CN207794582U - A kind of hanging large span combination support for shuttering - Google Patents
A kind of hanging large span combination support for shuttering Download PDFInfo
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- CN207794582U CN207794582U CN201820016836.4U CN201820016836U CN207794582U CN 207794582 U CN207794582 U CN 207794582U CN 201820016836 U CN201820016836 U CN 201820016836U CN 207794582 U CN207794582 U CN 207794582U
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- steel
- channel steel
- support
- shuttering
- beam channel
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Abstract
The utility model is related to build form erecting technology field, more particularly to a kind of hanging large span combines support for shuttering, including being set up in two secondary beam channel steels being arranged side by side on hanging structure layer lower layer Vierendeel girder, overhang in steel corbel and the horizontal bridge being spliced to form by Bailey bracket and longitudinal bridge on frame column, the steel corbel is disposed side by side on the both ends of the secondary beam channel steel, the bottom of the horizontal bridge is erected in the C-channel of the secondary beam channel steel, it is provided with scaffold board above the horizontal bridge, the long beam channel steel of system is equipped with above the scaffold board, the long beam channel steel of system is spaced apart, the longitudinal direction bridge is erected on two steel corbels of secondary beam channel steel the same end.The Bailey truss cantilever translation that the utility model use site on skyscraper is built, which is plugged into, builds the formwork platform of aerial vestibule behind opposite bank, and the working security good period is short, Bailey truss convenient for lease and can Reusability, construction cost is low, economic benefit.
Description
Technical field
The utility model is related to build form erecting technology field, more particularly to a kind of hanging large span combines support for shuttering.
Background technology
With the raising of domestic construction level, occur the aerial of cast in place reinforced bar silicon structure on more and more skyscrapers
Vestibule.Since reinforcing bar silicon can not bear external force before solidification, applies man-hour requirement and build a formwork use in the air high in advance
Operation platform, support for shuttering and scaffold are set on it and carry out pouring construction.It is existing to be hung between two high-rises
Analysis frame makees the analysis frame that the construction method of platform needs job execution in the air to build two buildings of connection, and constructing operation is complicated, peace
Full property is low, and operation is long in time limit, and progress is slow, and entire construction cost is high.
Utility model content
The purpose of this utility model is to provide a kind of hanging large span combination support for shuttering, stable structure, convenient and quick construction.
The above-mentioned purpose of the utility model technical scheme is that：A kind of hanging large span combination branch
Mould bases, including two secondary beam channel steels being arranged side by side on hanging structure layer lower layer Vierendeel girder, overhanging are set up on frame column
Steel corbel and the horizontal bridge being spliced to form by Bailey bracket and longitudinal bridge, the steel corbel are disposed side by side on the secondary beam slot
The bottom at the both ends of steel, the horizontal bridge is erected in the C-channel of the secondary beam channel steel, and the top of the horizontal bridge is set up
There is scaffold board, the long beam channel steel of system is equipped with above the scaffold board, the long beam channel steel of system is spaced apart, the longitudinal direction bridge frame
It is provided on two steel corbels of secondary beam channel steel the same end.
Preferably, the steel corbel is equipped with the baffle for preventing the horizontal bridge transverse shifting.
Preferably, the baffle is channel steel of the C-channel notch towards horizontal bridge.
Preferably, the lower section of the steel corbel is equipped with diagonal brace, the upper end of the diagonal brace is welded on the steel corbel,
Lower end is equipped with the support channel steel for being used to support the diagonal brace.
Preferably, the support channel steel is to be embedded on frame column, the support channel steel stretches out the length outside frame column
For 150-200mm.
Preferably, the lower end of the diagonal brace is supported in the C-channel of the support channel steel.
Preferably, the C-channel notch of the long beam channel steel of system is arranged upward, it is equipped in slot for being set with steel pipe formwork
The mounting post of bar is erected, the mounting post is to be welded on the vertical reinforcing bar of the long beam channel steel of system.
Preferably, the spacing of the long beam channel steel of system is 800-900mm.
Preferably, the scaffold board includes frame and scaffold board face, the scaffold board face is fixed on frame, the frame
The both ends of frame are equipped with hook, described to hang on horizontal bridge, and the lower surface in the scaffold board face is equipped with to be set in right-angled intersection
The support bar set, the side that the scaffold board is located at width direction are set there are two fillet.
The beneficial effects of the utility model：The Bailey truss cantilever that the utility model use site on skyscraper is built
Translation, which is plugged into, builds the formwork platform of aerial vestibule behind opposite bank, and the working security good period is short, and Bailey truss is convenient for leasing and can
Reusability, construction cost is low, economic benefit.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model embodiment；
Fig. 2 is the structural schematic diagram of scaffold board in the utility model embodiment；
In figure：1- secondary beam channel steels, 2- steel corbels, 3- baffles, 4- diagonal braces, 5- support channel steel, 6- horizontal bridges, 7- it is longitudinal across
Beam, 8- scaffold boards, 81- frames, 82- scaffold boards face, 83- support bars, 84- hooks, 85- fillets, the long beam channel steel of 9- systems, 10- frames
It sets a roof beam in place, 11- frame columns, 12- steel-tube die supports.
Specific implementation mode
In conjunction with attached drawing, the utility model is described in further detail.This specific embodiment is only to the utility model
Explanation, be not limitations of the present invention, those skilled in the art, can be according to need after reading this specification
The modification of not creative contribution is made to the present embodiment, but as long as in the right of the utility model all by
The protection of Patent Law.
Embodiment：As depicted in figs. 1 and 2, a kind of hanging large span combines support for shuttering, including is set up under hanging structure layer
Two secondary beam channel steels 1 being arranged side by side on layer Vierendeel girder, overhanging on frame column steel corbel 2 and be spliced to form by Bailey bracket
Horizontal bridge 6 and longitudinal bridge 7.Horizontal bridge 6 is spliced to form along its length by multiple Bailey brackets, and longitudinal bridge 7 is
It is made of single Bailey bracket or is spliced to form in the width direction by multiple Bailey brackets.Steel corbel 2 is disposed side by side on the secondary beam slot
The bottom at the both ends of steel 1, the horizontal bridge 6 is erected in the C-channel of the secondary beam channel steel 1, the top of the horizontal bridge 6
It is provided with scaffold board 8,8 top of the scaffold board is equipped with the long beam channel steel 9 of system, and the long beam channel steel 9 of uniting is spaced apart, described vertical
It is erected on two steel corbels 2 of 1 the same end of secondary beam channel steel to bridge 7.Long 9 method of beam channel steel of uniting sets up steel pipe branch
Mould bases.
As shown in Figure 1, steel corbel 2 is equipped with the baffle 3 for preventing 6 transverse shifting of the horizontal bridge, baffle 3 is C-channel
Channel steel of the notch towards horizontal bridge 6.The lower section of steel corbel 2 is equipped with diagonal brace 4, and the upper end of the diagonal brace 4 is welded on the steel ox
On leg 2, lower end is equipped with the support channel steel 5 for being used to support the diagonal brace 4.Support channel steel 5 is to be embedded on frame column, the branch
It is 150-200mm to support the length that channel steel 5 stretches out outside frame column.The lower end of diagonal brace 4 is supported in the C-channel of the support channel steel 5.
The C-channel notch of long beam channel steel 9 of uniting is arranged upward, and the installation for being set with steel-tube die support upright bar is equipped in slot
Column, the mounting post are to be welded on the vertical reinforcing bar of the long beam channel steel 9 of uniting.Unite long beam channel steel 9 spacing be 800-900mm.
As shown in Fig. 2, scaffold board 8 includes frame 81 and scaffold board face 82, the scaffold board face 82 is fixed on frame 81,
82 surface of scaffold board face is equipped with anti-skid chequer.The both ends of frame 81 are equipped with hook 84, and the hook 84 is hung on horizontal bridge 6, institute
The lower surface for stating scaffold board face 82 is equipped with the support bar 83 being arranged in right-angled intersection, and the side that scaffold board 8 is located at width direction is set
There are two fillets 85, are easy for installation and removal.
