CN208179882U - A kind of template system of straddle type monorail rail tracks - Google Patents
A kind of template system of straddle type monorail rail tracks Download PDFInfo
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- CN208179882U CN208179882U CN201820686382.1U CN201820686382U CN208179882U CN 208179882 U CN208179882 U CN 208179882U CN 201820686382 U CN201820686382 U CN 201820686382U CN 208179882 U CN208179882 U CN 208179882U
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Abstract
A kind of template system the utility model discloses straddle type monorail rail tracks includes side form, side form force adding machine, bed die, bed die force adding machine, mobile platform, track, supporting mechanism.With the template system, distributing position of each traversing component relative to side form can individually be adjusted, the accurate adjustment of side form reinforcing position can be realized, to ensure the linear forming requirements that can adapt to complex ground spatial compounding curve and straight line and curve transition track girder of side form, after track girder pours initial set, side form force adding machine drives side form demoulding, mobile platform drives side form force adding machine and side form to be moved to next casting position, the track girder of initial set can deposit beam on the spot and conserve molding completely, it avoids moving after initial set as existing way, rollover when causing track girder mobile, the security risk and quality problems of cracking, the template system structure is simple, it is easy to use, reverse mould is high-efficient, save the time.
Description
Technical field
The utility model relates to field of track traffic, in particular to the template system of a kind of straddle type monorail rail tracks and make
Use method.
Background technique
Cross-saddle single-track traffic is the novel traffic standard of rising in recent years, and vehicle, track girder and track switch are thirdly high point
Key technology, vehicle directly ride in traveling on elongated track girder, and track girder has both load-bearing and the double action of guiding, route master
It is arranged in road center dividing strip and existing road trackside, with across the flexible form shuttle of overpass among city, straddle-type
Monorail transit obtains the extensive favor of society because its climbing capacity is strong, turning radius is small and construction cost is low, will become
The important directions of future city rail traffic development；Track girder is the key that straddle-type monorail transportation system, is different from general rail
The rail of road traffic, but precast prestressed concrete structure type is used, linear adjustment cannot be as conventional track traffic
Track it is the same, by adjusting railway ballast, the measures such as track accessory are realized, can only its manufacture of strict control when track is beam prefabricated
Technique makes track girder meet the requirement of Alignment Design, and the linear and key points of quality control of pre-track beam is track beam form
The Alignment Design of plate and manufacture, therefore, high-precision, template that is adjustable, facilitating construction directly influence the beam prefabricated quality of track
With working efficiency, and the entirely place of the key of straddle-type monorail transportation system implementation.
Multiple jack act in template in existing straddle type monorail rail tracks template system, pass through the tension and compression of jack
Realize the adjusting of template, but the position of this mode jack is relatively uniform setting, and be it is fixed, act on mould
Stress point on plate be also it is fixed, can not adjust and be difficult to constraint template and reach for complex ground spatial compounding curve and straight line
With the forming requirements of curve transition track girder, i.e., existing track beam form system can not be for the linear change of complexity of PC track girder
Corresponding adjustment is made in change, it is difficult to meet the high-precision requirement of the linear grade of PC track girder；In addition, using existing straddle-type list
Rail track beam form system needs the side form in form removal system, so after track girder concrete initial set prefabricated in template
Bed die and track girder are transported to beam strorage area, in the process easily to just prefabricated track girder quality by mobile beam trolley processed afterwards
Serious risk hidden danger is caused with construction safety.
Utility model content
The purpose of the utility model is to overcome the existing straddle type monorail rail tracks template systems in the presence of the prior art
System can not make corresponding adjustment for the linear variation of complexity of PC track girder, it is difficult to it is high-precision to meet the linear grade of PC track girder
The requirement of degree, while after track girder concrete initial set prefabricated in a template, the side form in form removal system is needed, is then led to
Mobile beam trolley transport bed die processed and track girder are crossed to beam strorage area, in the process easily to rigid prefabricated track girder quality with apply
Work causes safely the above-mentioned deficiency of serious risk hidden danger, provides template system and the user of a kind of straddle type monorail rail tracks
Method.
