CN108166995A - A kind of lining trolley template automatic adjustment system and method - Google Patents
A kind of lining trolley template automatic adjustment system and method Download PDFInfo
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- CN108166995A CN108166995A CN201810077610.XA CN201810077610A CN108166995A CN 108166995 A CN108166995 A CN 108166995A CN 201810077610 A CN201810077610 A CN 201810077610A CN 108166995 A CN108166995 A CN 108166995A
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- 238000000034 method Methods 0.000 title claims abstract description 33
- 238000013519 translation Methods 0.000 claims abstract description 46
- 238000013461 design Methods 0.000 claims description 26
- 238000010276 construction Methods 0.000 abstract description 14
- 238000009415 formwork Methods 0.000 description 17
- 238000005259 measurement Methods 0.000 description 10
- 239000003921 oil Substances 0.000 description 10
- 230000036544 posture Effects 0.000 description 9
- 230000000694 effects Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000000205 computational method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000010720 hydraulic oil Substances 0.000 description 2
- 238000003384 imaging method Methods 0.000 description 2
- 238000012552 review Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
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- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a kind of lining trolley template automatic adjustment system and methods, a kind of lining trolley template automatic adjustment system, including template, trolley is equipped on the inside of template, template includes backform and Bian Mo, several lateral telescopic support devices are connected between the side of trolley and side mould, several vertical telescopic support devices are connected between the top surface of trolley and backform or backform bracket, translation telescopic device is connected on the top surface of trolley, the lateral telescopic support device, vertical telescopic support device, translation telescopic device is connect with control system, it can realize the automation of tunnel lining trolley, improve construction efficiency, save cost of labor, avoid the interference of human factor, ensure Tunnel Second Lining Construction quality, improve construction speed.
Description
Technical field
The present invention relates to technical field of tunnel construction, it particularly relates to a kind of lining trolley template automatic adjustment system
And method.
Background technology
Secondary lining is the important structure in tunnel, its construction quality directly influences tunnel operation security and appearance matter
Amount, construction efficiency, user of service's quantity directly affect economic benefit.
During Second Lining Construction, formwork jumbo is indispensable nonstandard product during constructing tunnel, is mainly had
Simple formwork jumbo, self-propelled integrated hydraulic formwork jumbo and netted formwork jumbo, wherein with self-propelled integrated hydraulic template
Based on trolley.Self-propelled integrated hydraulic formwork jumbo is typically designed as Overall Steel Formwork, hydraulic cylinder takes off formwork erection, screw support,
Electric reducer automatically walk or oil cylinder step-by-step movement automatically walk.Before concrete is poured, need accurately to adjust the posture of formwork jumbo.
At present, adjustment formwork jumbo posture mainly uses two ways:
Adjust the prior art one of formwork jumbo posture：By measuring technique personnel, using instruments such as total powerstations, the setting-out in tunnel goes out
Tunnel center line, elevation control line or vertical control point, and according to two lining vault grid DEM trolley vault of design and surveying and locating
Elevation control line or vertical control point design height difference；Then gone out by the operating personnel of formwork jumbo pose adjustment according to institute's setting-out
Tunnel center line, elevation control line or vertical control point the posture of trolley is adjusted for reference standard.The method of adjustment is：It will hang down
Ball is placed in the lining trolley center marked in advance, by the vertical line that plumb bob provides, adjusts trolley translation oil cylinder, makes in advance
The lining trolley center marked is overlapped with the center line of surveying and locating；It is used by the operating personnel of formwork jumbo pose adjustment
Steel ruler measures trolley vault to the elevation control line of institute's setting-out or the actual measurement height difference of vertical control point, and oil is lifted by adjusting trolley
Cylinder makes actual measurement height difference consistent with design height difference；By adjusting side mould oil cylinder（Side cylinder）, make side mould bottom developed width and design
Then equivalent width manually pulls lateral support screw, make up to side cylinder Support Position and screw；Again by measuring technique people
Whether member is met the requirements using the instruments such as total powerstation review trolley center, spring of arch, side mould bottom developed width, even into
The review of row cross dimensions.It measures, adjust primarily directed to trolley direction of advance one end, the other end is generally only needed trolley mould
Plate compresses previous cycle concrete.There are the defects of effect is low, precision is low, of high cost for the technology.
