CN208179880U - A kind of side form system of straddle type monorail rail tracks - Google Patents
A kind of side form system of straddle type monorail rail tracks Download PDFInfo
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- CN208179880U CN208179880U CN201820685515.3U CN201820685515U CN208179880U CN 208179880 U CN208179880 U CN 208179880U CN 201820685515 U CN201820685515 U CN 201820685515U CN 208179880 U CN208179880 U CN 208179880U
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Abstract
The utility model discloses a kind of side form systems of straddle type monorail rail tracks, including side form panel and side form force adding machine, side form force adding machine includes several columns, each column is equipped with several sliding slots, be slidably connected an at least slide in each sliding slot, each slide connects a cross-support members, and side form panel is equipped with several ball hinged supports, and one end of each cross-support members is removably connected to a ball hinged support.With the side form system of the straddle type monorail rail tracks of the utility model, distributing position of each cross-support members relative to side form panel can individually be adjusted, the accurate adjustment of side form panel 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 panel, meet the high-precision requirement of the linear grade of PC track girder, the side form system structure is simple, easy to use, it is high-efficient to assemble and disassemble mould, saves the time.
Description
Technical field
The utility model relates to field of track traffic, in particular to the side form 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.
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 above-mentioned deficiency of the requirement of degree provides the side form system and application method of a kind of straddle type monorail rail tracks.
In order to realize above-mentioned purpose of utility model, the utility model provides following technical scheme:
A kind of side form system of straddle type monorail rail tracks, including side form panel and side form force adding machine, the side form add
Force mechanisms include several columns, and each column is equipped with several sliding slots, are slidably connected at least in each sliding slot
One slide, each slide connect a cross-support members, and the side form panel is equipped with several ball hinged supports, often
One end of a cross-support members is removably connected to the ball hinged support.
Using the side form system of straddle type monorail rail tracks described in the utility model, if by being arranged on side form panel
A dry ball hinged support according to the shape of monorail track beam, can choose corresponding flexural pivot branch on side form panel in actual use
Seat, is attached, by individually adjusting distribution of each cross-support members relative to side form panel by cross-support members
The accurate adjustment of side form panel reinforcing position can be realized, to ensure that the linear of side form panel can adapt to complex ground in position
It is high-precision to meet the linear grade of PC track girder for the forming requirements of spatial compounding curve and straight line and curve transition track girder
It is required that the side form system structure is simple, easy to use, assembly and disassembly mould is high-efficient, saves the time.
Preferably, all sliding slots on each column are vertically arranged along the column.
Preferably, the ball hinged supports are arranged at least two in array setting is at least two rows of on the side form panel.
Preferably, on the side form panel it is each it is perpendicular column setting all ball hinged supports by the side form panel top
Portion is arranged to the bottom of the side form panel.
Preferably, each cross-support members are jack.
Preferably, it being equipped with cantilever design at the top of each column, the cantilever design is suspended from side form panel side,
The end of the cantilever design is equipped with suspension stabiliser bar, and the suspension stabiliser bar is connected at the top of the side form panel.
It preferably, further include several vertical shift trolleies, all vertical shift trolleies are set on track, and the track is along track
Beam is longitudinally disposed, and each vertical shift trolley is equipped with driving part, and the driving part drives the corresponding vertical shift trolley
A side form force adding machine is arranged on each vertical shift trolley for movement on the track.
Preferably, each side form force adding machine is slidably connected on the corresponding vertical shift trolley.
Preferably, the vertical shift trolley is equipped with several hounds, each hound be connected to one it is described vertical
Column.
Preferably, each column is equipped with connecting rod, and each connecting rod is removably connected to ground.
Preferably, all hounds and all connecting rods are twist-type telescopic bar.
The utility model additionally provides a kind of application method of the side form system of straddle type monorail rail tracks, more than such as
The side form system of described in any item straddle type monorail rail tracks, comprising the following steps:
A, according to the design of track girder, all ball hinged supports for needing to connect on selected side die face plate；
B, each slide position in corresponding sliding slot and fixation are adjusted, enables selected all ball hinged supports
It is correspondingly connected with a cross-support members；
C, the cross-support members are connected with the corresponding ball hinged support, that is, connects the side form panel and side form
Force adding machine；
D, side form panel described in the cross-support members tension and compression is adjusted, constrains the side form panel to form required shape
Shape, all cross-support members are synchronous to push the side form panel to casting position.
Using the application method of the side form system of straddle type monorail rail tracks described in the utility model, by side form face
Several ball hinged supports are set on plate, in actual use, according to the shape of monorail track beam, can choose phase on side form panel
The ball hinged support answered, is attached by cross-support members, by individually adjusting each cross-support members relative to side form
The accurate adjustment of side form panel reinforcing position can be realized, to ensure that the linear of side form panel can fit in the distributing position of panel
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, easy to operate, and assembly and disassembly mould is high-efficient, saves the time.