In order to realize above-mentioned purpose of utility model, the utility model provides following technical scheme:
A kind of template system of straddle type monorail rail tracks, comprising:
Side form, including side form panel and top plate LFM signal component, the side form panel are used for the molding of track girder side wall,
The top plate LFM signal component is set to the side form panel inside front, for adjusting top plate in the line of the side form panel
Shape；
The effect of the side form panel is to guarantee track girder cross section geometry, is made of one piece of integral plate, track
Built-in fitting above beam is determined according to final built-in fitting position opens up the hole that is located by connecting on the side form panel；The top plate
LFM signal component bottom is triangular structure, linear and pre- by adjusting the highly controllable deck-molding processed of the linear plate of top plate, vertical curve
Antiarch is stayed, the linear plate height and position of top plate is adjusted by adjusting screw rod height；
Side form force adding machine, including class counter force wall component, the class counter force wall component are equipped with several sliding slots, Mei Gesuo
It states and is detachably connected an at least traversing component on sliding slot, one end of all traversing components is rotationally connected with the side form
On；
The traversing component is able to drive the side form panel-level displacement or the side form panel is enabled to occur
Flexible deformation can be controlled the stroke of the traversing component by mechanical dial plate, make the side form panel according to the curve of regulation
Form deformation；
Bed die, the molding for track girder bottom；
Bed die force adding machine, including pedestal, the pedestal are set on ground, several flexible groups are arranged on the pedestal
One end of part, all telescopic components is rotationally connected on the bed die；
Mobile platform, including driving assembly, the class counter force wall component are set on the mobile platform；
Track is set to ground, and the mobile platform is adapted to the track, and the driving component drives the mobile platform edge
The track movement；
Supporting mechanism, including hound and connecting rod, described hound one end are connected to the mobile platform, and the other end connects
It is connected to the class counter force wall component, described connecting rod one end is connected to the class counter force wall component, and the other end is removably connected to
Ground.
Using the template system of straddle type monorail rail tracks described in the utility model, it is set to and is moved by class counter force wall component
On moving platform, and on mobile platform setting track, by adjusting the position of mobile platform, and then different class counter-forces may be implemented
Wall component is connected to the different location on side form, so as to realize the traversing component phase for individually adjusting each class counter force wall component
For the distributing position of side form, the accurate adjustment of side form reinforcing position can be realized, to ensure that the linear of side form can adapt to again
It is high to meet the linear grade of PC track girder for the forming requirements of miscellaneous location spatial compounding curve and straight line and curve transition track girder
The requirement of precision, meanwhile, after track girder pours initial set, side form force adding machine drives side form demoulding, and mobile platform drives side form
Force adding machine and side form are moved to next casting position, and pre-hardening track girder can deposit beam on the spot and conserve molding completely, avoid picture
Existing way is the same to be moved after initial set, rollover, the security risk and quality problems that crack, the template when causing track girder mobile
System structure is simple, easy to use, improves degree of regulation, and the adjusting of track beam sides can be made to reach a millimeter class precision, and
And reverse mould is high-efficient, saves the time, improves work efficiency.
Preferably, which further includes beam making bench, and the beam making bench is set on ground, on the beam making bench
The pedestal is set.
Preferably, all sliding slots are vertically arranged along the class counter force wall component.
Preferably, the sliding slots, Mei Gesuo are arranged at least two in array setting is at least two rows of on the class counter force wall component
State one traversing component of setting in sliding slot.
Preferably, each traversing component and each telescopic component are jack.
Preferably, the side form force adding machine includes steel column.
Preferably, which further includes stabilizing mechanism, and described stabilizing mechanism one end is connected to the class counter force wall group
Part, the other end are connected at the top of side form panel, and the stabilizing mechanism is used for the stabilization when side form positions of panels is adjusted to it,
The stabilizing mechanism and the side form force adding machine collective effect keep the verticality of side form panel.