Low be mainly manifested in during trolley adjustment of effect needs measuring technique personnel to match with the close of trolley pose adjustment worker
It closes.The first step, measuring technique personnel need to setting-out goes out tunnel center line and elevation control line or height in tunnel with instruments such as total powerstations
Process control point.Second step, trolley pose adjustment worker is according to the tunnel center line, elevation control line or vertical control point of institute's setting-out by upper
The various oil cylinder adjustment trolley postures of method manual operations are stated, when adjusting oil cylinder, it is difficult to which once adjustment oil cylinder makes trolley in place, are needed
Adjustment oil cylinder is repeated as many times, until posture is qualified.Third walks, and measuring technique personnel check trolley center, spring of arch, Bian Mo
Bottom developed width, cross dimensions etc..Trolley is adjusted with this technology, is adjusted primary general 1-2 hours time-consuming.
Precision is low mainly to be measured trolley vault height by the error of centralization of plumb bob plumb line and the tunnel center line of setting-out, steel ruler
Difference and side mould bottom margin to plumb line put down away from error, tunnel center line and elevation control line or control point setting-out error,
And hand-guided hydraulic cylinder is directed at adjusting trolley posture and is difficult to the error of pose adjustment to design position, more than error
The deviation of the practical center line of combined influence trolley and design center line can reach more than 10mm, and vault template height variation can reach more than 5mm.
Other than the time cost of high cost come in addition to above-mentioned effect low strap, higher cost of labor is further included.The adjustment technology
It needs at least to include 2 measuring technique personnel, 3 trolley pose adjustment workers.
Adjust the prior art two of formwork jumbo posture：Patent ZL 2,012 1 0232498.5（Denomination of invention：A kind of tunnel
Road lining trolley alignment system）Additionally provide another tunnel lining trolley alignment system.The invention uses laser ranging and base
The space orientation of trolley formwork is realized in the method that the plane positioning of image procossing is combined.Known point is as control in tunnel
Point sets up laser range finder and high-resolution focal length digital camera, point light source is fixed on trolley formwork as camera imaging mesh
Mark, fixes laser reflection target of the reflecting piece as laser range finder on trolley, the measurement data of laser range finder and camera
Image-forming information is passed to industrial personal computer and is analyzed and handled, and obtains offset of the trolley formwork current location relative to Tunnel Design position
Amount, which, which is sent to by wireless module in positioning measurement control terminal, shows and by adjusting electromagnetic hydraulic valve come real
The positioning of existing trolley.The target of the system research and development is to realize the automatic positioning of template, i.e., by automatically controlling hydraulic system by work
The offset data that control machine is sent sends only by positioning measurement control terminal directly as controlled quentity controlled variable, operating personnel and measures work
The startup order of work, the work such as entire measurement, analysis, hydraulic control, positioning, error check are all automatically performed.
Although the invention realizes automation, improves construction efficiency, but still there are following two masters to a certain extent
Want technological deficiency：First, measuring the space coordinate of these light sources by imaging of the point light source on digital camera, precision is relatively low,
It is difficult to the required precision for meeting two lining trolley attitude orientations.Second is that when the rear that trolley lining cutting direction of advance is placed on digital camera
When, point light source need to be set to the rear end of trolley lining cutting direction of advance, it is impossible to measure trolley front end posture；When being placed on digital camera
During the front of trolley lining cutting direction of advance, influenced due to being done by constructing tunnel around, surrouding rock deformation etc., digital camera can not be accomplished solid
Be scheduled on somewhere, needed before trolley is adjusted temporarily dispose, directional digital camera, and the placement of digital camera, orientation, compared with total powerstation
If it is increasingly complex to stand, effect is low；Third, this method fails to calculate trolley formwork current location in real time relative to Tunnel Design position
Offset.It is reported that the technology is not promoted currently on the market, the invention practicality generalization is poor.
For the problems in the relevant technologies, currently no effective solution has been proposed.
Invention content
For the above-mentioned technical problem in the relevant technologies, the present invention propose a kind of lining trolley template automatic adjustment system and
Method can solve above-mentioned technical problem.
To realize the above-mentioned technical purpose, the technical proposal of the invention is realized in this way：
A kind of lining trolley template automatic adjustment system including template, is equipped with trolley on the inside of template, template includes backform and side
Mould is connected with several lateral telescopic support devices, top surface and backform or the backform bracket of trolley between the side of trolley and side mould
Between be connected with several vertical telescopic support devices, be connected with translation telescopic device on the top surface of trolley, the lateral flexible branch
Support arrangement, vertical telescopic support device, translation telescopic device are connect with control system.
