CN108638298A - A kind of the side form system and application method of straddle type monorail rail tracks - Google Patents
A kind of the side form system and application method of straddle type monorail rail tracks Download PDFInfo
- Publication number
- CN108638298A CN108638298A CN201810439363.3A CN201810439363A CN108638298A CN 108638298 A CN108638298 A CN 108638298A CN 201810439363 A CN201810439363 A CN 201810439363A CN 108638298 A CN108638298 A CN 108638298A
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- China
- Prior art keywords
- side form
- form panel
- support members
- cross
- panel
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0055—Mould pallets; Mould panels
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
Abstract
The invention 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 present invention, 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 girders, the side form system structure is simple, easy to use, it is efficient to assemble and disassemble mould, saves the time.
Description
Technical field
The present invention relates to field of track traffic, more particularly to the side form system of a kind of straddle type monorail rail tracks and user
Method.
Background technology
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, circuit 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, its manufacture can only be strictly controlled 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 place of the key of entire 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 fixed, act on mould
Stress point on plate is also 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 directed to the linear change of complexity of PC track girders
Corresponding adjustment is made in change, it is difficult to meet the high-precision requirement of the linear grade of PC track girders.
Invention content
It is an object of the invention to overcome the existing straddle type monorail rail tracks template system in the presence of the prior art without
Method makes corresponding adjustment for the linear variation of complexity of PC track girders, it is difficult to it is high-precision to meet the linear grade of PC track girders
It is required that above-mentioned deficiency, a kind of the side form system and application method of straddle type monorail rail tracks are provided.
In order to achieve the above-mentioned object of the invention, the present invention provides following technical schemes：
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, is 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 a ball hinged support.
Using the side form system of straddle type monorail rail tracks of the present invention, by the way that several are arranged on side form panel
Ball hinged support according to the shape of monorail track beam, can select corresponding ball hinged support on side form panel in actual use,
It is attached by cross-support members, by individually adjusting distribution position of each cross-support members relative to side form panel
It sets, you can the accurate adjustment for realizing side form panel reinforcing position, to ensure that the linear of side form panel can adapt to complex ground sky
Between composite curve and straight line and curve transition track girder forming requirements, meet that the linear grade of PC track girders is high-precision to be wanted
It asks, the side form system structure is simple, easy to use, and assembly and disassembly mould is 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 row 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.
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
Each a side form force adding machine is arranged on the vertical shift trolley in 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 present invention also provides a kind of application methods of the side form system of straddle type monorail rail tracks, using such as any of the above
The side form system of straddle type monorail rail tracks described in, includes the following steps：
A, according to the design of track girder, all ball hinged supports connected are needed on selected side die face plate；
B, each slide position in corresponding sliding slot and fixation are adjusted so that selected all ball hinged supports can
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, which synchronize, pushes the side form panel to casting position.
Using the application method of the side form system of straddle type monorail rail tracks of the present invention, by side form panel
Several ball hinged supports are set, in actual use, according to the shape of monorail track beam, can be selected corresponding on side form panel
Ball hinged support is attached by cross-support members, by individually adjusting each cross-support members relative to side form panel
Distributing position, you can the accurate adjustment for realizing side form panel reinforcing position, with ensure side form panel it is linear can adapt to it is multiple
It is high to meet the linear grade of PC track girders for the forming requirements of miscellaneous location spatial compounding curve and straight line and curve transition track girder
The requirement of precision, the application method step is simple, easy to operate, and assembly and disassembly mould is efficient, saves the time.
In conclusion by adopting the above-described technical solution, the beneficial effects of the invention are as follows：
1, several by being arranged on side form panel with the side form system of straddle type monorail rail tracks of the present invention
A ball hinged support according to the shape of monorail track beam, can select corresponding flexural pivot branch on side form panel in actual use
Seat, is attached by cross-support members, by individually adjusting distribution of each cross-support members relative to side form panel
Position, you can the accurate adjustment for realizing side form panel reinforcing position, to ensure that the linear of side form panel can adapt to complex ground
It is high-precision to meet the linear grade of PC track girders 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 efficient, saves the time；
2, with the application method of the side form system of straddle type monorail rail tracks of the present invention, by side form panel
Upper several ball hinged supports of setting according to the shape of monorail track beam, can select corresponding on side form panel in actual use
Ball hinged support, be attached by cross-support members, by individually adjusting each cross-support members relative to side form face
The distributing position of plate, you can the accurate adjustment for realizing side form panel reinforcing position, to ensure that the linear of side form panel 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 girders
High-precision requirement, the application method step is simple, easy to operate, and assembly and disassembly mould is efficient, saves the time.
Description of the drawings
Fig. 1 is the structural schematic diagram of the side form system of straddle type monorail rail tracks of the present invention；
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 of the present invention makes curve type track beam.
It is marked in figure：1- side form panels, 11- ball hinged supports, 2- side form force adding machines, 21- columns, 22- sliding slots, 23- are slided
Seat, 24- cross-support members, 25- cantilever designs, 3- hang stabiliser bar, 4- vertical shift trolleies, 41- driving parts, 5- tracks, 6-
Hound, 7- connecting rods.
Specific implementation mode
With reference to test example and specific implementation mode, the present invention is described in further detail.But this should not be understood
It is only limitted to embodiment below for the range of the above-mentioned theme of the present invention, it is all that this is belonged to based on the technology that the content of present invention is realized
The range of invention.
Embodiment 1
As shown in Figs 1-4, the side form system of a kind of straddle type monorail rail tracks of the present invention, including side form panel 1
With 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
It states side form panel 1 and is 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, and the ball hinged supports 11, the side form are arranged 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 row 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；21 top of each column is equipped with cantilever design 25, institute
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 the side form panel.