Preferably, the class counter force wall component includes cantilever design, and the cantilever design is located at the class counter force wall component
Top and it is suspended from the side form side, the stabilizing mechanism is connected to the end of the cantilever design.
Preferably, the stabilizing mechanism is to hang to stablize rod piece.
Preferably, the hound and the connecting rod are twist-type telescopic bar.
The utility model additionally provides a kind of application method of the template system of straddle type monorail rail tracks, more than such as
The template system of described in any item straddle type monorail rail tracks, comprising the following steps:
A, bed die force adding machine is being set to casting position, the bed die force adding machine connects bed die, adjusts the bed die
Force adding machine makes the shape of the track girder bottom of the bed die formation design；
B, control driving assembly driving mobile platform is moved to along track to casting position；
C, position and fixation of each traversing component in sliding slot are adjusted according to the design of track girder, then adjusted all described
Traversing component tension and compression side form constrains the side form to form required shape, and all traversing component synchronizations push the side
Mould is bonded the bed die, and connecting rod support is connected to ground；
D, setting end mould molds, casting concrete, maintenance initial set；
E, all traversing components drive the side form demoulding, and the connecting rod and ground are released and connected, control driving
Component driver mobile platform is moved to next casting position along track.
Using the application method of the template system of straddle type monorail rail tracks described in the utility model, poured in track girder
After initial set, side form force adding machine drives side form demoulding, and mobile platform drives side form force adding machine and side form to be moved to next pour
Position, pre-hardening track girder can deposit beam on the spot and conserve molding completely, avoid moving after initial set as existing way, cause
Rollover when track girder is mobile, cracking security risk and quality problems, meanwhile, it is capable to individually adjust each traversing component relative to
The accurate adjustment of side form reinforcing position can be realized, to ensure that the linear of side form can adapt to intricately in the distributing position of side form
The forming requirements of section spatial compounding curve and straight line and curve transition track girder meet the linear grade high-precision of PC track girder
Requirement, the application method step is simple, and easy to operate, reverse mould is high-efficient, save the time.
In conclusion by adopting the above-described technical solution, the beneficial effects of the utility model are:
1, it with the template system of straddle type monorail rail tracks described in the utility model, is set to by class counter force wall component
On mobile platform, and on mobile platform setting track, by adjusting the position of mobile platform, and then it is anti-that different classes may be implemented
Power wall component is connected to the different location on side form, so as to realize the traversing component for individually adjusting each class counter force wall component
Relative to the distributing position of side form, the accurate adjustment of side form reinforcing position can be realized, to ensure that the linear of side form can adapt to
The forming requirements of complex ground spatial compounding curve and straight line and curve transition track girder meet the linear grade of PC track girder
High-precision requirement, meanwhile, after track girder pours initial set, side form force adding machine drives side form demoulding, and mobile platform drives side
Mould force adding machine and side form are moved to next casting position, and pre-hardening track girder can deposit beam on the spot and conserve molding completely, avoid
It is moved after initial set as existing way, rollover, the security risk and quality problems that crack, the mould when causing track girder mobile
Plate system structure is simple, easy to use, improves degree of regulation, and the adjusting of track beam sides can be made to reach a millimeter class precision,
And reverse mould is high-efficient, saves the time, improves work efficiency；
2, it with the application method of the template system of straddle type monorail rail tracks described in the utility model, is poured in track girder
After building initial set, side form force adding machine drives side form demoulding, and mobile platform drives side form force adding machine and side form to be moved to next pour
Position is built, pre-hardening track girder can deposit beam on the spot and conserve molding completely, avoid moving after initial set as existing way, make
At track girder rollover, the security risk and quality problems that crack when mobile, meanwhile, it is capable to which it is opposite individually to adjust each traversing component
In the distributing position of side form, the accurate adjustment of side form reinforcing position can be realized, to ensure that the linear of side form can adapt to complexity
It is high-precision to meet the linear grade of PC track girder for the forming requirements of location spatial compounding curve and straight line and curve transition track girder
The requirement of degree, the application method step is simple, and easy to operate, reverse mould is high-efficient, saves the time.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the template system of straddle type monorail rail tracks described in the utility model；
Fig. 2 is the overlooking structure diagram that linear type track girder is made of template system described in the utility model；
Fig. 3 is the overlooking structure diagram that curve type track beam is made of template system described in the utility model；
Fig. 4 is the side structure schematic view that track girder is made of template system described in the utility model.
