overlaps.Obtain subpoint P ', Q '.
4）Underground coordinate translocation：Total powerstation is placed in the unknown point in tunnel, is directed at 360 ° of laser pick-off target lower part
Prism measures total powerstation placement point coordinates using resection method, then carries out the laying of underground conducting wire.During design, laser
It receives target and 360 ° of prisms of its underpart is coaxial.
5）Elevation transmits：The method for utilizing trigonometric levelling near the well head on known bench mark, is measured on horizon bar
The elevation of 360 ° of prisms.Laser ranging collimator ranging readings are read, along with the prism thickness of 360 ° of prisms of underground, so that it may
To calculate the elevation of 360 ° of prism centers of downhole hardware.
2nd, the vertical measuring technique of high-rise is implemented：
（One）Plane coordinates transmits：
1）Upper unit I is laid in high-rise to apply near layer preformed hole, adjustment foot screw makes pedestal horizontal.Observe water
Flat bubble is placed in the middle.Position of the laser ranging collimator on horizon bar is adjusted, records indium watt alloy ruler reading.Then with screwing spiral shell
Laser ranging collimator is fixed on horizon bar by silk.Horizon bar is pushed into above preformed hole, opens laser ranging collimator
Laser ranging switchs.
2）Bottom device II is placed on ground more smooth below preformed hole.Foot screw is adjusted, makes horizontal bubble
Between two parties.In placing device, laser center is substantially directed at laser pick-off target（Target disk）Center.After adjustment is horizontal, if
Laser center and target disk center are misaligned, then rotate left and right screw, make laser pick-off Target Center and laser center weight
It closes.
3）In bottom device II, nearby known point sets up total powerstation, measures 360 ° of prism centers coordinates of bottom device II.
Using applying total powerstation that layer frame sets using the method for resection and aiming at two 360 ° of prisms on I horizon bar of upper unit.
Carry out the transmission of coordinate.
（Two）Elevation transmits：
1）Laser ranging collimator is opened, substantially by the center of laser center alignment laser pick-off target.After adjustment is horizontal, if swashing
Light center and laser pick-off Target Center are misaligned, then rotate left and right screw, make in laser pick-off Target Center and laser
The heart overlaps.
2）Levelling rod is placed in laser pick-off Target Center position on bottom device II, measures the ground of laser pick-off target
Elevation.
3）The reading of laser ranging collimator is read, in addition ground elevation is exactly laser ranging collimator center elevation,
It is the elevation of 360 ° of prisms.Spirit level or Trigonometric Leveling by Total Station measuring method is recycled to be transmitted to elevation and applying layer later.
Traditional shaft connection survey is to carry out connection survey using plumb bob and steel wire, in measurement process, by vertical shaft wind
Power is dripped, the influence of humidity, temperature, and accurate sight of steel wire is not an easy thing.And in the device that the present invention designs, it uses
360 ° of prisms replace steel wire.And the transmission of elevation typically uses steel ruler and is measured above and below well.Steel ruler is measured by environment
Influence it is also larger, and in present invention design device, using laser ranging collimator into the measurement of row distance.The purpose done so can
To improve precision, the influence of environment is reduced.
Connection survey above and below well, it usually needs well head nearby has control point（Point for shaft position）.And in city underground excavation, ore deposit
During mountain vertical shaft measures, the nearly well near well head is not too much difficult to find or there is a situation where not intervisibility, in order to solve such case, this
GNSS receiver is mounted in measuring device by invention.Coordinate data is calculated by the data of GNSS receiver, eliminates control
The step of system point pilot measurement.In the case that this method can meet site operation precision suitable for GNSS positioning accuracies.
In high-story architecture construction, construction coordinate system is transmitted to by floor preformed hole and is applying layer.Coordinate transmits normal
Method is diagonal eyepiece etc., and this method needs install optional equipment on total powerstation, more inconvenient.And present invention design
In device, artificial observation is adjusted to laser alignment, reduces sighting mark error.
Embodiment described above is only to absolutely prove preferred embodiment that is of the invention and being lifted, protection model of the invention
It encloses without being limited thereto.The equivalent substitute or transformation that those skilled in the art are made on the basis of the present invention, in the present invention
Protection domain within.Protection scope of the present invention is subject to claims.
