CN209350533U - A kind of concreting mold assembly overturning platform - Google Patents
A kind of concreting mold assembly overturning platform Download PDFInfo
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- CN209350533U CN209350533U CN201821239204.0U CN201821239204U CN209350533U CN 209350533 U CN209350533 U CN 209350533U CN 201821239204 U CN201821239204 U CN 201821239204U CN 209350533 U CN209350533 U CN 209350533U
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- buffer
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- pedestal
- sliding block
- sliding rail
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Abstract
The utility model discloses a kind of concreting mold assembly to overturn platform.Including assembly mounting platform, platform one end is arranged turnover mechanism, turnover mechanism include assembly be integrally connected be articulated with level ground pedestal, ground level arranges two sliding rails, every sliding rail one end is provided with buffer, has sliding block buffer front end in sliding rail mobile；Pedestal and sliding block are hinged with slide arm both ends respectively；For buffer in base turning, sliding block is mobile and contacts buffer realization buffering.Displacement of the utility model using damp type overturning platform for assembly is erect, platform by with steel reinforcement cage and pour pedestal that mold assemblies are connected as one ground be fixed on by articulated structure, complete to tie up and combine install after can directly carry out overturning setting；The overturning sliding block that front end is arranged when standing upright is contacted with buffer, buffers impulse force when standing upright, is made whole more stable safety, is realized the slow setting of mold entirety, improve operation stability and safety.
Description
Technical field
The utility model belongs to Architectural Equipment design field, especially belongs to concrete placing installation design and manufacturing technology
Field, in particular to it is a kind of to overturn platform for concreting mold assembly used in concreting process.
Background technique
It is usually to pour construction in construction ground scene progress bridge pier that existing highway bridge, which is built, then carries out box girder webs
Or will be completed after the synthesis construction of prefabricated profiled box beam, building technology is required to carry out large-scale cast in situs construction.With
Being constantly progressive for bridge construction technology, bridge construction scale is increasing, pours and builds for carrying out bridge pier at construction ground scene
It makes and is usually limited by conditions such as environment, construction organization is sufficiently complex, and construction cost is high, and the construction period is long.
Have at present and carry out the prefabricated construction technology poured of bridge pier in scale pre-fabricated factory, batch production is prefabricated, and pour can be with
It significantly saves the time, guarantees construction duration, while can more guarantee quality, save the cost and reduction security risk.Usually exist
It includes: the tying up of steel reinforcement cage, the combination installation and concreting of bridge pier mold that prefabricated pour of bridge pier is carried out under the conditions of batch production
Etc. techniques；Wherein, since bridge pier usually height is higher, steel reinforcement cage and mold are completed using the method laterally tied up and installed
Tie up with mold installation after overturn casting concrete again of attentioning, since steel reinforcement cage and mold weight are larger, and with bridge pier bottom
Seat combines as a whole, and overturns in attentioning and usually occurs swinging and controlling the insecurity factors such as difficulty.
Summary of the invention
Deficiency discloses a kind of concreting mold assembly overturning platform to the utility model according to prior art.This reality
It to solve the problems, such as to be to provide a kind of concreting mold assembly overturning platform with cushion performance with novel, it is flat using this
When the assembly of platform progress steel reinforcement cage and mold overturns operation, steel reinforcement cage and bridge pier mold assemblies are attentioned by laterally horizontally-arranged overturning
Be not in vertical preceding unexpected swing into vertical placement process, can be realized the slow setting of mold entirety, improve work
Industry stability and safety.
The utility model is achieved through the following technical solutions:
Concreting mold assembly overturn platform, including for concreting steel reinforcement cage and mold assemblies installation
Platform, it is characterised in that:
Turnover mechanism is arranged in platform one end, and the turnover mechanism with flowering structure by being constituted:
Can with steel reinforcement cage and pour the pedestal that mold assemblies are integrally connected, the hinge that pedestal is articulated with level ground connects
It is can be achieved on lug from vertically to horizontal overturning；
Ground level arranges two sliding rails, and every sliding rail one end is provided with buffer, has sliding block in sliding rail before buffer
End movement；
Pedestal and sliding block are hinged with slide arm both ends respectively；
For buffer in free state forward terminal location arrangements when base turning inclination 30-45 is spent, slide arm drives sliding block to move
The dynamic position that can contact buffer.