In conclusion by adopting the above-described technical solution, the beneficial effects of the utility model are:
1, with the side form system of straddle type monorail rail tracks described in the utility model, by being arranged on side form panel
Several ball hinged supports according to the shape of monorail track beam, can choose corresponding flexural pivot on side form panel in actual use
Support is attached by cross-support members, by individually adjusting point of each cross-support members relative to side form panel
The accurate adjustment of side form panel reinforcing position can be realized, to ensure that the linear of side form panel can adapt to intricately in cloth position
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 side form system structure is simple, easy to use, and assembly and disassembly mould is high-efficient, saves the time；
2, with the application method of the side form system of straddle type monorail rail tracks described in the utility model, by side form
Several ball hinged supports are set on panel, in actual use, according to the shape of monorail track beam, can choose on side form panel
Corresponding ball hinged support, is attached by cross-support members, by individually adjusting each cross-support members relative to side
The accurate adjustment of side form panel reinforcing position can be realized, to ensure that the linear of side form panel can in the distributing position of die face plate
The forming requirements for adapting to complex ground spatial compounding curve and straight line and curve transition track girder, meet the linear milli of PC track girder
The high-precision requirement of meter level, the application method step is simple, easy to operate, and assembly and disassembly mould is high-efficient, saves the time.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the side form system of straddle type monorail rail tracks described in the utility model；
Fig. 2 is the structural schematic diagram of side form force adding machine；
Fig. 3 is the structural schematic diagram of side form panel；
Fig. 4 is the overlooking structure diagram that side form system described in the utility model makes curve type track beam.
Marked in the figure: 1- side form panel, 11- ball hinged support, 2- side form force adding machine, 21- column, 22- sliding slot, 23- are sliding
Seat, 24- cross-support members, 25- cantilever design, 3- hang stabiliser bar, 4- vertical shift trolley, 41- driving part, 5- track, 6-
Hound, 7- connecting rod.
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 side form system of a kind of straddle type monorail rail tracks described in the utility model, including side form face
Plate 1 and side form force adding machine 2.
The side form force adding machine 2 includes several columns 21, and each column 21 is equipped with several sliding slots 22, often
Be slidably connected an at least slide 23 in a sliding slot 22, and each slide 23 connects a cross-support members 24, institute
Side form panel 1 is stated equipped with several ball hinged supports 11, one end of each cross-support members 24 is removably connected to one
A ball hinged support 11.
As a preferred embodiment of the present embodiment, all sliding slots 22 on each column 21 are along the column
21 is vertically arranged, arranges the ball hinged supports 11, the side form at least two in array setting is at least two rows of on the side form panel 1
All ball hinged supports 11 of each perpendicular column setting are arranged by the top of the side form panel 1 to the side form face on panel 1
The bottom of plate 1, each cross-support members 24 are jack；Cantilever design 25, institute are equipped at the top of each column 21
It states cantilever design 25 and is suspended from 1 side of side form panel, the end of the cantilever design 25 is equipped with suspension stabiliser bar 3, described outstanding
It hangs stabiliser bar 3 and is connected to 1 top of side form panel.
It further include several vertical shift trolleies 4 as a preferred embodiment of the present embodiment, all vertical shift trolleies 4 are set
In on track 5, the track 5 is longitudinally disposed along track girder, and each vertical shift trolley 4 is equipped with driving part 41, the drive
Dynamic component 41 drives movement of the corresponding vertical shift trolley 4 on the track 5, is arranged one on each vertical shift trolley 4
A side form force adding machine 2, each side form force adding machine 2 is slidably connected on the corresponding vertical shift trolley 4, described
Vertical shift trolley 4 is equipped with several hounds 6, and each hound 6 is connected to the column 21, each column
21 are equipped with connecting rod 7, and each connecting rod 7 is removably connected to ground, all hounds 6 and all connections
Bar 7 is twist-type telescopic bar.
With the side form system of straddle type monorail rail tracks described in the utility model, by being arranged on side form panel 1
Several ball hinged supports 11 according to the shape of monorail track beam, can choose corresponding on side form panel 1 in actual use
Ball hinged support 11 is attached by cross-support members 24, by individually adjusting each cross-support members 24 relative to side
The accurate adjustment that side form panel 1 reinforces position can be realized, to ensure the linear energy of side form panel 1 in the distributing position of die face plate 1
The forming requirements for enough adapting to complex ground spatial compounding curve and straight line and curve transition track girder, it is linear to meet PC track girder
The high-precision requirement of grade, the side form system structure is simple, easy to use, and assembly and disassembly mould is high-efficient, saves the time.