Claims (9)
1. a kind of hanging large span combines support for shuttering, it is characterised in that：Including being set up on hanging structure layer lower layer Vierendeel girder simultaneously
Arrange two secondary beam channel steels of setting（1）, overhanging in the steel corbel on frame column（2）And by Bailey bracket be spliced to form laterally across
Beam（6）With longitudinal bridge（7）, the steel corbel（2）It is disposed side by side on the secondary beam channel steel（1）Both ends, the horizontal bridge
（6）Bottom be erected at the secondary beam channel steel（1）C-channel in, the horizontal bridge（6）Top be provided with scaffold board（8）,
The scaffold board（8）Top is equipped with the long beam channel steel of system（9）, the long beam channel steel of system（9）It is spaced apart, the longitudinal direction bridge
（7）It is erected at and is located at secondary beam channel steel（1）Two steel corbels of the same end（2）On.
2. a kind of hanging large span according to claim 1 combines support for shuttering, it is characterised in that：The steel corbel（2）On
Equipped with preventing the horizontal bridge（6）The baffle of transverse shifting（3）.
3. a kind of hanging large span according to claim 2 combines support for shuttering, it is characterised in that：The baffle（3）For C-shaped
Slot notch is towards horizontal bridge（6）Channel steel.
4. a kind of hanging large span according to claim 1 or 2 or 3 combines support for shuttering, it is characterised in that：The steel corbel
（2）Lower section be equipped with diagonal brace（4）, the diagonal brace（4）Upper end be welded on the steel corbel（2）On, lower end is equipped with for branch
Support the diagonal brace（4）Support channel steel（5）.
5. a kind of hanging large span according to claim 4 combines support for shuttering, it is characterised in that：The support channel steel（5）
To be embedded on frame column, the support channel steel（5）The length stretched out outside frame column is 150-200mm.
6. a kind of hanging large span according to claim 5 combines support for shuttering, it is characterised in that：The diagonal brace（4）Under
End is supported on the support channel steel（5）C-channel in.
7. a kind of hanging large span according to claim 1 combines support for shuttering, it is characterised in that：The long beam channel steel of system
（9）C-channel notch be arranged upward, the mounting post for being set with steel-tube die support upright bar is equipped in slot, the mounting post is
It is welded on the long beam channel steel of system（9）Vertical reinforcing bar.
8. a kind of hanging large span according to claim 7 combines support for shuttering, it is characterised in that：The long beam channel steel of system
（9）Spacing be 800-900mm.
9. a kind of hanging large span according to claim 1 combines support for shuttering, it is characterised in that：The scaffold board（8）Packet
Include frame（81）With scaffold board face（82）, the scaffold board face（82）It is fixed on frame（81）On, the frame（81）Both ends
Equipped with hook（84）, the hook（84）Hang over horizontal bridge（6）On, the scaffold board face（82）Lower surface be equipped be in cross
Support bar arranged in a crossed manner（83）, the scaffold board（8）It is set there are two fillet positioned at the side of width direction（85）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820016836.4U CN207794582U (en) | 2018-01-05 | 2018-01-05 | A kind of hanging large span combination support for shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820016836.4U CN207794582U (en) | 2018-01-05 | 2018-01-05 | A kind of hanging large span combination support for shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794582U true CN207794582U (en) | 2018-08-31 |
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ID=63277411
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820016836.4U Active CN207794582U (en) | 2018-01-05 | 2018-01-05 | A kind of hanging large span combination support for shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794582U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319129A (en) * | 2018-12-28 | 2022-04-12 | 中交路桥华南工程有限公司 | Steel corbel and supporting system |
-
2018
- 2018-01-05 CN CN201820016836.4U patent/CN207794582U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319129A (en) * | 2018-12-28 | 2022-04-12 | 中交路桥华南工程有限公司 | Steel corbel and supporting system |
| CN114319129B (en) * | 2018-12-28 | 2023-10-20 | 中交路桥华南工程有限公司 | Steel corbel and supporting system |
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