CN206233537U - Suspension scaffold for setting up scaffold in prefabricated construction - Google Patents
Suspension scaffold for setting up scaffold in prefabricated construction Download PDFInfo
- Publication number
- CN206233537U CN206233537U CN201621333819.0U CN201621333819U CN206233537U CN 206233537 U CN206233537 U CN 206233537U CN 201621333819 U CN201621333819 U CN 201621333819U CN 206233537 U CN206233537 U CN 206233537U
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- Prior art keywords
- scaffold
- construction
- crossbeam
- wall
- cross beam
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- 238000010276 construction Methods 0.000 title claims abstract description 75
- 239000000725 suspension Substances 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000004873 anchoring Methods 0.000 claims description 8
- 230000002093 peripheral effect Effects 0.000 claims 1
- 230000011218 segmentation Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- Movable Scaffolding (AREA)
Abstract
There is provided the support body of encorbelmenting that scaffold is set up in a kind of confession prefabricated construction, for setting up for construction wall external scaffolding, the construction wall is provided with window hole to the utility model, and the suspension scaffold includes：The many first crossbeams and Duo Gen second cross beams of horizontal positioned, the first crossbeam are fixed on floor, and the second cross beam is arranged in the window hole and forms the support end for setting up the scaffold to extending outside the construction wall；And it is connected to the column of the first crossbeam and second cross beam.The utility model directly stretches out Cantilever Beams from the window hole of exterior wall without being punched on construction wall, and flexible arrangement is easy to use, can improve the construction quality of fabricated construction, can shorten the construction period, cost-saved, is capable of achieving green construction.
Description
Technical field
The utility model is related to the platform of setting up of in building field scaffold, more particularly to a kind of supplies prefabricated assembled knot
The suspension scaffold of scaffold is set up in structure.
Background technology
Closely during the last ten years, console mode external scaffolding, hanging basket and external scaffolding are because of its time-consuming, work consuming, consumptive material and safety guarantor
Many-sided reason such as barrier and economy is gradually eliminated in building engineering construction, particularly in high-rise, construction of super highrise building, is taken
And instead of be builder's jack and attachment type raise scaffold.Overhanging scaffold typically has two kinds：One kind is every layer one and chooses,
Bottom of upright rod is withstood on into the construction sites such as floor, beam or wall, after outward-dipping fixation, cross bar, paving pin hand is set up at an upper portion thereof
Plate shape is into construction layer；Another is multilayer cantilever, and the scaffold of overall height is divided into some sections, is made using Cantilever Beams or suspension scaffold
Scaffold basis segmentation encorbelment segmentation prefabricated construction in set up scaffold builder's jack alien invasion must completely set bridging.
Refering to Fig. 1, traditional Cantilever Beams or suspension scaffold are the opening holes in assembled outer 11, then by Cantilever Beams 12
(or suspension scaffold) wears from the hole for opening up, and is fixed with an anchoring rod 13 in assembling type outer wall, outside assembled
On extension outside wall scaffold is set up in prefabricated construction.But, the method destroys the entirety of assembled architecture
Structure, makes the reduction of its structural strength；And scaffold building needs the sealing hole that will be opened up after terminating, waste the time, influence
The original target of assembled architecture, very big inconvenience is brought to construction.
Utility model content
The purpose of this utility model is exactly the defect for overcoming prior art, there is provided without being opened on the exterior wall of assembled architecture
If hole, from the suspension scaffold that the window hole of exterior wall stretches out, the structural intergrity of assembled architecture is protected, it is ensured that construction is smoothly entered
OK.
To achieve these goals, the utility model sets up encorbelmenting for scaffold in providing a kind of confession prefabricated construction
Frame, for the platform of setting up of construction wall external scaffolding, construction wall is provided with window hole, and suspension scaffold includes：
The many first crossbeams and Duo Gen second cross beams of horizontal positioned, the first crossbeam are fixed on floor, and described
Two crossbeams are arranged in the window hole to the support end extended outside the construction wall for setting up the scaffold；And connection
In the first crossbeam and the column of second cross beam.
The beneficial effects of the utility model are that the window hole directly being had by oneself in itself by wearing construction wall is installed and fixed
Cantilever Beams, and from the opening holes on construction wall, protect the structural intergrity of construction wall, it is ensured that construction is smoothly entered
OK.
Further improvement of the utility model is：One end away from the construction wall of the first crossbeam is provided with one
Anchoring rod, for fixing the first crossbeam.The effect of anchoring rod is that whole suspension scaffold and construction wall are fixed on into one
Rise, to ensure to be set up in prefabricated construction on second cross beam the security performance of scaffold.