Claims (9)
1. a kind of multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device, which is characterized in that it includes：Top
Device and bottom device；
Upper unit includes：Pedestal, vertical rod and the horizon bar of adjustable horizontal, vertical rod are vertically set in upper unit
On pedestal, horizon bar is arranged on vertical rod top and vertical with vertical rod holding, and horizon bar is equipped with laser ranging collimator, swashs
Ligh-ranging collimator is equipped with 360 ° of prisms, laser ranging collimator center and the light of 360 ° of prisms on laser ranging collimator
The heart overlaps；
Bottom device includes：The pedestal of adjustable horizontal and laser pick-off target, laser pick-off target are arranged on bottom device
On pedestal, laser pick-off target lower part is equipped with 360 ° of prisms, center and the laser pick-off target lower part of laser pick-off target
The optical center of 360 ° of prisms is coaxial.
2. multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device as described in claim 1, feature exist
In the upper unit is further included with graduated indium watt alloy ruler, and the indium watt alloy ruler is arranged on horizon bar, described to swash
There are two 360 ° of prisms on ligh-ranging collimator and laser ranging collimator are each, it is divided into two groups, is all disposed within indium watt alloy ruler
On, it can be to the level of two laser ranging collimators by reading reading of two laser ranging collimators on indium watt alloy ruler
Distance is checked.
3. multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device as claimed in claim 2, feature exist
In there are two the bottom devices, corresponds to a laser ranging collimator of upper unit respectively, on the indium watt alloy ruler
Reading is additionally operable to the horizontal distance between two 360 ° of prisms of bottom device and checks.
4. the multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device as described in claim 1,2 or 3, special
Sign is that the upper unit further includes GNSS receiver, and for the acquisition of coordinate, GNSS receiver is arranged on laser ranging standard
Straight instrument top, it is coaxial with laser ranging collimator.
5. multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device as described in claim 1, feature exist
In the vertical rod includes：Vertical rod one and vertical rod two, the pedestal level that vertical rod one can surround the upper unit are revolved
Turn, vertical rod two is equipped with vertical rod screwing bolts, and two energy Relative vertical bar one of vertical rod, which stretches and passes through the vertical rod, to be revolved
Tight bolt is tightened on vertical rod one；
And/or the horizon bar includes：Horizon bar one and horizon bar two, horizon bar two are equipped with horizon bar screwing bolts,
Two energy relative level bar one of horizon bar, which stretches and passes through the horizon bar screwing bolts, to be tightened on horizon bar one, on horizon bar one
Equipped with counterweight, the counterweight is arranged far from one end of horizon bar two.
6. multi-functional vertical measurement connection survey integrated three-dimensional coordinate transfer device as described in claim 1, feature exist
In the pedestal of the upper unit is equipped with trepanning, for being placed on tripod；
And/or the pedestal of the bottom device is equipped with trepanning, for being placed on tripod.
7. a kind of multi-functional vertical measurement connection survey integrated three-dimensional coordinate transmission method, which is characterized in that
The connection survey includes the following steps：
Step 1, laser ranging collimator is fixed on horizon bar, horizon bar is pushed into above well head, it is accurate to open laser ranging
The laser ranging switch of straight instrument；
Step 2, known point sets up total powerstation near well head, 360 ° of prisms on aiming laser ranging collimator, laser ranging
Collimator and 360 ° of prisms thereon are coaxial and concentric, measure laser ranging collimator centre coordinate；
Step 3, laser pick-off target is placed on ground more smooth below well head, it will be in laser ranging collimator laser
The heart is directed at the center of laser pick-off target；
Step 4, unknown point total powerstation being placed in tunnel, 360 ° of prisms of alignment laser pick-off target lower part, laser connect
It receives target and 360 ° of its underpart prism is coaxial and concentric, total powerstation placement point coordinates is measured using resection method；
Step 5, the method for utilizing trigonometric levelling near the well head on known bench mark, is measured on laser ranging collimator
The elevation of 360 ° of prisms reads the ranging readings of laser ranging collimator, along with 360 ° of prisms of laser pick-off target lower part
Prism thickness, obtain the elevations of 360 ° of prisms of underground；
The vertical measurement includes the following steps：
Step 1, laser ranging collimator is laid in high-rise applying near layer preformed hole, laser ranging collimator is consolidated
It is scheduled on horizon bar, horizon bar is pushed into above preformed hole, open the laser ranging switch of laser ranging collimator；
Step 2, laser pick-off target is placed on ground more smooth below preformed hole, by laser ranging collimator laser
Center is directed at the center of laser pick-off target；
Step 3, known point sets up total powerstation near laser pick-off target, is directed at 360 ° of prisms of laser pick-off target lower part,
Laser pick-off target and 360 ° of its underpart prism are coaxial and concentric, and the 360 ° of prism centers measured on laser pick-off target are sat
Mark using 360 ° of prisms on the method aiming laser ranging collimator of total powerstation that layer frame sets using resection is applied, swashs
Ligh-ranging collimator and 360 ° of prisms thereon are coaxial and concentric, carry out the transmission of coordinate；
Step 4, levelling rod is placed in laser pick-off Target Center position, measures the ground elevation of laser pick-off target；
Step 5, the ranging readings of laser ranging collimator are read, in addition ground elevation is exactly laser ranging collimator center height
Journey recycles spirit level or Trigonometric Leveling by Total Station measuring method to be transmitted to elevation and applying layer.
