CN209259053U - A kind of vertical turnover device for stacking precast concrete wall panel - Google Patents
A kind of vertical turnover device for stacking precast concrete wall panel Download PDFInfo
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- CN209259053U CN209259053U CN201821801058.6U CN201821801058U CN209259053U CN 209259053 U CN209259053 U CN 209259053U CN 201821801058 U CN201821801058 U CN 201821801058U CN 209259053 U CN209259053 U CN 209259053U
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- precast concrete
- concrete wall
- wall panel
- steel
- turnover device
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Abstract
The utility model relates to a kind of vertical turnover devices for stacking precast concrete wall panel, including horizontal base, and steel shoe, the two has certain angle, and is fixedly connected by triangular support bracket；It reinforces steel arm and triangular support bracket is arranged in a crossed manner, and the two is fixedly connected by peg；Steel arm lower end is reinforced to be fixedly connected with steel shoe bottom；The steel shoe, reinforce steel arm horizontal base on be each provided with it is being arranged in pairs, inwardly to precast concrete wall panel to be flipped compress, and compress the adjustable fixing bolt of degree；The steel shoe back has certain radian, to mitigate the weight of prefabricated panel and the turnover device in switching process to the percussion of steel shoe.The utility model improves prefabricated panel scene and overturns efficiency；Avoid the destruction problem that scene is generated by prefabricated panel overturning；Have the characteristics that lifting speed is fast, guarantee wallboard globality, has ensured wallboard quality, improved engineering efficiency and safety.
Description
Technical field
The utility model relates to a kind of auxiliary tools of precast concrete wall panel, are that a kind of vertical stacking is pre- specifically
The turnover device of concrete panel processed.
Background technique
Prefabrication technology is a kind of Building technology greatly developed, with energy conservation and environmental protection, improve efficiency and
Construction quality, even more the only way which must be passed of construction industry transition and upgrade.Precast concrete wall panel is as the important of prefabrication
Component part, the development level of technology especially site operation level will affect the development of entire assembled architecture.
Traditional precast concrete wall panel is directly transported to construction site by transport vehicle, to save space at the scene by dedicated goods
Frame is stacked.If to carry out 90 ° of overturnings to prefabricated panel at the scene, monolith wallboard multiple spot need to be sling into simultaneously water first
Placing flat, then overturn by changing hoisting point position.On the one hand it will increase live slinging work amount, and reduce site operation effect
Rate, on the other hand wallboard lower part is directly contacted with ground when the overturning of scene, be easy to cause lower part wallboard to crack, it is hidden quality occur
Suffer from.
Utility model content
The purpose of this utility model is: providing a kind of precast concrete wall panel turnover device and hanging method, improves prefabricated
Wallboard scene overturns efficiency；Guarantee the safety of in-situ precast wallboard overturning；Avoid what scene was generated by prefabricated panel overturning
Destruction problem；Improve the degree of site machineryization construction.
The utility model takes following technical scheme:
A kind of vertical turnover device for stacking precast concrete wall panel, including horizontal base 1, steel shoe 2, the two have one
Clamp angle, and be fixedly connected by triangular support bracket 3；It reinforces steel arm 4 and triangular support bracket 3 is arranged in a crossed manner, and the two passes through bolt
Nail is fixedly connected；4 lower end of steel arm is reinforced to be fixedly connected with 2 bottom of steel shoe；The steel shoe 2 reinforces 4 horizontal base 1 of steel arm
On be each provided with it is being arranged in pairs, inwardly to precast concrete wall panel to be flipped compress, and compress degree it is adjustable solid
Determine bolt 5；2 back of steel shoe has certain radian, is being turned over mitigating the weight of prefabricated panel and the turnover device
To the percussion of steel shoe 2 in journey.
Further, the hold-down bolt medial end fixed setting expands chassis 6.
Further, gasket 8 is set at the expansion chassis 6.
Further, with the position on the expansion chassis 6 for reinforcing steel arm 4 and 1 corresponding position of horizontal base, one is connected firmly
Matter backing plate 7, the hard backing plate 7 is for being fixed precast concrete wall panel to be flipped.
Further, and at the horizontal corresponding position of the horizontal base 1, one block of chock plate 9 is set, is turned over for treating
Turn precast concrete wall panel to be supported.
