CN209509488U - A kind of concrete structure rail road hanging mobile form frame system against the wind - Google Patents
A kind of concrete structure rail road hanging mobile form frame system against the wind Download PDFInfo
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- CN209509488U CN209509488U CN201920006962.6U CN201920006962U CN209509488U CN 209509488 U CN209509488 U CN 209509488U CN 201920006962 U CN201920006962 U CN 201920006962U CN 209509488 U CN209509488 U CN 209509488U
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Abstract
Hanging mobile form frame system in road includes suspension mobile mechanism, bed die, inner side template, outboard template and operating platform to concrete structure rail disclosed by the utility model against the wind, suspension mobile mechanism includes the steel skid beam that bottom base plate to be poured is arranged in, covers outside steel skid beam and the casing that can be slided along steel skid beam and the sunpender that cannula tip is arranged in, sunpender is upward through the middle plate poured and connect with external motive device, to drive casing to slide along steel skid beam by external motive device.Bottom base plate to be poured is arranged in bed die.Inner side template includes the second inner side template that the first inner side template of inside wall two sides to be poured is arranged in and is arranged on the inside of external wall to be poured.Outboard template is arranged on the outside of external wall to be poured.Operating platform is arranged on the outside of outer side template and is in same level height with bed die.The form frame system tears scaffold open without taking repeatedly, improves work efficiency, greatly reduces security risk.
Description
Technical field
The utility model relates to metro station construction technical field, road suspension moves specially a kind of concrete structure rail against the wind
Dynamic formula form frame system.
Background technique
Road is one special functional structure of rail traffic station to rail against the wind, and important work is played in rail traffic station
With.Road construction lags behind station main structure construction to majority rail against the wind at present, and China's majority uses labor-intensive traditional pin
Main working procedure: hand cradle operation sets up floor stand → air channel base plate template → installation reinforcing bar binding → closed reinforcement side
Mould → casting concrete → concrete curing, form removal and scaffold after concrete reaches design strength, until next section
Section recycles repeatedly, until completing institute rail, road concrete is poured against the wind.This construction technology the problem is that: one,
Scaffold is taken repeatedly to be torn open and template repeated disassembled and assembled leads to the large labor intensity of worker, and the loss of template is big, and security risk is high
Feature；Two, due to using floor stand, working space is limited, seriously affects track laying, the logical measurement in hole, electromechanical installation
Equal subsequent jobs construction speed.
Utility model content
The purpose of this utility model is to provide a kind of concrete structure rail road hanging mobile form frame systems against the wind, with solution
Scaffold is certainly set up in the prior art to carry out rail road construction is taken repeatedly there are scaffold and torn open and template repeated disassembled and assembled causes against the wind
The loss of the large labor intensity of worker, template is big, and security risk is high；Working space is limited, seriously affects track laying, hole leads to
The technical issues of subsequent jobs construction speeds such as measurement, electromechanical installation.
In order to solve the above-mentioned technical problem, the utility model provides a kind of concrete structure rail road hanging mobile against the wind
Form frame system, comprising:
Mobile mechanism is hung, including the steel skid beam of bottom base plate to be poured is arranged in, covers outside steel skid beam and can
With the casing slided along steel skid beam and the sunpender that cannula tip is arranged in, the sunpender is upward through the middle plate poured
And it is connect with external motive device, to drive casing to slide along steel skid beam by external motive device；
Bottom base plate to be poured is arranged in bed die；
Inner side template, including the first inner side template of inside wall two sides to be poured is arranged in and is arranged wait pour
External wall on the inside of the second inner side template；
Outboard template is arranged on the outside of external wall to be poured；
Operating platform is arranged on the outside of outer side template and is in same level height with bed die.
Preferably, position-limiting tube is provided with outside the sunpender on the middle plate.
Preferably, the bottom interval of the steel skid beam is equipped with pulley.
Preferably, the steel skid beam is I-steel, and described sleeve pipe is Two bors d's oeuveres channel steel.
Preferably, there are openings for described sleeve pipe bottom.
Preferably, the sunpender is screw-thread steel sunpender.
Preferably, bearing diagonal is equipped between the inner side template and bed die, between outboard template and bed die.
Compared with prior art, it the characteristics of the utility model and has the beneficial effect that
(1) the concrete structure rail of the utility model against the wind road hanging mobile form frame system to cover the set in steel crossbeam
Pipe is support, and the in-orbit assembled bed die in row area is laid on casing, realizes the inner side template and outboard template in the stage
Installation, then pours bottom plate, inside wall and external wall.Casing is slid onto next construction stage by then spreading steel crossbeam.
The system dexterously realizes rail road construction progress synchronous with the area Gui Hang Ground Operation against the wind.
(2) the utility model, which is not necessarily to take repeatedly in the construction process, tears scaffold open, improves work efficiency, shortens the construction period, subtract significantly
It is few to take the security risk for tearing scaffold generation open repeatedly.
(3) the entire template decorum of the utility model can be used in turn repeatedly, reduce cost.Entire template system recycling is residual
Value is high, and no solid waste is beneficial to energy conservation environmental protection.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of concrete structure rail road hanging mobile form frame system against the wind.
Fig. 2 is the Construction State schematic diagram after installation suspension mobile mechanism.
Fig. 3 is the Construction State schematic diagram after installing end template and operating platform.
Fig. 4 is that end template is promoted to the Construction State schematic diagram after proper height.
Fig. 5 is the Construction State schematic diagram after installing inner side template and outboard template.
Fig. 6 is the Construction State schematic diagram after pouring bottom plate, inside wall and external wall.
Fig. 7 is the Construction State schematic diagram after form removal.
Attached drawing mark: attached drawing mark: 1- hangs mobile mechanism, 101- steel skid beam, 102- casing, 103- sunpender, 104-
Opening, 2- bed die, 3- inner side template, the first inner side template of 31-, the second inner side template of 32-, 4- outboard template, 5- operating platform,
6- bottom plate, 7- inside wall, 8- external wall, plate, 10- position-limiting tube, 11- pulley, 12- bearing diagonal in 9-.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below
The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
As shown in Fig. 1~7, a kind of concrete structure rail road hanging mobile form frame system, including suspension moving machine against the wind
Structure 1, bed die 2, inner side template 3, outboard template 4 and operating platform 5, suspension mobile mechanism 1 include that bottom plate 6 to be poured is arranged in
The steel skid beam 101 of bottom covers outside steel skid beam 101 and can be along the casing 102 and setting that steel skid beam 101 is slided
Sunpender 103 at 102 top of casing.Sunpender 103 is screw-thread steel sunpender.Sunpender 103 be upward through the middle plate 9 poured and with
External motive device connection, to drive casing 102 to slide along steel skid beam 101 by external motive device.Sunpender on middle plate 9
It is provided with position-limiting tube 10 outside 103, for stablizing the position of sunpender 103, prevents casing 102 from shifting in the construction process.Steel
The bottom interval of skid beam 101 processed is equipped with pulley 11, is conducive to the sliding of casing 102, while preventing steel skid beam 101 and casing 102
It wears.Steel skid beam 101 is made by I-steel, and specific sectional dimension is determined by calculating.Casing 102 is by Two bors d's oeuveres channel steel
It is made, the bottom of casing 102 is equipped with opening 104, and to facilitate pulley 11 to install, 104 length of being open is slided with meeting installation
Subject to wheel 11.6 bottom of bottom plate to be poured is arranged in bed die 2.The setting of operating platform 54 outside of outer side template and with bed die 2
In same level height.The outside of operating platform 5 is also provided with guard rail, guarantees the safety of construction personnel.Inner side template 3
Including the first inner side template 31 of 7 two sides of inside wall to be poured is arranged in and 8 inside of external wall to be poured is arranged in
Second inner side template 32.8 outside of external wall to be poured is arranged in outboard template 4.Between inner side template 3 and bed die 2, outer side mold
Bearing diagonal 12 is equipped between plate 4 and bed die 2, for stablizing inner side template 3 and outboard template 4.
Above-mentioned concrete structure rail against the wind road hanging mobile form frame system construction method the following steps are included:
Step 1: manufacturing and designing concrete structure rail, road suspension moves against the wind according to the sectional dimension and load in rail road against the wind
Dynamic formula form frame system.
Step 2: casing 102 is set in outside steel skid beam 101, the bottom of sunpender 103 is connect with casing 102, sunpender
103 top passes through middle plate 9 and position-limiting tube 10, and connect with external motive device.
Step 3: bed die 2, is then laid on casing 102, operating platform 5 is mounted on bed die 2 by assembling bed die 2
Outside guarantees operating platform 5 and bed die 2 in same level height.
Step 4: carrying out load test when steel skid beam 101 is promoted to apart from 150~250mm of base top and eliminating modeling
Property deformation, be preferably promoted to apart from base top 200mm.
Step 5: the reinforcing bar in binding rail road against the wind.
Step 6: installation inner side template 3 and outboard template 4, between inner side template 3 and bed die 2, outboard template 4 and bottom
Bearing diagonal 12 is installed between mould 2.
Step 7: pouring bottom plate 6, inside wall 7 and external wall 8 and conserving to design strength.
Step 8: spreading steel skid beam 101, loosens bed die 2, external motive device draws sunpender 103, drives casing 102
Along 101 forward slip of steel skid beam to next construction stage.
Step 9: repeating step 4 to eight, until rail against the wind all complete in road by construction.
Step 10: removing inner side template 3 and outboard template 4.
Above embodiment is only that preferred embodiments of the present invention are described, not to the utility model
Range be defined, under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this is practical
The various changes and improvements that novel technical solution is made should all fall into the protection scope that the utility model claims book determines
It is interior.
Claims (7)
1. a kind of concrete structure rail road hanging mobile form frame system against the wind, characterized by comprising:
It hangs mobile mechanism (1), including the steel skid beam (101) of bottom plate to be poured (6) bottom is arranged in, covers in steel skid beam
(101) outside and along the casing (102) that steel skid beam (101) are slided and sunpender at the top of casing (102) can be set
(103), the sunpender (103) is upward through the middle plate (9) poured and connect with external motive device, thus dynamic by outside
Power device drives casing (102) to slide along steel skid beam (101)；
Bottom plate to be poured (6) bottom is arranged in bed die (2)；
Inner side template (3), the first inner side template (31) and setting including inside wall to be poured (7) two sides are arranged in exist
The second inner side template (32) on the inside of external wall (8) to be poured；
Outboard template (4) is arranged on the outside of external wall to be poured (8)；
Operating platform (5), setting are in same level height on the outside of outer side template (4) and with bed die (2).
2. a kind of concrete structure rail according to claim 1 road hanging mobile form frame system against the wind, it is characterised in that:
Position-limiting tube (10) are provided with outside sunpender (103) on the middle plate (9).
3. a kind of concrete structure rail according to claim 1 road hanging mobile form frame system against the wind, it is characterised in that:
The bottom interval of the steel skid beam (101) is equipped with pulley (11).
4. a kind of concrete structure rail according to claim 1 road hanging mobile form frame system against the wind, it is characterised in that:
The steel skid beam (101) is I-steel, and described sleeve pipe (102) is Two bors d's oeuveres channel steel.
5. a kind of concrete structure rail according to claim 4 road hanging mobile form frame system against the wind, it is characterised in that:
There are opening (104) for described sleeve pipe (102) bottom.
6. a kind of concrete structure rail according to claim 1 road hanging mobile form frame system against the wind, it is characterised in that:
The sunpender (103) is screw-thread steel sunpender.
7. a kind of concrete structure rail according to claim 1 road hanging mobile form frame system against the wind, it is characterised in that:
Bearing diagonal (12) are equipped between the inner side template (3) and bed die (2), between outboard template (4) and bed die (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920006962.6U CN209509488U (en) | 2019-01-03 | 2019-01-03 | A kind of concrete structure rail road hanging mobile form frame system against the wind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920006962.6U CN209509488U (en) | 2019-01-03 | 2019-01-03 | A kind of concrete structure rail road hanging mobile form frame system against the wind |
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| CN209509488U true CN209509488U (en) | 2019-10-18 |
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| CN201920006962.6U Active CN209509488U (en) | 2019-01-03 | 2019-01-03 | A kind of concrete structure rail road hanging mobile form frame system against the wind |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109488017A (en) * | 2019-01-03 | 2019-03-19 | 中建南方投资有限公司 | A kind of concrete structure rail road hanging mobile form frame system and construction method against the wind |
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2019
- 2019-01-03 CN CN201920006962.6U patent/CN209509488U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109488017A (en) * | 2019-01-03 | 2019-03-19 | 中建南方投资有限公司 | A kind of concrete structure rail road hanging mobile form frame system and construction method against the wind |
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