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 a 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.
It is several by being arranged on side form panel 1 with the side form system of straddle type monorail rail tracks of the present invention
A ball hinged support 11 according to the shape of monorail track beam, can select corresponding flexural pivot on side form panel 1 in actual use
Bearing 11 is attached by cross-support members 24, by individually adjusting each cross-support members 24 relative to side form face
The distributing position of plate 1, you can realize that side form panel 1 reinforces the accurate adjustment of position, to ensure that the linear of side form panel 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 girders
The high-precision requirement of grade, the side form system structure is simple, easy to use, and assembly and disassembly mould is 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 of the present invention, application
The side form system of straddle type monorail rail tracks as described in Example 1, includes the following steps：
A, according to the design of track girder, all ball hinged supports 11 connected are needed 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 formation
Shape, all cross-support members 24, which synchronize, pushes the side form panel 1 to arrive casting position.
With the application method of the side form system of straddle type monorail rail tracks of the present invention, by side form panel 1
Upper several ball hinged supports 11 of setting according to the shape of monorail track beam, can select on side form panel 1 in actual use
Corresponding ball hinged support 11, is attached by cross-support members 24, by individually adjusting 24 phase of each cross-support members
For the distributing position of side form panel 1, you can realize that side form panel 1 reinforces the accurate adjustment of position, 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 tracks
The high-precision requirement of the linear grade of beam, the application method step is simple, easy to operate, and assembly and disassembly mould is efficient, saves the time.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement etc., should all be included in the protection scope of the present invention made by within refreshing and principle.
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 a 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 row 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 the end of the cantilever design (25) is equipped with suspension surely
Fixed pole (3), the suspension stabiliser bar (3) are connected at the top of the side form panel (1).
6. according to claim 1-5 any one of them side form systems, which is characterized in that 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) it is equipped with driving part (41), 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 the vertical shift trolley (4) is equipped with several diagonal braces
Bar (6), each hound (6) are connected to a column (21).
8. side form system according to claim 7, which is characterized in that each column (21) is equipped with connecting rod (7),
Each connecting rod (7) is removably connected to ground.
9. side form system according to claim 8, which is characterized in that all hounds (6) and all connections
Bar (7) is twist-type telescopic bar.
10. a kind of application method of the side form system of straddle type monorail rail tracks, which is characterized in that application such as claim 1-9
The side form system of any one of them straddle type monorail rail tracks, includes the following steps：
A, according to the design of track girder, all ball hinged supports (11) connected are needed 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) cross-support members (24) can be correspondingly connected with；
C, the cross-support members (24) and the corresponding ball hinged support (11) are connected, that is, connects the side form panel
(1) and side form force adding machine (2)；
D, side form panel (1) described in cross-support members (24) tension and compression is adjusted, the side form panel (1) constraint is formed into institute
The shape needed, all cross-support members (24) are synchronous to push the side form panel (1) to arrive casting position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810439363.3A CN108638298A (en) | 2018-05-09 | 2018-05-09 | A kind of the side form system and application method of straddle type monorail rail tracks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810439363.3A CN108638298A (en) | 2018-05-09 | 2018-05-09 | A kind of the side form system and application method of straddle type monorail rail tracks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108638298A true CN108638298A (en) | 2018-10-12 |
Family
ID=63753897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810439363.3A Pending CN108638298A (en) | 2018-05-09 | 2018-05-09 | A kind of the side form system and application method of straddle type monorail rail tracks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108638298A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109808054A (en) * | 2019-01-31 | 2019-05-28 | 中铁四局集团第二工程有限公司 | Linear PC track beam prefabricating construction method |
| CN116277405A (en) * | 2023-04-04 | 2023-06-23 | 中铁四局集团有限公司 | PC track beam mold |
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| RU2061181C1 (en) * | 1994-07-19 | 1996-05-27 | Акционерное общество открытого типа "Проектно-изыскательский институт "Метрогипротранс" | Movable concrete form for concreting floors |
| CN2336043Y (en) * | 1999-01-29 | 1999-09-01 | 中国铁道建筑总公司养马河桥梁厂 | High-accuracy adjustable form |
| EP1238725A2 (en) * | 2001-03-09 | 2002-09-11 | ACB Pressure Systems | Metal plate forming apparatus by pulling over a die or "form" |
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| CN104999547A (en) * | 2015-06-30 | 2015-10-28 | 中铁二十三局集团有限公司 | Automatic template system for maglev curve track beam and use method of automatic template system |
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| CN208179880U (en) * | 2018-05-09 | 2018-12-04 | 中国建筑第五工程局有限公司 | A kind of side form system of straddle type monorail rail tracks |
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| RU2061181C1 (en) * | 1994-07-19 | 1996-05-27 | Акционерное общество открытого типа "Проектно-изыскательский институт "Метрогипротранс" | Movable concrete form for concreting floors |
| CN2336043Y (en) * | 1999-01-29 | 1999-09-01 | 中国铁道建筑总公司养马河桥梁厂 | High-accuracy adjustable form |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109808054A (en) * | 2019-01-31 | 2019-05-28 | 中铁四局集团第二工程有限公司 | Linear PC track beam prefabricating construction method |
| CN116277405A (en) * | 2023-04-04 | 2023-06-23 | 中铁四局集团有限公司 | PC track beam mold |
| CN116277405B (en) * | 2023-04-04 | 2023-08-29 | 中铁四局集团有限公司 | PC track beam mold |
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