A kind of hanging method of the turnover device of above-mentioned vertical stacking precast concrete wall panel, comprising the following steps:
S1, hard backing plate 7 is placed；
S2, the precast concrete wall panel for being transported to construction site and vertically having been stacked is hoisted on the turnover device,
Guarantee that precast concrete wall panel is located at the middle part of horizontal base 1 as far as possible；
S3, hard backing plate 7, gasket 8 are clamped by fixing bolt 5 and precast concrete wall panel surface, and check it is errorless after
Suspension hook on precast concrete wall panel is released；
S4, suspension hook is mounted on to precast concrete wall panel side, slowly pulls suspension hook, towards 90 ° of 2 one side to overturn of steel shoe.
The utility model has the beneficial effects that:
1) it improves prefabricated panel scene and overturns efficiency；
2) guarantee the safety of in-situ precast wallboard overturning；
3) the destruction problem that scene is generated by prefabricated panel overturning is avoided；
4) degree of site machineryization construction is improved.
5) have the characteristics that lift that speed is fast, guarantees wallboard globality, ensured wallboard quality, improve engineering efficiency and
Safety；
6) steel shoe cambered design can greatly reduce the impact force that turnover device generates in switching process；
7) using hard backing plate, chock plate, fixing bolt, gasket etc., it ensure that prefabricated panel does not occur in switching process
Sliding and deflection, ensure that the safety in wallboard hoisting process；
8) structure is simple, easy to implement, has wide application prospect in precast concrete wall panel site operation.
Detailed description of the invention
Fig. 1 is the turnover device that the utility model vertically stacks precast concrete wall panel, after installing precast concrete wall panel
Schematic diagram.
Fig. 2 is the main view for the turnover device that the utility model vertically stacks precast concrete wall panel.
Fig. 3 is the left view for the turnover device that the utility model vertically stacks precast concrete wall panel.
Fig. 4 is the top view for the turnover device that the utility model vertically stacks precast concrete wall panel.
Fig. 5 is the turnover device that the utility model vertically stacks precast concrete wall panel, lifting installation pre-cast concrete walling
Main view after plate.
Fig. 6 is the schematic diagram for implementing rotary movement one.
Fig. 7 is the schematic diagram for implementing rotary movement two.
Fig. 8 has been the schematic diagram of overturning in 90 °.
In figure, 1. horizontal bases, 2. steel shoes, 3. triangular support brackets, 4. reinforce steel arm, and 5. fixing bolts, 6. expand chassis,
7. hard backing plate, 8. gaskets, 9. chock plates, 10 bolts hole.
Specific embodiment
The present invention will be further described in the following with reference to the drawings and specific embodiments.
Referring to Fig. 1-Fig. 8, a kind of vertical turnover device for stacking precast concrete wall panel, including horizontal base 1, steel shoe
2, the two has certain angle, and is fixedly connected by triangular support bracket 3；It reinforces steel arm 4 and triangular support bracket 3 is arranged in a crossed manner,
And the two is fixedly connected by peg；4 lower end of steel arm is reinforced to be fixedly connected with 2 bottom of steel shoe；The steel shoe 2 reinforces steel
Be each provided on 4 horizontal base 1 of arm it is being arranged in pairs, inwardly to precast concrete wall panel to be flipped compress, and compress journey
Spend adjustable fixing bolt 5；2 back of steel shoe has certain radian, to mitigate prefabricated panel and the turnover device
Weight is in switching process to the percussion of steel shoe 2.
In this embodiment, referring to Fig. 1-4, the hold-down bolt medial end fixed setting expands chassis 6.
In this embodiment, referring to Fig. 1-2, gasket 8 is set at the expansion chassis 6.
In this embodiment, the portion referring to Fig. 1-2, with the expansion chassis 6 for reinforcing steel arm 4 and 1 corresponding position of horizontal base
Position connects a hard backing plate 7, and the hard backing plate 7 is for being fixed precast concrete wall panel to be flipped.
In this embodiment, one block of chock plate is set at the horizontal corresponding position of the horizontal base 1 referring to Fig. 1-2
9, for being supported to precast concrete wall panel to be flipped.