A kind of lining trolley template automatic adjusting method, includes the following steps：
S1:The horizontal curve of engineering and longitudinal slope parameter are inputted in control system；
S2：Trolley is walked to operating position；
S3：Lateral telescopic support device, vertical telescopic support device, the practical row for translating telescopic device are calculated by control system
Journey or adjustment amount；
S4：The step S3 traveled distances calculated or adjustment amount are inputted or are sent to corresponding lateral telescopic support device, vertical
Telescopic support device, translation telescopic device drive lateral telescopic support device, vertical telescopic support device, translation telescopic device
Adjust template position.
Calculate adjustment amount method be：Deviate certain fixed value in control system input template contour curve or with template contours
Contour curve, measure mark with reference to horizontal curve, longitudinal slope parameter and template contours curve and template, calculate lateral flexible branch
Support arrangement, translates telescopic device corresponding templates and the deviation of design position at vertical telescopic support device, and the deviation of acquisition is
For lateral telescopic support device, vertical telescopic support device, the adjustment amount for translating telescopic device.
According to calculate lateral telescopic support device, vertical telescopic support device, translate telescopic device adjustment amount after
It is continuous that traveled distance is calculated.
Step S3 calculate adjustment amount method be：Lateral telescopic support device, vertical telescopic support device, translation is flexible
Device is installed on specific position, and specific position is fixed, and be corresponding with and set in specific location in Theoretical Design tunnel cross-section position
Fixed lateral telescopic support device, vertical telescopic support device, translation telescopic device stroke L0So that template is in design position,
It is surveyed according to horizontal curve, longitudinal slope parameter and lateral telescopic support device, vertical telescopic support device, translation telescopic device or support
Measure the three-dimensional coordinate of mark, be calculated corresponding lateral telescopic support device, vertical telescopic support device, translation telescopic device with
The deviation of specific position, this deviation are adjustment amount.
Step S3 calculate traveled distance method be：According to the lateral telescopic support device of the correspondence being calculated, vertically stretch
The deviation of contracting support device, translation telescopic device and specific position is to telescopic supporter stroke L0It is modified to obtain reality
Border stroke.
Beneficial effects of the present invention：Conventional hydraulic oil cylinder is replaced, and pass through control by intelligentized telescopic support device
The telescopic support device of system intelligent control can realize the automation of tunnel lining trolley, improve construction efficiency, save people
Work cost avoids the interference of human factor, ensures Tunnel Second Lining Construction quality, improves construction speed, effect is high, precision
High, at low cost, highly practical, promoted extension is wide.
Description of the drawings
It in order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the present invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is a kind of structure diagram of lining trolley template automatic adjustment system according to embodiments of the present invention.
Fig. 2 is the first of the control system of a kind of lining trolley template automatic adjusting method according to embodiments of the present invention
Computational methods schematic diagram.
Fig. 3 is second of the control system of a kind of lining trolley template automatic adjusting method according to embodiments of the present invention
Computational methods schematic diagram.
In figure：1. template；2. trolley；3. template contours；4. lateral telescopic support device；5. vertical telescopic support device；
6. translate telescopic device；7. template measures mark；8. support measures mark；9. backform bracket.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art's all other embodiments obtained belong to what the present invention protected
Range.
As shown in Figs. 1-3, a kind of lining trolley template automatic adjustment system according to embodiments of the present invention, including template 1,
The inside of template 1 is equipped with trolley 2, and template 1 includes backform and Bian Mo, is connected with and several laterally stretches between the side of trolley 2 and side mould
Contracting support device 4 is connected with several vertical telescopic support devices 5, trolley 2 between the top surface of trolley 2 and backform or backform bracket 9
Top surface on be connected with translation telescopic device 6, lateral telescopic support device 4, vertical telescopic support device 5, translation telescopic device 6
It is connect with control system.
Lateral telescopic support device 4, vertical telescopic support device 5, translation telescopic device 6 respectively can be according to given adjustment
The numerical tape moving platen 1 of amount or traveled distance is zoomed in or out, lifts, is translated, and template 1 is adjusted to design position.
The method of adjustment is the calculating by control system with performing what is realized.