Embodiment 2
As shown in Figs 1-4, the application method of the side form system of a kind of straddle type monorail rail tracks described in the utility model,
Using the side form system of straddle type monorail rail tracks as described in Example 1, comprising the following steps:
A, according to the design of track girder, all ball hinged supports 11 for needing to connect on selected side die face plate 1；
B, position and fixation of each slide 23 in corresponding sliding slot 22 are adjusted, so that selected all ball hinged supports
11 can be correspondingly connected with a cross-support members 24；
C, the cross-support members 24 and the corresponding ball hinged support 11 are connected, that is, connects the side form panel 1
With side form force adding machine 2；
D, side form panel 1 described in 24 tension and compression of cross-support members is adjusted, needed for the side form panel 1 constraint is formed
Shape, all cross-support members 24 are synchronous to push the side form panel 1 to arrive casting position.
With the application method of the side form system of straddle type monorail rail tracks described in the utility model, by side form face
Several ball hinged supports 11 are set on plate 1, in actual use, according to the shape of monorail track beam, can choose side form panel 1
Upper corresponding ball hinged support 11, is attached, by individually adjusting each cross-support members 24 by cross-support members 24
Relative to the distributing position of side form panel 1, the accurate adjustment that side form panel 1 reinforces position can be realized, to ensure side form panel 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, the application method step is simple, easy to operate, and assembly and disassembly 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 side form system of straddle type monorail rail tracks, which is characterized in that including side form panel (1) and side form force adding machine
(2), the side form force adding machine (2) includes several columns (21), and each column (21) is equipped with several sliding slots
(22), be slidably connected an at least slide (23) in each sliding slot (22), and each slide (23) connects a transverse direction
Support member (24), the side form panel (1) are equipped with several ball hinged supports (11), each cross-support members (24)
One end be removably connected to the ball hinged support (11).
2. side form system according to claim 1, which is characterized in that all sliding slots on each column (21)
(22) vertically arranged along the column (21).
3. side form system according to claim 1, which is characterized in that on the side form panel (1) at least in array setting
The two rows of and at least two column ball hinged supports (11).
4. side form system according to claim 1, which is characterized in that each cross-support members (24) are very heavy
Top.
5. side form system according to claim 1, which is characterized in that be equipped with cantilever design at the top of each column (21)
(25), the cantilever design (25) is suspended from side form panel (1) side, and it is steady that the end of the cantilever design (25) is equipped with suspension
Fixed pole (3), the suspension stabiliser bar (3) are connected at the top of the side form panel (1).
6. side form system according to claim 1-5, which is characterized in that it further include several vertical shift trolleies (4),
All vertical shift trolleies (4) are set on track (5), and the track (5) is longitudinally disposed along track girder, each vertical shift trolley
(4) driving part (41) are equipped with, the driving part (41) drives the corresponding vertical shift trolley (4) in the track (5)
On movement, a side form force adding machine (2) is set on each vertical shift trolley (4).
7. side form system according to claim 6, which is characterized in that each side form force adding machine (2) is slidably connected
In on the corresponding vertical shift trolley (4).
8. side form system according to claim 6, which is characterized in that the vertical shift trolley (4) is equipped with several diagonal braces
Bar (6), each hound (6) are connected to the column (21).
9. side form system according to claim 8, which is characterized in that each column (21) is equipped with connecting rod (7),
Each connecting rod (7) is removably connected to ground.
10. side form system according to claim 9, which is characterized in that all hounds (6) and all connections
Bar (7) is twist-type telescopic bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820685515.3U CN208179880U (en) | 2018-05-09 | 2018-05-09 | A kind of side form system of straddle type monorail rail tracks |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820685515.3U CN208179880U (en) | 2018-05-09 | 2018-05-09 | A kind of side form system of straddle type monorail rail tracks |
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| Publication Number | Publication Date |
|---|---|
| CN208179880U true CN208179880U (en) | 2018-12-04 |
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| CN201820685515.3U Active CN208179880U (en) | 2018-05-09 | 2018-05-09 | A kind of side form system of straddle type monorail rail tracks |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638298A (en) * | 2018-05-09 | 2018-10-12 | 中国建筑第五工程局有限公司 | A kind of the side form system and application method of straddle type monorail rail tracks |
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2018
- 2018-05-09 CN CN201820685515.3U patent/CN208179880U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638298A (en) * | 2018-05-09 | 2018-10-12 | 中国建筑第五工程局有限公司 | A kind of the side form system and application method of straddle type monorail rail tracks |
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