As viewed in figures 5-8, when specific lifting, comprising the following steps:
S1, hard backing plate 7 is placed；
S2, the precast concrete wall panel for being transported to construction site and vertically having been stacked is hoisted on the turnover device,
Guarantee that precast concrete wall panel is located at the middle part of horizontal base 1 as far as possible；
S3, hard backing plate 7, gasket 8 are clamped by fixing bolt 5 and precast concrete wall panel surface, and check it is errorless after
Suspension hook on precast concrete wall panel is released；
S4, suspension hook is mounted on to precast concrete wall panel side, slowly pulls suspension hook, towards 90 ° of 2 one side to overturn of steel shoe.
The utility model improves prefabricated panel scene and overturns efficiency；Guarantee the safety of in-situ precast wallboard overturning；It avoids
The destruction problem that scene is generated by prefabricated panel overturning；Improve the degree of site machineryization construction；The fast, guarantor with lifting speed
The characteristics of demonstrate,proving wallboard globality, has ensured wallboard quality, has improved engineering efficiency and safety；Steel shoe cambered design, can be big
The big impact force for reducing turnover device and being generated in switching process；Using hard backing plate, chock plate, fixing bolt, gasket etc., guarantee
Prefabricated panel does not occur in switching process to slide and deflect, and ensure that the safety in wallboard hoisting process；Structure is simple,
It is easy to implement, there is wide application prospect in precast concrete wall panel site operation.
It is the preferred embodiment of the utility model above, those of ordinary skill in the art can also carry out respectively on this basis
Kind of transformation improves, these transformation or improve all should belong to practical under the premise of not departing from the utility model total design
It is novel it is claimed within the scope of.
Claims (5)
1. a kind of vertical turnover device for stacking precast concrete wall panel, it is characterised in that:
Including horizontal base (1), steel shoe (2), the two has certain angle, and is fixedly connected by triangular support bracket (3)；
It reinforces steel arm (4) and triangular support bracket (3) is arranged in a crossed manner, and the two is fixedly connected by peg；Reinforce steel arm (4) lower end
It is fixedly connected with steel shoe (2) bottom；
The steel shoe (2), reinforce steel arm (4) horizontal base (1) on be each provided with it is being arranged in pairs, inwardly to be flipped
Precast concrete wall panel compresses, and compresses the adjustable fixing bolt of degree (5)；
Steel shoe (2) back has certain radian, to mitigate the weight of prefabricated panel and the turnover device in switching process
In to the percussions of steel shoe (2).
2. the vertical turnover device for stacking precast concrete wall panel as described in claim 1, it is characterised in that: the fixed spiral shell
The fixed setting of bolt medial end expands chassis (6).
3. the vertical turnover device for stacking precast concrete wall panel as claimed in claim 2, it is characterised in that: the expansion bottom
Gasket (8) are set at disk (6).
4. the vertical turnover device for stacking precast concrete wall panel as claimed in claim 2, it is characterised in that: with reinforcing steel arm
(4) and the position on the expansion chassis (6) of horizontal base (1) corresponding position a hard backing plate (7), the hard backing plate, are connected
(7) for being fixed to precast concrete wall panel to be flipped.
5. the vertical turnover device for stacking precast concrete wall panel as claimed in claim 2, it is characterised in that: with the level
At the horizontal corresponding position of pedestal (1), one piece of chock plate (9) is set, for being supported to precast concrete wall panel to be flipped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821801058.6U CN209259053U (en) | 2018-11-02 | 2018-11-02 | A kind of vertical turnover device for stacking precast concrete wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821801058.6U CN209259053U (en) | 2018-11-02 | 2018-11-02 | A kind of vertical turnover device for stacking precast concrete wall panel |
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| Publication Number | Publication Date |
|---|---|
| CN209259053U true CN209259053U (en) | 2019-08-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821801058.6U Active CN209259053U (en) | 2018-11-02 | 2018-11-02 | A kind of vertical turnover device for stacking precast concrete wall panel |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109335605A (en) * | 2018-11-02 | 2019-02-15 | 上海宝岳住宅工业有限公司 | A kind of vertical turnover device for stacking precast concrete wall panel |
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2018
- 2018-11-02 CN CN201821801058.6U patent/CN209259053U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109335605A (en) * | 2018-11-02 | 2019-02-15 | 上海宝岳住宅工业有限公司 | A kind of vertical turnover device for stacking precast concrete wall panel |
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