The computational methods of control system mainly calculate lateral telescopic support device 4, vertical retractable support by two ways
Device 5, the adjustment amount or traveled distance for translating telescopic device 6.
First method is：In the controls input engineering horizontal curve, longitudinal slope parameter and 3 curve of template contours or with
Contour line deviates the contour curve of certain fixed value, shifts to an earlier date defeated good horizontal curve, longitudinal slope parameter, template usually in control system
3 curve of profile or the contour curve for deviateing certain fixed value with contour line, in template 1 or with template 1 on fixed position
Arrange that template measures mark 7, these templates measure the distance D of mark 7 and 3 line of template contours0It is known that D0After mark is set
It can be learnt with measurement the methods of ruler.Template measures mark 7 generally setting 3 or 3 or more, corresponding lateral telescopic support device
The end that 4 template measurement mark 7 is typically mounted at lateral telescopic support device 4 is nearby and fixed with 1 relative distance of template
Position（That is D0It is known）, the template measurement mark 7 of translation telescopic support device and vertical telescopic support device 5 is corresponded to, can be set on
1 arch immediate vicinity fixed position of template（That is D0It is known）, quantity is 1；Also it can be set on above vertical telescopic supporter
It fixes nearby and with 1 relative distance of template（That is D0It is known）Position, each 1 template of setting of two vertical telescopic supporters
Measure mark 7.The D coordinates value that each template measures mark 7 is measured during 1 pose adjustment of template, then according to respectively flat
Areal coordinate value inverse template measures the mileage value of mark 7 and the lateral offset distance with designed lines, and then calculation template measures mark
The height difference of will 7 and design road surface (such as railway rail level, highway pavement), and according to counted lateral offset distance, the height with design road surface
Difference and 3 line of template contours, can extrapolate the deviation that each template measures mark 7 and design position, these deviations correspond to respectively
Lateral telescopic support device 4, translates adjustment amount needed for telescopic device 6 at vertical telescopic support device 5.Then gained will be calculated to adjust
Whole amount or traveled distance input are passed to respective lateral telescopic support device 4, vertical telescopic support device 5, translation telescopic device
6, lateral telescopic support device 4, vertical telescopic support device 5, translation telescopic device 6 are driven with moving platen 1 to design position.
Circular is：With designed lines center line or tunnel center line and corresponding design road surface (such as railway rail level, public affairs
Road road surface etc.) intersection point is origin O, section coordinate system is established, as shown in Fig. 2, measuring mark 7 according to the template that is calculated
It is respectively that X, Y are sat with the lateral offset distance of designed lines and the height difference with designing road surface (such as railway rail level, highway pavement)
Component is marked, with P (Xp,Yp) represent.
When the corresponding templates 1 of coordinate P that template measures mark 7 are circular curve, corresponding center of circle O coordinates are O (XO,YO),
So as to calculate the distance D of P, Oi, it is seen that lateral telescopic support device 4, vertical telescopic support device 5, translation telescopic device 6
Corresponding adjustment amount s should be：
s=R-D0-Di
Wherein：R measures 1 design radial of mark 7 corresponding templates for template；
D0Mark 7 is measured to the distance of template 1 for template, is known fixed.
DiTemplate to measure in real time measures distances of the mark 7P with corresponding center of circle O.
The positive and negative values of s represent telescopic supporter telescopic direction.
When the corresponding templates 1 of coordinate P that template measures mark 7 are straight line, two endpoint P of the straight line1、P2Coordinate
It can then be checked in from design profile figure, so as to calculate P and straight line P1-P2Distance s and positioned at P1-P2Which side.
S is lateral telescopic support device 4, vertical telescopic support device 5, the adjustment amount for translating telescopic device 6, and P is in P1-P2Which
Side represents lateral telescopic support device 4, vertical telescopic support device 5, translation 6 telescopic direction of telescopic device.
The second way is:The input horizontal curve of engineering, longitudinal slope parameter in the controls, on 2 door frame of trolley or with
Lateral telescopic support device 4, vertical telescopic support device 5, the fixed position of translation 6 relative position of telescopic device set support device
Measure mark.After lateral telescopic support device 4, vertical telescopic support device 5, translation telescopic device 6 are mounted on specific position
And set support device and measure mark, it is corresponding with the lateral telescopic support device 4 of setting, vertical retractable support in the specific location
Device 5, the stroke L for translating telescopic device 60So that template 1 is in design position, the lateral telescopic support device 4, vertical at this time
Telescopic support device 5,6 corresponding support device of translation telescopic device measure offset distance and design of the mark relative to tunnel center line
The height difference on road surface (such as railway rail level, highway pavement) also has theoretical fixed value Dy0、Dh0.During 1 pose adjustment of template, according to flat
Curve, longitudinal slope parameter and lateral telescopic support device 4, vertical telescopic support device 5 translate telescopic device 6 or with laterally stretching
Contracting support device 4, vertical telescopic support device 5,6 fixed support device of translation telescopic device measure mark, can be calculated
Corresponding lateral telescopic support device 4, vertical telescopic support device 5, the deviation d for translating telescopic device 6 and specific positionL, it is real
This deviation is that support device measures mark theoretical position D on bordery0Or/and Dh0Deviation, translation retractable supports dress
It puts, 4 adjustment amount of lateral telescopic support device generally calculates DyDeviation, vertical telescopic supporter generally calculate DhDeviation,
These correspond to the deviation d of each telescopic mountingLAs lateral telescopic support device 4, vertical telescopic support device 5, translation are stretched
The adjustment amount of compression apparatus 6, can be with this adjustment amount or with it to above-mentioned specific lateral telescopic support device 4, vertical retractable support
Device 5,6 stroke L of translation telescopic device0Amendment obtains traveled distance, input or be passed to corresponding lateral telescopic support device 4,
Vertical telescopic support device 5, translation telescopic device 6, drive lateral telescopic support device 4, vertical telescopic support device 5, translation
Telescopic device 6 is with moving platen 1 to design position.
Circular is：Telescopic support device, lateral telescopic support device 4, vertical telescopic support device 5 are translated,
There is the theoretical stroke L of oneself when mounted0So that template 1 is in design position.It is only that section is established by above-mentioned first way
Vertical coordinate system translates telescopic support device, lateral telescopic support device 4, vertical telescopic support device 5 and is corresponding with respectively at this time
The lateral offset distance D with designed linesy0And the height difference D with designing road surface (such as railway rail level, highway pavement)h0.Use Dy0With
DyDeviation, DhWith Dh0Deviation to it is each translation telescopic support device, lateral telescopic support device 4, vertical retractable support
The L of device 50It is modified, template 1 is adjusted to design position, wherein translation telescopic support device, lateral telescopic support device
4 use Dy0With DyDeviation, vertical telescopic support device 5 use DhWith Dh0Deviation be modified.
Wherein, template measures mark 7 generally setting at least three, and the template of corresponding lateral telescopic support device 4 measures mark
7 be arranged on lateral telescopic support device 4 end nearby and with the fixed position of 1 relative distance of template；The corresponding flexible branch of translation
The template of support arrangement and vertical telescopic support device 5 measures mark 7, set on 1 arch immediate vicinity of template, quantity respectively for 1 or
Above vertical telescopic support device 5 nearby and with the fixed position of 1 relative distance of template, two vertical telescopic support devices
5 each 1 template of setting measure mark 7.
Template measures mark 7 and support measurement mark 8 can be used the marks such as reflector plate stickup or other prisms and replace.
Conventional hydraulic oil cylinder, and making software control number oil are replaced with the intelligentized telescopic support device such as digital oil cylinder
The stroke of the intelligentized telescopic support device such as cylinder.Control System Software is worked out, system software there should be input or read flat
The function of curve, longitudinal slope parameter, when calculating correction value or traveled distance, should also there is input or reading using first way
The function of template contours line.In addition, must also have can stretch according to first way or the second way or both with reference to calculate
The function of contracting support device adjustment amount or traveled distance controls lateral telescopic support device 4 according to adjustment amount or traveled distance, erects
The function of being moved to telescopic support device 5, translation telescopic device 6 with moving platen 1.The mode of wireless transmission can be used in control instruction
To reach preferable effect.
To sum up, it by means of the above-mentioned technical proposal of the present invention, is stretched by control system with lateral telescopic support device, vertically
Contracting support device, the cooperation for translating telescopic device, can realize the automation of tunnel lining trolley, improve construction efficiency, save
Cost of labor, avoids the interference of human factor, ensures Tunnel Second Lining Construction quality, improves construction speed, realize effect it is high,
Precision is high, at low cost, highly practical, and promoted extension is wide.