Marked in the figure: 1- side form, 2- side form force adding machine, 21- class counter force wall component, the traversing component of 22-, 23- cantilever knot
Structure, 3- bed die, 4- bed die force adding machine, 41- pedestal, 42- telescopic component, 5- mobile platform, 51- driving assembly, 6- track, 7-
Supporting mechanism, 71- hound, 72- connecting rod, 8- beam making bench, 9- stabilizing mechanism.
Specific embodiment
The utility model is described in further detail below with reference to test example and specific embodiment.But it should not be by this
The range for being interpreted as the above-mentioned theme of the utility model is only limitted to embodiment below, all to be realized based on the content of the present invention
Technology belongs to the scope of the utility model.
Embodiment 1
As shown in Figs 1-4, the template system of a kind of straddle type monorail rail tracks described in the utility model, comprising:
Side form 1, including side form panel and top plate LFM signal component, the side form panel for track girder side wall at
Type, the top plate LFM signal component is set to the side form panel inside front, for adjusting top plate in the side form panel
It is linear；
The effect of the side form panel is to guarantee track girder cross section geometry, is made of one piece of integral plate, track
Built-in fitting above beam is determined according to final built-in fitting position opens up the hole that is located by connecting on the side form panel；The top plate
LFM signal component bottom is triangular structure, linear and pre- by adjusting the highly controllable deck-molding processed of the linear plate of top plate, vertical curve
Antiarch is stayed, the linear plate height and position of top plate is adjusted by adjusting screw rod height；
Side form force adding machine 2, including class counter force wall component 21, the class counter force wall component 21 are equipped with several sliding slots,
An at least traversing component 22 is detachably connected on each sliding slot, one end of all traversing components 22 is rotationally connected with
On the side form 1；
The traversing component 22 is able to drive the side form panel-level displacement or the side form panel is enabled to send out
Raw flexible deformation, the stroke of the traversing component 22 can be controlled by mechanical dial plate, makes the side form panel according to regulation
Curve form deformation；
Bed die 3, the molding for track girder bottom；
Bed die force adding machine 4, including pedestal 41, the pedestal 41 are set on ground, several are arranged on the pedestal 41
One end of telescopic component 42, all telescopic components 42 is rotationally connected on the bed die 3；
Mobile platform 5, including driving assembly 51, the class counter force wall component 21 are set on the mobile platform 5；
Track 6 is set to ground, and the mobile platform 5 is adapted to the track 6, and the driving component 51 drives the movement
Platform 5 is moved along the track 6；
Supporting mechanism 7, including hound 71 and connecting rod 72, described 71 one end of hound are connected to the mobile platform 5,
The other end is connected to the class counter force wall component 21, and described 72 one end of connecting rod is connected to the class counter force wall component 21, another
End is removably connected to ground.
As a preferred embodiment of the present embodiment, all sliding slots are vertically arranged along the class counter force wall component 21；
The sliding slots are arranged at least two in array setting is at least two rows of on the class counter force wall component 21, are arranged one in each sliding slot
A traversing component 22；Each traversing component 22 and each telescopic component 42 are jack；The side form adds
Force mechanisms 2 include steel column；The hound 71 and the connecting rod 72 are twist-type telescopic bar.
