CN207159831U - A kind of automatic lifting positions tapered pier template - Google Patents
A kind of automatic lifting positions tapered pier template Download PDFInfo
- Publication number
- CN207159831U CN207159831U CN201721077989.1U CN201721077989U CN207159831U CN 207159831 U CN207159831 U CN 207159831U CN 201721077989 U CN201721077989 U CN 201721077989U CN 207159831 U CN207159831 U CN 207159831U
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- CN
- China
- Prior art keywords
- steel form
- template
- support column
- steel
- automatic lifting
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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Abstract
A kind of automatic lifting positioning tapered pier template is the utility model is related to, belongs to bridge construction equipment technical field.Including template system, dynamical system and alignment system, template system includes steel form 2, the support column 4 being arranged on outside steel form 2, the steel form slip control groove 5 and guider 6 for being arranged on the top of steel form 2, middle part, bottom；Dynamical system includes form stable pillar 10, the computer controller 7 being arranged on form stable pillar 10, the vertical hydraulic lifting arm 8 for being connected to the lower end of form stable pillar 10, the vertical hydraulic system 9 being connected with vertical hydraulic lifting arm 8, the transverse hydraulic system 11 being arranged on the inside of form stable pillar 10 and the dragging template motor 14 that is arranged on support column 4 and formed；Alignment system is GPS positioning device.The utility model is simple and compact for structure, cost is low, installation effectiveness is high, construction costs greatly reduces.
Description
Technical field
A kind of automatic lifting positioning tapered pier template is the utility model is related to, belongs to bridge construction equipment and technology neck
Domain.
Background technology
At present, the construction of bridge tapered pier generally customizes a whole set of according to design drawing or more set templates are constructed,
Model customization needs high design charges, production costs and freight, and transport and storage are more difficult, in addition, form removable is easy
Deformation, deformation, which can not seriously repair the template for causing to reuse again to former design size, can only scrap processing, furthermore,
Template construction is needed to be installed using crane, dismounting, adds engineering time and cost, and template position is checked mainly using complete
Instrument of standing measures, and adds e measurement technology personnel, causes whole construction costs high.Notification number is the U's of CN 204530482
Chinese patent literature discloses a kind of variable cross-section truncated cone-shaped bridge abutment moulding plate, and it uses plastic plate film, and it is small, easily old to there is rigidity
Change, local the deficiencies of easily deforming, and the unpowered device of the template, it is impossible to automatic lifting is realized, it is necessary to be entered with crane
Row installation, installation inconvenience, efficiency are low, costly.
Utility model content
In order to overcome defect present in prior art, the purpose of this utility model is to provide a kind of simple in construction tight
Gather, the automatic lifting positioning tapered pier template that cost is low, installation effectiveness is high, automatic lifting positioning tapered pier template
It fast lifting and can be automatically positioned in Bridge Pier Construction, solve that model sheetinstallat inconvenience in the prior art, efficiency is low, expense so as to reach
With it is high the deficiencies of purpose.
To achieve these goals, the utility model uses following technical scheme：A kind of automatic lifting positions variable cross-section bridge
Pier template, including template system, dynamical system and alignment system, wherein：
The template system includes steel form, is uniformly arranged on some supports that steel form excircle supports the steel form
Post, be separately positioned on support top end, the steel form of middle part and bottom slides control groove, slides and controls installed in steel form
Guider and mould plate supporting device in groove；Steel form slides control groove and guider with support column by steel form
Connection, when steel form slides, guider slides control groove along steel form and carries out ring displacement；
The dynamical system includes form stable pillar, the computer controller being arranged on form stable pillar, is connected to
The vertical hydraulic lifting arm of form stable lower rod end, it is fixed on mould plate supporting device with what vertical hydraulic lifting arm was connected
Vertical hydraulic system, it is arranged on the transverse hydraulic system that form stable post inboard is connected by transverse hydraulic adjusting rod with support column
System and set dragging template electric mechanism on the support columns into；Steel form passes through steel wire and dragging template motor connection；Punching block
Plate one end is fixed, and the other end realizes variable cross-section by dragging the progress tensioning of template motor；
The alignment system is the GPS positioning device being connected with computer controller, each supports top end, middle part and bottom
GPS positioning device is respectively arranged with, GPS positioning device is positioned by often saving the corresponding coordinate point of steel form with computer input
Realize and the position of steel form is positioned.
The quantity of the support column is 8.
The quantity of the form stable pillar is 4, and is distributed on steel form excircle.