The foregoing is merely a prefered embodiment of the invention, is not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
Claims (6)
1. a kind of lining trolley template automatic adjustment system, including template（1）, template（1）Inside is equipped with trolley（2）, template（1）
Including backform and Bian Mo, trolley（2）Side and side mould between be connected with several lateral telescopic support devices（4）, trolley（2）'s
Top surface and backform or backform bracket（9）Between be connected with several vertical telescopic support devices（5）, trolley（2）Top surface on connect
There is translation telescopic device（6）, which is characterized in that the lateral telescopic support device（4）, vertical telescopic support device（5）, translation
Telescopic device（6）It is connect with control system.
2. a kind of lining trolley template automatic adjusting method, which is characterized in that include the following steps：
S1:The horizontal curve of engineering and longitudinal slope parameter are inputted in control system；
S2：Trolley（2）It walks to operating position；
S3：Lateral telescopic support device is calculated by control system（4）, vertical telescopic support device（5）, translation telescopic device
（6）Traveled distance or adjustment amount；
S4：The step S3 traveled distances calculated or adjustment amount are inputted or are sent to corresponding lateral telescopic support device（4）, it is perpendicular
To telescopic support device（5）, translation telescopic device（6）, drive lateral telescopic support device（4）, vertical telescopic support device
（5）, translation telescopic device（6）Adjust template position.
3. according to a kind of lining trolley template automatic adjusting method of claim 2, which is characterized in that the method for calculating adjustment amount
For：In control system input template profile（3）Curve or and template contours（3）Deviate the contour curve of certain fixed value, with reference to flat
Curve, longitudinal slope parameter and template contours（3）Curve and template measure mark（7）, calculate lateral telescopic support device（4）, it is perpendicular
To telescopic support device（5）, translation telescopic device（6）Corresponding templates（1）With the deviation of design position, the deviation of acquisition is
For lateral telescopic support device（4）, vertical telescopic support device（5）, translation telescopic device（6）Adjustment amount.
4. according to a kind of lining trolley template automatic adjusting method of claim 3, which is characterized in that the method for calculating traveled distance
For：According to the lateral telescopic support device calculated（4）, vertical telescopic support device（5）, translation telescopic device（6）Adjustment
Amount continues that traveled distance is calculated.
5. according to a kind of lining trolley template automatic adjusting method of claim 2, which is characterized in that step S3 calculates adjustment amount
Method is：By lateral telescopic support device（4）, vertical telescopic support device（5）, translation telescopic device（6）It is installed on certain bits
It puts, specific position is fixed in Theoretical Design tunnel cross-section position, and is corresponding with the lateral retractable support of setting in specific location
Device（4）, vertical telescopic support device（5）, translation telescopic device（6）Stroke L0So that template（1）In design position, according to
Horizontal curve, longitudinal slope parameter and lateral telescopic support device（4）, vertical telescopic support device（5）, translation telescopic device（6）Or
Support measures mark（8）Three-dimensional coordinate, corresponding lateral telescopic support device is calculated（4）, vertical telescopic support device
（5）, translation telescopic device（6）With the deviation of specific position, this deviation is adjustment amount.
6. according to a kind of lining trolley template automatic adjusting method of claim 5, which is characterized in that step S3 calculates traveled distance
Method be：According to the lateral telescopic support device of the correspondence being calculated（4）, vertical telescopic support device（5）, the flexible dress of translation
It puts（6）Deviation with specific position is to telescopic supporter stroke L0It is modified to obtain traveled distance.
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| CN201810077610.XA CN108166995A (en) | 2018-01-26 | 2018-01-26 | A kind of lining trolley template automatic adjustment system and method |
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| CN109297453A (en) * | 2018-09-07 | 2019-02-01 | 中铁十二局集团有限公司 | The linear measurement method of lining trolley arc formwork |
| CN111037715A (en) * | 2019-12-11 | 2020-04-21 | 中铁大桥局集团第二工程有限公司 | System and method for automatically adjusting PC track beam template line type |
| CN111140253A (en) * | 2019-12-11 | 2020-05-12 | 中铁隧道局集团建设有限公司 | Intelligent tunnel lining template positioning trolley |
| CN111204384A (en) * | 2020-01-15 | 2020-05-29 | 东风汽车集团有限公司 | Full-automatic skylight assembling method and system |
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