Further improvement of the utility model is：A diagonal brace is provided between the first crossbeam and the second cross beam
Beam, the raker beam is oblique double angle.Raker beam can efficiently transmit the moment of flexure of first crossbeam and second cross beam junction,
Increase the overall structure rigidity of suspension beam.
Further improvement of the utility model is：The first crossbeam and the second cross beam are many, and along building
Wall periphery interval setting.Many are set according to the wall length to be constructed, to ensure needing the prefabricated dress in region of construction
With setting up scaffold in formula structure.
Further improvement of the utility model is：Between many first crossbeams and many second cross beams it
Between be provided with tie-beam.
Further improvement of the utility model is：The first crossbeam and the second cross beam are I-steel, described
The two ends of tie-beam are fixedly arranged on the web of the I-steel respectively, and the tie-beam is double angle.
Brief description of the drawings
Fig. 1 is the schematic diagram of existing Cantilever Beams；
Fig. 2 is the front view for setting up the suspension scaffold of scaffold in prefabricated construction；
Fig. 3 is the left view for setting up the suspension scaffold of scaffold in prefabricated construction；
Fig. 4 is the top view for setting up the suspension scaffold of scaffold in prefabricated construction.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
With the update of building trade, it is contemplated that time of construction, cost limitation and security, for high-rise or
The construction of person's high-rise building, the application of overhanging scaffold is just more and more extensive.But traditional overhanging scaffold be
Hole is opened up on the construction wall for having puzzled, as shown in figure 1, then Cantilever Beams are stretched out outside construction wall from hole, will
A part of Cantilever Beams anchoring rod in construction wall is fixed on floor, finally in encorbelmenting for stretching out outside construction wall
Scaffold is set up on beam in prefabricated construction.But this kind of scheme causes that the structure of construction wall wrecks, structure is strong
Degree is reduced, and needs to be blocked after scaffold building terminates, and wastes the time.The utility model using exist difference in height and
The first crossbeam and second cross beam connected using column, first crossbeam is fixed with anchoring rod, and second cross beam stretches out building wall
On body original window hole forms support end to set up scaffold in prefabricated construction, it is to avoid to the structure of construction wall
Destruction.Structure of the present utility model is described further with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 2, the utility model is the suspension scaffold that scaffold is set up in a kind of confession prefabricated construction, in height
Scaffold is set up in the outer prefabricated construction of layer construction wall, the construction wall is provided with window hole, and the suspension scaffold includes：The
One crossbeam 2, second cross beam 3 and column 4.First crossbeam 2 and second cross beam 3 be many and be horizontal positioned, wherein the
One crossbeam 2 is horizontally fixed on the floor of building, and second cross beam 3 extends horizontally through the window hole on construction wall 1
Used as the support end that scaffold is set up in prefabricated construction, scaffold 7 just rides upon second cross beam 3 and stretches out building a part
In a part for wall 1, connected with column 4 between first crossbeam 2 and second cross beam 3, become an entirety.
First crossbeam 2 is tensed and is fixed on floor away from one end of construction wall with an anchoring rod and floor, and first
Crossbeam 2 is connected by column near one end of construction wall 1 with second cross beam 3, and the height of the column of selection should be with floor to building
The distance of walling body is corresponding so that the window hole that second cross beam can be passed through on construction wall 1 extends support end.
As preferred embodiment of the present utility model, in order to ensure the utility model for setting up pin in prefabricated construction
The structural strength of the suspension scaffold of hand cradle, increases its security and service life, and a raker beam 5 is provided near column to connect
First crossbeam 2 and second cross beam 3, raker beam 5 can be transmitted efficiently at column 4 and first crossbeam 2 and the conversion of second cross beam 3
Moment of flexure, increase its structural strength, improve its service life.
With reference to Fig. 3,4, because the periphery of construction wall is more long, construction area is wider, so the area that scaffold 7 is set up will
The field constructed according to it determines, so length of the quantity of the first crossbeam 2 for setting and second cross beam 3 according to construction wall
And the number of the window hole on construction wall 1 is set to many, usual two or three meter sets one.
Used as preferred embodiment of the present utility model, first crossbeam 2 and second cross beam 3 take I-steel, I-shaped ladle
The web of centre is included, is connected with tie-beam 6 between many first crossbeams and between many second cross beams, become one
Individual entirety.The tie-beam 6 is double angle, will two angle steel are back-to-back is welded together, then the end of angle steel is connected
It is connected on the web of the I-steel of first crossbeam or second cross beam.