Buffer described further is buffer spring, and spring one end is arranged in sliding rail outer end.
Further sliding rail is groove structure, and buffer front end arranges that sliding block is in the groove of buffer front end in a groove
It is mobile.
The sliding rail has bumper end to be provided with backstop, sliding block endpoint location when backstop is set to pedestal horizontality.
The utility model is used to tie up the steel reinforcement cage and pour that completion and combination are installed using damp type overturning platform
The displacements of mold assemblies is erect, platform by with steel reinforcement cage and pour the pedestal that mold assemblies are connected as one and pass through and hingedly tie
Structure is fixed on ground, and completion can directly carry out overturning setting after tying up and combining installation；Due to steel reinforcement cage and mold assemblies
For metal component, weight is larger, is overturning when standing upright, when center of gravity changes, due to gravity, and steel reinforcement cage and set of molds
Zoarium can be accelerated across equalization point, and Integral swinging, suspender and assembly often occurs in excessive impact force, and there are huge safety is hidden
Suffer from；The utility model uses Damping sliding rail structure, when center of gravity is displaced on integrated pedestal, the sliding block and buffering of front end setting
Device contact, buffers impulse force when standing upright, makes whole more stable safety, realizes the slow setting of mold entirety, it is steady to improve operation
Qualitative and safety.
Detailed description of the invention
Fig. 1 is the utility model prefabricated platform turnover mechanism structural schematic diagram；
Fig. 2 is the utility model prefabricated platform turnover mechanism rollover states schematic diagram；
Fig. 3 is that the utility model prefabricated platform turnover mechanism is totally turned over status diagram；
Fig. 4 is the prefabricated platform structural schematic diagram for including turnover mechanism.
In figure, A is pedestal, and B is buffer, and C is pedestal hinge position, and D is sliding block hinge position, and E is sliding block, and F is sliding rail, H
It is slide arm, I is backstop.
Specific embodiment
The present invention will be further described With reference to embodiment, and specific embodiment is to the utility model
The further explanation of principle, does not limit the utility model in any way, and technology same or like with the utility model does not have
Range beyond the utility model protection.
In conjunction with attached drawing.
Concreting mold assembly overturns platform, the assembly peace including steel reinforcement cage and mold for concreting
Assembling platform.
Turnover mechanism is arranged in platform one end, and turnover mechanism with flowering structure by being constituted:
Can with steel reinforcement cage and pour the pedestal A that mold is integrally connected, pedestal A is articulated with the hinge engaging lug of level ground
It is upper to can be achieved from vertically to horizontal overturning；
Ground level arranges two sliding rail F, and every one end sliding rail F is provided with buffer B, has sliding block E to buffer in sliding rail F
The front end device B is mobile；
Pedestal A and sliding block E is hinged with the both ends slide arm H respectively；
For buffer B in free state forward terminal location arrangements when pedestal A tip tilt 30-45 is spent, slide arm H drives sliding block
The mobile position that can contact buffer B E.
This example buffer B is buffer spring, and spring one end is arranged in the outer end sliding rail F.Sliding rail F is groove structure, buffering
The front end device B arranges that sliding block E is moved in the groove of the front end buffer B in a groove.
The utility model sliding rail F has the end buffer B to be provided with backstop I, sliding block E when backstop I is set to pedestal A horizontality
Endpoint location.
As shown in Figure 1, Figure 2, Figure 3 shows, Fig. 1 is the utility model prefabricated platform turnover mechanism structural schematic diagram, and Fig. 2 is this reality
With novel prefabricated platform turnover mechanism rollover states schematic diagram, Fig. 3 is that the utility model prefabricated platform turnover mechanism is totally turned over
Status diagram；The platform that mold assemblies installation was tied up and poured to steel reinforcement cage is not represented in above-mentioned figure, is merely representative of
Turnover mechanism, Fig. 1 are pedestal A upright state, the state steel reinforcement cage and to pour mold be accumbency state；Fig. 2 is pedestal A inclination
State, the state steel reinforcement cage and pours mold and also tilts, and pedestal A drives sliding block E mobile and comes into contact with buffering by slide arm H
The front end of device B, buffer B compress and buffer steel reinforcement cage and pour the impact of mold assemblies setting；Fig. 3 is complete compression shape
State, steel reinforcement cage and pours mold and has erect completion.