8. multi-functional vertical measurement connection survey integrated three-dimensional coordinate transmission method as claimed in claim 7, feature exist
In further including and check step：
It will be arranged on horizon bar with graduated indium watt alloy ruler, two groups of laser ranging collimators and the laser ranging are accurate
360 ° of prisms on straight instrument are all disposed on the indium watt alloy ruler, are set under two groups of laser pick-off targets and laser pick-off target
360 ° of prisms in portion；
360 ° of prisms on two laser ranging collimators are aimed at by total powerstation, measure two laser ranging standards on horizon bar
Straight instrument centre coordinate, inverse go out the horizontal distance between two laser ranging collimators；
360 ° of prisms of two laser pick-off target lower parts are aimed at by total powerstation, two laser pick-off Target Centers is measured and sits
Mark, inverse go out the horizontal distance between two laser pick-off targets；
Read horizontal distance of reading of two laser ranging collimators on indium watt alloy ruler to two laser ranging collimators
It is checked, the horizontal distance between two laser pick-off targets checks.
9. multi-functional vertical measurement connection survey integrated three-dimensional coordinate transmission method as claimed in claim 7, feature exist
In measuring laser ranging collimator centre coordinate using following steps：
GNSS receiver is set up on laser ranging collimator, and passes through the phase that GNSS receiver is obtained in GNSS baseline vector processions
Position centre coordinate, GNSS receiver phase center coordinate and laser ranging collimator phase center coordinate are coaxial, so as to be swashed
Ligh-ranging collimator centre coordinate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810019183.XA CN108253946B (en) | 2018-01-09 | 2018-01-09 | Multifunctional vertical measurement and connection measurement integrated three-dimensional coordinate transmission device and method |
Applications Claiming Priority (1)
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109682354A (en) * | 2018-12-26 | 2019-04-26 | 中铁大桥局第七工程有限公司 | A kind of connection survey system and measurement method |
| CN109813222A (en) * | 2019-03-10 | 2019-05-28 | 河南省水利勘测有限公司 | Well room measurement of coordinates auxiliary device and measurement method |
| CN110318340A (en) * | 2019-06-21 | 2019-10-11 | 中交第二航务工程局有限公司 | A kind of cantilever construction hanging basket formwork fast-positioning device and localization method |
| CN108253946B (en) * | 2018-01-09 | 2020-04-28 | 北京建筑大学 | Multifunctional vertical measurement and connection measurement integrated three-dimensional coordinate transmission device and method |
| CN112483066A (en) * | 2019-09-12 | 2021-03-12 | 安徽恒源煤电股份有限公司钱营孜煤矿 | Method for measuring up-down connection of shaft for mine |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202119433U (en) * | 2011-06-29 | 2012-01-18 | 侯初 | Laser vertical line device |
| CN103115607A (en) * | 2013-01-31 | 2013-05-22 | 大连市勘察测绘研究院有限公司 | Method for measuring steel wire interval in subway shaft connection survey using electronic total station |
| CN105547089A (en) * | 2015-12-08 | 2016-05-04 | 湖南大麓科技有限公司 | Underground pipeline detection system |
| CN105674967A (en) * | 2016-03-31 | 2016-06-15 | 中铁四局集团第一工程有限公司 | Method for measuring rail transportation shaft relation |
| CN106705947A (en) * | 2016-11-17 | 2017-05-24 | 长安大学 | Shaft connection survey method based on combination of triangular pyramid model and gyroscopic total station |
| CN106767731A (en) * | 2016-11-30 | 2017-05-31 | 中国电建集团铁路建设有限公司 | A kind of connection triangle measurement apparatus and measuring method |