It is 0.2~1mm that the guider controls the fit clearance of groove with steel form slip.
The utility model has the advantages that due to using above technical scheme：
1) double template is used, i.e. inner membrance applies support column (eight skeletons) using steel form, outside, simple in construction tight
Gather, greatly improve the stability of template, the steel form of inner side and the support column in outside are cheap, and rigidity is not big, variable
Shape and aging, high recycling rate, are greatly reduced construction costs.
2) automatic lifting is carried out to steel form by hydraulic system using computer controller and GPSGPS positioners to determine
Position, eliminates the manual measurement time, so as to shorten steel form installation and debug time, and need not be pacified using crane
Dress, its is easy for installation, and installation effectiveness is high, substantial amounts of manpower and material resources is saved, so as to save engineering cost.
3) the utility model by holding on the support columns, middle part, lower end set GPSGPS positioners, input on computers
The coordinate of each anchor point, the corresponding coordinate point by often saving steel form with computer input are positioned so that realization to steel form
Position positioned, plus dragging template motor realize automatic lifting, steel form one end is fixed in lifting process, the other end
Tapered pier template is realized by dragging template motor tensioning, its automaticity is high, low engineering cost.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is Fig. 1 top view；
Fig. 3 is Fig. 1 front view；
In figure：Concrete pier 1, steel form 2, GPS positioning device 3, support column 4, steel form slide control groove 5, led
To device 6, computer controller 7, vertical hydraulic lifting arm 8,
Vertical hydraulic system 9, form stable pillar 10, transverse hydraulic system 11, transverse hydraulic adjusting rod 12, shuttering supporting
Device 13, dragging template motor 14.
Embodiment
The utility model is further described with specific embodiment below in conjunction with the accompanying drawings：
As shown in Figures 1 to 3：A kind of automatic lifting positions tapered pier template, including template system, dynamical system and fixed
Position system, wherein：
The template system includes steel form 2, is uniformly arranged on some supports that the excircle of steel form 2 supports the steel form
Post 4, be separately positioned on the top of support column 4, middle part and bottom steel form slide control groove 5, installed in steel form slide
Control the guider 6 and mould plate supporting device 13 in groove 5；Steel form 2 is recessed by steel form slip control with support column 4
Groove 5 and guider 6 connect, and when steel form 2 slides, guider 6 slides control groove 5 along steel form and carries out ring displacement；
The dynamical system includes form stable pillar 10, the computer controller 7 being arranged on form stable pillar 10, connected
It is connected on the vertical hydraulic lifting arm 8 of the lower end of form stable pillar 10, is fixed on shuttering supporting with what vertical hydraulic lifting arm 8 was connected
Vertical hydraulic system 9 on device 13, the inner side of form stable pillar 10 is arranged on by transverse hydraulic adjusting rod 12 and support column 4
The transverse hydraulic system 11 of connection and the dragging template motor 14 being arranged on support column 4 are formed；Steel form 2 passes through steel wire
It is connected with dragging template motor 14；Steel form one end is fixed, and the other end carries out tensioning realization change section by dragging template motor 14
Face；
The alignment system is the GPS positioning device that is connected with computer controller, each top of support column 4, middle part and bottom
End is respectively arranged with GPS positioning device 3, and GPS positioning device 3 is clicked through by often saving the corresponding coordinate of steel form 2 with computer input
Row positioning is realized to be positioned to the position of steel form 2.
The quantity of the support column 4 is 8.
The quantity of the form stable pillar 10 is 4, and is distributed on the excircle of steel form 2.
It is 0.2~1mm that the guider 6 controls the fit clearance of groove 5 with steel form slip.
In operation, the first layer concrete is positioned according to design coordinate, installation form, is carried out after assembling reinforcement
Pour.When first layer concrete strength reaches code requirement, dragging template motor 14 is closed, by computer controller 7
The coordinate of the top of lateral branch dagger 4, middle part and bottom is inputted, is respectively started in sequence corresponding to form stable pillar 10 laterally
Hydraulic system 11, transverse hydraulic system 11 drives transverse hydraulic adjusting rod 12 to be moved around to concrete pier 1 respectively, while band
The demoulding is realized in dynamic support column 4 and steel form 2 movement.Start mould plate supporting device 13, provide support for template jacking, open vertical
Hydraulic system 9, by the vertical jack steady brace 10 of hydraulic lifting arm 8, jacking elevation is that 2m completes automatic lifting work,
Vertical hydraulic system 9 is closed, the coordinate of the second layer support top end, middle part and the bottom that are inputted in computer controller 7, simultaneously
Transverse hydraulic system 11 corresponding to each form stable pillar 10 is respectively started, transverse hydraulic system 11 promotes transverse hydraulic adjusting rod
12 are moved to the center of concrete pier 1, and steel form one end is fixed on the support columns, are opened dragging template motor 14, are ensured support
Post 4 is in couple state with steel form 2, and steel form one end is fixed on the support columns, and the other end is carried out by dragging template motor
Variable cross-section is realized in tensioning；Stopped operating when support column anchor point reaches computer input coordinate, complete model sheetinstallat work positioning.