The utility model buffer B preferably uses spring buffer, and spring may be mounted in sliding rail F groove, can also portion
Divide and be mounted in sliding rail F groove, is partially installed in the limitation cylinder of the outer end sliding rail F, however, which kind of structure, has slow in sliding rail F
It rushes the end device B and is provided with backstop I, sliding block E endpoint location, backstop I can be limited further when backstop I is set to pedestal A horizontality
The movement of position sliding block E, guarantees the safety of overturning.
Fig. 4 is the prefabricated platform structural schematic diagram for including turnover mechanism, is tied up including the steel reinforcement cage for concreting
With pour mold assemblies mounting platform, turnover mechanism is set to platform one end.
Claims (4)
1. a kind of concreting mold assembly overturns platform, including the steel reinforcement cage and mold assemblies for concreting
Mounting platform, it is characterised in that:
Platform one end is provided with turnover mechanism, and the turnover mechanism with flowering structure by being constituted:
The pedestal (A) that can be integrally connected with steel reinforcement cage and mold assemblies, pedestal (A) are articulated with the hinge connection of level ground
It is can be achieved on ear from vertically to horizontal overturning；
Ground level arranges two sliding rails (F), and every sliding rail (F) one end is provided with buffer (B), has sliding block (E) at sliding rail (F)
The middle buffer front end (B) is mobile；
Pedestal (A) and sliding block (E) are hinged with the both ends slide arm (H) respectively；
Buffer (B) in free state forward terminal location arrangements when pedestal (A) tip tilt 30-45 is spent, slide by slide arm (H) driving
The mobile position that can contact buffer (B) of block (E).
2. concreting mold assembly according to claim 1 overturns platform, it is characterised in that: the buffer (B)
It is buffer spring, spring one end is arranged in the outer end sliding rail (F).
3. concreting mold assembly according to claim 1 overturns platform, it is characterised in that: the sliding rail (F) is
Groove structure, the buffer front end (B) arrange that sliding block (E) moves in the groove of the front end buffer (B) in a groove.
4. concreting mold assembly according to claim 1 or 2 or 3 overturns platform, it is characterised in that: the sliding rail
(F) end buffer (B) is provided with backstop (I), sliding block (E) endpoint location when backstop (I) is set to pedestal (A) horizontality.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821239204.0U CN209350533U (en) | 2018-08-02 | 2018-08-02 | A kind of concreting mold assembly overturning platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821239204.0U CN209350533U (en) | 2018-08-02 | 2018-08-02 | A kind of concreting mold assembly overturning platform |
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| Publication Number | Publication Date |
|---|---|
| CN209350533U true CN209350533U (en) | 2019-09-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821239204.0U Active CN209350533U (en) | 2018-08-02 | 2018-08-02 | A kind of concreting mold assembly overturning platform |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281674A (en) * | 2020-11-09 | 2021-01-29 | 成都交投建筑工业化有限公司 | Construction method for horizontal turning and straightening of pier stud |
| CN114619416A (en) * | 2022-05-16 | 2022-06-14 | 立臻精密智造(昆山)有限公司 | Damping type turnover device |
-
2018
- 2018-08-02 CN CN201821239204.0U patent/CN209350533U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281674A (en) * | 2020-11-09 | 2021-01-29 | 成都交投建筑工业化有限公司 | Construction method for horizontal turning and straightening of pier stud |
| CN114619416A (en) * | 2022-05-16 | 2022-06-14 | 立臻精密智造(昆山)有限公司 | Damping type turnover device |
| CN114619416B (en) * | 2022-05-16 | 2022-08-02 | 立臻精密智造(昆山)有限公司 | Damping type turnover device |
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