| CN206248087U (en) * | 2016-11-14 | 2017-06-13 | 河南理工大学 | A kind of deep servicing unit of total powerstation well logging |
| CN106908048A (en) * | 2017-02-09 | 2017-06-30 | 中铁二十四局集团浙江工程有限公司 | The reverse coordinate transmission cultellation measuring method of deep shaft |
| CN107121133A (en) * | 2016-02-24 | 2017-09-01 | 中铁二十二局集团第工程有限公司 | A kind of subway work vertical shaft connection triangle alignment system |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108253946B (en) * | 2018-01-09 | 2020-04-28 | 北京建筑大学 | Multifunctional vertical measurement and connection measurement integrated three-dimensional coordinate transmission device and method |
-
2018
- 2018-01-09 CN CN201810019183.XA patent/CN108253946B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202119433U (en) * | 2011-06-29 | 2012-01-18 | 侯初 | Laser vertical line device |
| CN103115607A (en) * | 2013-01-31 | 2013-05-22 | 大连市勘察测绘研究院有限公司 | Method for measuring steel wire interval in subway shaft connection survey using electronic total station |
| CN105547089A (en) * | 2015-12-08 | 2016-05-04 | 湖南大麓科技有限公司 | Underground pipeline detection system |
| CN107121133A (en) * | 2016-02-24 | 2017-09-01 | 中铁二十二局集团第工程有限公司 | A kind of subway work vertical shaft connection triangle alignment system |
| CN105674967A (en) * | 2016-03-31 | 2016-06-15 | 中铁四局集团第一工程有限公司 | Method for measuring rail transportation shaft relation |
| CN206248087U (en) * | 2016-11-14 | 2017-06-13 | 河南理工大学 | A kind of deep servicing unit of total powerstation well logging |
| CN106705947A (en) * | 2016-11-17 | 2017-05-24 | 长安大学 | Shaft connection survey method based on combination of triangular pyramid model and gyroscopic total station |
| CN106767731A (en) * | 2016-11-30 | 2017-05-31 | 中国电建集团铁路建设有限公司 | A kind of connection triangle measurement apparatus and measuring method |
| CN106908048A (en) * | 2017-02-09 | 2017-06-30 | 中铁二十四局集团浙江工程有限公司 | The reverse coordinate transmission cultellation measuring method of deep shaft |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108253946B (en) * | 2018-01-09 | 2020-04-28 | 北京建筑大学 | Multifunctional vertical measurement and connection measurement integrated three-dimensional coordinate transmission device and method |
| CN109682354A (en) * | 2018-12-26 | 2019-04-26 | 中铁大桥局第七工程有限公司 | A kind of connection survey system and measurement method |
| CN109682354B (en) * | 2018-12-26 | 2021-04-06 | 中铁大桥局第七工程有限公司 | Contact measurement system and measurement method |
| CN109813222A (en) * | 2019-03-10 | 2019-05-28 | 河南省水利勘测有限公司 | Well room measurement of coordinates auxiliary device and measurement method |
| CN109813222B (en) * | 2019-03-10 | 2020-07-14 | 河南省水利勘测有限公司 | Measurement method based on well room coordinate measurement auxiliary device |
| CN110318340A (en) * | 2019-06-21 | 2019-10-11 | 中交第二航务工程局有限公司 | A kind of cantilever construction hanging basket formwork fast-positioning device and localization method |
| CN110318340B (en) * | 2019-06-21 | 2024-06-04 | 中交第二航务工程局有限公司 | Quick positioning device and positioning method for cantilever construction hanging basket template |
| CN112483066A (en) * | 2019-09-12 | 2021-03-12 | 安徽恒源煤电股份有限公司钱营孜煤矿 | Method for measuring up-down connection of shaft for mine |
| CN112483066B (en) * | 2019-09-12 | 2023-09-15 | 安徽恒源煤电股份有限公司钱营孜煤矿 | Method for measuring up-down connection of shaft for mine |
| CN112502200A (en) * | 2020-11-23 | 2021-03-16 | 温州职业技术学院 | Laser level measuring device for foundation pit construction |
| CN112504247A (en) * | 2020-12-09 | 2021-03-16 | 中铁三局集团广东建设工程有限公司 | Contact measurement point throwing system and measurement method |
| CN114858143A (en) * | 2022-05-17 | 2022-08-05 | 武汉大学 | GNSS static PPP-based subway station inter-station plane control reference transfer device and method |
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