Claims (4)
1. a kind of automatic lifting positions tapered pier template, it is characterised in that：Including template system, dynamical system and positioning system
System, wherein：
The template system includes steel form (2), is uniformly arranged on some supports that steel form (2) excircle supports the steel form
Post (4), be separately positioned on support column (4) top, middle part and bottom steel form slide control groove (5), installed in punching block
Plate slides the guider (6) and mould plate supporting device (13) in control groove (5)；Steel form (2) passes through with support column (4)
Steel form slides control groove (5) and guider (6) connection, and when steel form (2) slides, guider (6) is slided along steel form
Dynamic control groove (5) carries out ring displacement；
The dynamical system include form stable pillar (10), be arranged on form stable pillar (10) computer controller (7),
It is connected to the vertical hydraulic lifting arm (8) of form stable pillar (10) lower end, is fixed on what vertical hydraulic lifting arm (8) was connected
Vertical hydraulic system (9) on mould plate supporting device (13), it is arranged on the inside of form stable pillar (10) and is adjusted by transverse hydraulic
Transverse hydraulic system (11) that pole (12) is connected with support column (4) and the dragging template motor being arranged on support column (4)
(14) form；Steel form (2) is connected by steel wire with dragging template motor (14)；Steel form one end is fixed, and the other end is by dragging
Dynamic model board motor (14) carries out tensioning and realizes variable cross-section；
The alignment system is the GPS positioning device that is connected with computer controller, each support column (4) top, middle part and bottom
GPS positioning device (3) is respectively arranged with, GPS positioning device (3) often saves the corresponding coordinate of steel form (2) by being inputted with computer
Point carries out positioning realization and the position of steel form (2) is positioned.
2. automatic lifting as claimed in claim 1 positions tapered pier template, it is characterised in that：The support column (4)
Quantity is 8.
3. automatic lifting as claimed in claim 1 or 2 positions tapered pier template, it is characterised in that：The form stable
The quantity of pillar (10) is 4, and is distributed on steel form (2) excircle.
4. automatic lifting as claimed in claim 3 positions tapered pier template, it is characterised in that：The guider (6) with
It is 0.2~1mm that steel form slip, which controls the fit clearance of groove (5),.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721077989.1U CN207159831U (en) | 2017-08-27 | 2017-08-27 | A kind of automatic lifting positions tapered pier template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721077989.1U CN207159831U (en) | 2017-08-27 | 2017-08-27 | A kind of automatic lifting positions tapered pier template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207159831U true CN207159831U (en) | 2018-03-30 |
Family
ID=61719074
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721077989.1U Withdrawn - After Issue CN207159831U (en) | 2017-08-27 | 2017-08-27 | A kind of automatic lifting positions tapered pier template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207159831U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447668A (en) * | 2017-08-27 | 2017-12-08 | 贵州新联爆破工程集团有限公司 | A kind of automatic lifting positions tapered pier template |
-
2017
- 2017-08-27 CN CN201721077989.1U patent/CN207159831U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447668A (en) * | 2017-08-27 | 2017-12-08 | 贵州新联爆破工程集团有限公司 | A kind of automatic lifting positions tapered pier template |
| CN107447668B (en) * | 2017-08-27 | 2023-08-01 | 保利新联爆破工程集团有限公司 | Automatic lifting positioning variable-cross-section bridge pier template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 550002, 14 floor, Fu Zhong commercial building, No. 102 Xinhua Road, Nanming District, Guiyang, Guizhou. Patentee after: POLY XINLIAN BLASTING ENGINEERING GROUP Co.,Ltd. Address before: 550002, 14 floor, Fu Zhong commercial building, No. 102 Xinhua Road, Nanming District, Guiyang, Guizhou. Patentee before: GUIZHOU XINLIAN BLASTING ENGINEERING GROUP Co.,Ltd. |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180330 Effective date of abandoning: 20230801 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180330 Effective date of abandoning: 20230801 |