As a preferred embodiment of the present embodiment, which further includes beam making bench 8 and stabilizing mechanism 9, described
Beam making bench 8 is set on ground, and the pedestal 41 is arranged on the beam making bench 8, and described 9 one end of stabilizing mechanism is connected to described
Class counter force wall component 21, the other end are connected at the top of side form panel, and the stabilizing mechanism 9 is adjusted for the side form positions of panels
When to its stabilization, the stabilizing mechanism 9 keeps the verticality of side form panel, institute with 2 collective effect of side form force adding machine
Stating class counter force wall component 21 includes cantilever design 23, and the cantilever design 23 is located at 21 top of class counter force wall component and is suspended from
1 side of side form, the stabilizing mechanism 9 are connected to the end of the cantilever design 23, and the stabilizing mechanism 9 is that suspension is stablized
Rod piece.
With the template system of straddle type monorail rail tracks described in the utility model, it is set to by class counter force wall component 21
On mobile platform 5, and mobile platform 5 is arranged on track 6, by adjusting the position of mobile platform 5, and then may be implemented different
Class counter force wall component 21 is connected to the different location on side form 1, individually adjusts each class counter force wall component 21 so as to realize
Distributing position of the traversing component 22 relative to side form 1, the accurate adjustment that side form 1 reinforces position can be realized, to ensure side form 1
The linear forming requirements that can adapt to complex ground spatial compounding curve and straight line and curve transition track girder, meet PC rail
The high-precision requirement of the linear grade of road beam, meanwhile, after track girder pours initial set, side form force adding machine 2 drives side form 1 de-
Mould, mobile platform 5 drive side form force adding machine 2 and side form 1 to be moved to next casting position, and pre-hardening track girder can be deposited on the spot
Beam conserves molding completely, avoids moving after initial set as existing way, rollover, the safety to crack when causing track girder mobile
Hidden danger and quality problems, the template system structure is simple, easy to use, improves degree of regulation, can make track beam sides
Adjusting reaches a millimeter class precision, and reverse mould is high-efficient, saves the time, improves work efficiency.
Embodiment 2
As shown in Figs 1-4, the application method of the template system of a kind of straddle type monorail rail tracks described in the utility model,
Using the template system of straddle type monorail rail tracks as described in Example 1, comprising the following steps:
A, bed die force adding machine 4 is being set to casting position, the bed die force adding machine 4 connects bed die 3, adjusts the bottom
Mould force adding machine 4 makes the shape of the track girder bottom of the formation of bed die 3 design；
B, control driving assembly 51 drives mobile platform 5 to be moved to along track 6 to casting position；
C, position and fixation of each traversing component 22 in sliding slot are adjusted according to the design of track girder, then adjusts all institutes
Traversing 22 tension and compression side form 1 of component is stated, the shape needed for the side form 1 constraint is formed, all traversing components 22, which synchronize, to be pushed away
It moves the side form 1 and is bonded the bed die 3, the support of connecting rod 72 is connected to ground；
D, setting end mould molds, casting concrete, maintenance initial set；
E, all traversing components 22 drive the side form 1 to demould, and the connecting rod 72 is released with ground to be connected, control
Driving assembly 51 drives mobile platform 5 to be moved to next casting position along track 6.
With the application method of the template system of straddle type monorail rail tracks described in the utility model, poured in track girder
After initial set, side form force adding machine 2 drives side form 1 to demould, and it is next that mobile platform 5 drives side form force adding machine 2 and side form 1 to be moved to
Casting position, pre-hardening track girder can deposit beam on the spot and conserve molding completely, avoid moving after initial set as existing way,
Rollover, the security risk and quality problems that crack when causing track girder mobile, meanwhile, it is capable to individually adjust each traversing component 22
Relative to the distributing position of side form 1, the accurate adjustment that side form 1 reinforces position can be realized, to ensure that the linear of side form 1 can fit
The forming requirements for answering complex ground spatial compounding curve and straight line and curve transition track girder meet the linear millimeter of PC track girder
The high-precision requirement of grade, the application method step is simple, and easy to operate, reverse mould is high-efficient, saves the time.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. a kind of template system of straddle type monorail rail tracks characterized by comprising
Side form (1), including side form panel and top plate LFM signal component, the side form panel are used for the molding of track girder side wall,
The top plate LFM signal component is set to the side form panel inside front, for adjusting top plate in the line of the side form panel
Shape；
Side form force adding machine (2), including class counter force wall component (21), the class counter force wall component (21) is equipped with several cunnings
Slot, an at least traversing component (22) is detachably connected on each sliding slot, and one end of all traversing components (22) turns
It is dynamic to be connected on the side form (1)；
Bed die (3), the molding for track girder bottom；
Several telescopic components (42), Suo Yousuo is arranged on the pedestal (41) in bed die force adding machine (4), including pedestal (41)
The one end for stating telescopic component (42) is rotationally connected on the bed die (3)；
Mobile platform (5), including driving assembly (51), the class counter force wall component (21) are set on the mobile platform (5)；
Track (6), is set to ground, and the mobile platform (5) is adapted to the track (6), described in the driving component (51) driving
Mobile platform (5) is moved along the track (6)；
Supporting mechanism (7), including hound (71) and connecting rod (72), it is flat that described hound (71) one end is connected to the movement
Platform (5), the other end are connected to the class counter force wall component (21), and described connecting rod (72) one end is connected to the class counter force wall group
Part (21), the other end is removably connected to ground.
2. template system according to claim 1, which is characterized in that further include beam making bench (8), the beam making bench
(8) it is set on ground, the pedestal (41) is set on the beam making bench (8).
3. template system according to claim 1, which is characterized in that all sliding slots are along the class counter force wall component
(21) vertically arranged.
4. template system according to claim 1, which is characterized in that be arranged on the class counter force wall component (21) in array
It is at least two rows of to arrange the sliding slots at least two, a traversing component (22) is set in each sliding slot.
5. template system according to claim 1, which is characterized in that each traversing component (22) and each described stretch
Contracting component (42) is jack.
6. template system according to claim 1, which is characterized in that the side form force adding machine (2) includes steel column.
7. template system according to claim 1, which is characterized in that further include stabilizing mechanism (9), the stabilizing mechanism
(9) one end is connected to the class counter force wall component (21), and the other end is connected at the top of side form panel, and the stabilizing mechanism (9) is used
Its stabilization, the stabilizing mechanism (9) and the side form force adding machine (2) are made jointly when the side form positions of panels is adjusted
With the verticality for keeping side form panel.
8. template system according to claim 7, which is characterized in that the class counter force wall component (21) includes cantilever design
(23), the cantilever design (23) is located at the top of the class counter force wall component (21) and is suspended from the side form (1) side, described steady
Determine the end that mechanism (9) is connected to the cantilever design (23).
9. template system according to claim 8, which is characterized in that the stabilizing mechanism (9) is to hang to stablize rod piece.
10. -9 described in any item template systems according to claim 1, which is characterized in that the hound (71) and the company
Extension bar (72) is twist-type telescopic bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820686382.1U CN208179882U (en) | 2018-05-09 | 2018-05-09 | A kind of template system of straddle type monorail rail tracks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820686382.1U CN208179882U (en) | 2018-05-09 | 2018-05-09 | A kind of template system of straddle type monorail rail tracks |
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| CN208179882U true CN208179882U (en) | 2018-12-04 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638296A (en) * | 2018-05-09 | 2018-10-12 | 中国建筑第五工程局有限公司 | A kind of template system and application method of straddle type monorail rail tracks |
| CN111745791A (en) * | 2019-03-29 | 2020-10-09 | 比亚迪股份有限公司 | Side mould and mould of track roof beam |
-
2018
- 2018-05-09 CN CN201820686382.1U patent/CN208179882U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638296A (en) * | 2018-05-09 | 2018-10-12 | 中国建筑第五工程局有限公司 | A kind of template system and application method of straddle type monorail rail tracks |
| CN111745791A (en) * | 2019-03-29 | 2020-10-09 | 比亚迪股份有限公司 | Side mould and mould of track roof beam |
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