In construction, the suitable I-steel of a segment length is intercepted as first crossbeam 2 and second cross beam 3, by first crossbeam 2
It is placed vertically on floor with web, one end of first crossbeam 2 is offered at window hole on construction wall 1.Measure
One beam surface upper and the distance of window hole, intercept one end I-steel as column 4, are welded to the surface of first crossbeam,
Second cross beam 3 is stretched out on construction wall 1 window hole again, the mode and column 4 of one end welding in construction wall
Upper surface is connected, and a raker beam 5 is welded near column 4, between second cross beam and first crossbeam, then by first crossbeam
One end anchoring rod 8 away from construction wall 1 is fixed on floor.In order to will be between all of first crossbeam and all of
An entirety is connected between second cross beam, tie-beam 6 is welded between first crossbeam or second cross beam, tie-beam is two
The double angle that the individual back-to-back welding of angle steel is formed.The last prefabricated construction on the second cross beam 3 stretched out outside construction wall 1
In set up scaffold.
The utility model directly stretches out Cantilever Beams from the window hole of exterior wall without being punched on construction wall, arrangement spirit
It is living, it is easy to use, the problems that traditional overhanging type steel brings to assembling type outer wall are overcome, applying for fabricated construction can be improved
Working medium amount, can shorten the construction period, cost-saved, be capable of achieving green construction.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Various changes are made to the utility model according to described above.Thus, before claim objective of the present utility model is not violated
Put, some of embodiment details should not be constituted to restriction of the present utility model, and the utility model will be with appended claims
The scope that book is defined is used as protection domain.
Claims (6)
1. a kind of suspension scaffold for setting up scaffold in prefabricated construction, by scaffold building in outside construction wall, institute
State construction wall and be provided with window hole, it is characterised in that the suspension scaffold includes：
The many first crossbeams and Duo Gen second cross beams of horizontal positioned, the first crossbeam are fixed on floor, and described second is horizontal
Beam is arranged in the window hole and forms the support end for setting up the scaffold to extending outside the construction wall；And
It is connected to the column of the first crossbeam and second cross beam.
2. suspension scaffold as claimed in claim 1, it is characterised in that the first crossbeam leads to away from one end of the construction wall
An anchoring rod is crossed to be fixed on the floor.
3. suspension scaffold as claimed in claim 1, it is characterised in that be provided between the first crossbeam and the second cross beam
Raker beam, the raker beam is oblique double angle.
4. suspension scaffold as claimed in claim 1, it is characterised in that many first crossbeams and second cross beam described in Duo Gen are equal
Along the peripheral interval setting of the construction wall.
5. suspension scaffold as claimed in claim 4, it is characterised in that between many first crossbeams and many described second
Tie-beam is provided between crossbeam.
6. suspension scaffold as claimed in claim 5, it is characterised in that the first crossbeam and the second cross beam are I-shaped
Steel, the two ends of the tie-beam are fixedly arranged on the web of the corresponding I-steel respectively, and the tie-beam is double angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621333819.0U CN206233537U (en) | 2016-12-07 | 2016-12-07 | Suspension scaffold for setting up scaffold in prefabricated construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621333819.0U CN206233537U (en) | 2016-12-07 | 2016-12-07 | Suspension scaffold for setting up scaffold in prefabricated construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233537U true CN206233537U (en) | 2017-06-09 |
Family
ID=58977863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621333819.0U Expired - Fee Related CN206233537U (en) | 2016-12-07 | 2016-12-07 | Suspension scaffold for setting up scaffold in prefabricated construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233537U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
| CN108442678A (en) * | 2018-05-01 | 2018-08-24 | 浙江绿城房屋服务系统有限公司 | Slope roof type skin repair crosshead and its construction method |
| CN108560892A (en) * | 2018-03-21 | 2018-09-21 | 北京城建科技促进会 | A kind of hoisting type modularization scaffold and its installation method |
-
2016
- 2016-12-07 CN CN201621333819.0U patent/CN206233537U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
| CN108560892A (en) * | 2018-03-21 | 2018-09-21 | 北京城建科技促进会 | A kind of hoisting type modularization scaffold and its installation method |
| CN108442678A (en) * | 2018-05-01 | 2018-08-24 | 浙江绿城房屋服务系统有限公司 | Slope roof type skin repair crosshead and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |