CN205742960U - A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab - Google Patents
A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab Download PDFInfo
- Publication number
- CN205742960U CN205742960U CN201620298003.2U CN201620298003U CN205742960U CN 205742960 U CN205742960 U CN 205742960U CN 201620298003 U CN201620298003 U CN 201620298003U CN 205742960 U CN205742960 U CN 205742960U
- Authority
- CN
- China
- Prior art keywords
- bars
- concrete slab
- poured concrete
- steel pipe
- bottom support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 238000009434 installation Methods 0.000 claims abstract description 4
- 230000003319 supportive Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 210000001215 Vagina Anatomy 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Abstract
The utility model discloses a kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab, including: bottom support steel pipe and top braces steel pipe, described bottom support steel pipe is arranged on the lower section of Bars In Poured Concrete Slab, described top braces steel pipe is arranged on the top of Bars In Poured Concrete Slab, the top of described bottom support steel pipe is respectively arranged with thread bush, being respectively arranged with the screw rod pointing to Bars In Poured Concrete Slab on described thread bush, the top of described screw rod is provided with a square frame, is provided with the square wooden unit of an evagination in described square frame.By the way, the vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab of this utility model, utilize the rotation of bottom support steel pipe to regulate the square wooden unit bottom support to Bars In Poured Concrete Slab, easy for installation, coordinate top braces steel pipe and the use of sheeting caps, it is achieved that the scaffold leap to Bars In Poured Concrete Slab vertical direction, improve supportive and the stability of Bars In Poured Concrete Slab, decrease the erection workload of scaffold, improve safety in utilization.
Description
Technical field
This utility model relates to civil engineering field, particularly relates to a kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab.
Background technology
Scaffold refers to that job site is operative and solves vertically and horizontally to transport the various supports set up.Outdoor
Scaffold generally erect from ground, be centered around around building, formed surround building support network, facilitate workman
Current and material transportation.
The outside of building often is provided with the Bars In Poured Concrete Slab highlighted, and hinders the erection of scaffold, and scaffold typically requires
Walking around Bars In Poured Concrete Slab and set up, add workload, and scaffold is remote with the distance of building, connectivity and safety are
Reduce, it has not been convenient to the construction of workman, need to improve.
Utility model content
This utility model is mainly solving the technical problems that provide a kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab, it is achieved
Scaffold Bars In Poured Concrete Slab is indulged across, lifting construction convenience and safety.
For solving above-mentioned technical problem, the technical scheme that this utility model uses is: provide one vertical across Bars In Poured Concrete Slab
Scaffold reinforcement assembly, including: bottom support steel pipe and top braces steel pipe, described bottom support steel pipe is arranged on Bars In Poured Concrete Slab
Lower section, described top braces steel pipe is arranged on the top of Bars In Poured Concrete Slab, and the top of described bottom support steel pipe is respectively arranged with spiral shell
Stricture of vagina set, described thread bush is respectively arranged with the screw rod pointing to Bars In Poured Concrete Slab, and the top of described screw rod is provided with a square frame, described
The square wooden unit of an evagination it is provided with in square frame.
In one preferred embodiment of this utility model, described top braces steel pipe is correspondingly arranged at bottom support steel pipe
Surface.
In one preferred embodiment of this utility model, the bottom of described top braces steel pipe is provided with and is laid in Bars In Poured Concrete Slab
The sheeting caps of upper surface.
In one preferred embodiment of this utility model, described bottom support steel pipe is radially arranged through hole, institute respectively
State and on through hole, be respectively provided with a rotation bar.
In one preferred embodiment of this utility model, the top of described square wooden unit is positioned at the lower surface of Bars In Poured Concrete Slab.
The beneficial effects of the utility model are: a kind of vertical scaffold reinforcing group across Bars In Poured Concrete Slab that this utility model is pointed out
Part, utilize the rotation of bottom support steel pipe to regulate the square wooden unit bottom support to Bars In Poured Concrete Slab, easy for installation, coordinate top
Supporting steel pipe and the use of sheeting caps, it is achieved that the scaffold leap to Bars In Poured Concrete Slab vertical direction, improve the support of Bars In Poured Concrete Slab
Property and stability, decrease the erection workload of scaffold, improve safety in utilization.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme in this utility model embodiment, required in embodiment being described below
Accompanying drawing to be used is briefly described, it should be apparent that, the accompanying drawing in describing below is only realities more of the present utility model
Execute example, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to according to these accompanying drawings
Obtain other accompanying drawing, wherein:
Fig. 1 is the structural representation of a kind of vertical scaffold reinforcement assembly one preferred embodiment across Bars In Poured Concrete Slab of this utility model
Figure.
Detailed description of the invention
Technical scheme in this utility model embodiment will be clearly and completely described below, it is clear that described
Embodiment is only a part of embodiment of the present utility model rather than whole embodiments.Based on the enforcement in this utility model
Example, all other embodiments that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into
The scope of this utility model protection.
Referring to Fig. 1, this utility model embodiment includes:
A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab, including: bottom support steel pipe 1 and top braces steel pipe 4, described
Bottom support steel pipe 1 is vertically arranged in the lower section of Bars In Poured Concrete Slab 9, and described top braces steel pipe 4 is vertically arranged in the upper of Bars In Poured Concrete Slab 9
Side, it is achieved the leap to Bars In Poured Concrete Slab 9.
The top of described bottom support steel pipe 1 is respectively arranged with thread bush 3, and described thread bush 3 is respectively arranged with sensing
The screw rod 8 of Bars In Poured Concrete Slab 9, the top of described screw rod 8 is provided with a square frame 7, is provided with the square of an evagination in described square frame 7
Wooden unit 6, the top of described square wooden unit 6 is positioned at the lower surface of Bars In Poured Concrete Slab 9.Rotate screw rod 8 or bottom support steel pipe 1 so that
Rotate and produce relative rotation between screw rod 8 and thread bush 3, it is achieved the square wooden unit 6 jack-up to Bars In Poured Concrete Slab 9 lower surface, add
The bearing capacity of Bars In Poured Concrete Slab 9, it is to avoid Bars In Poured Concrete Slab 9 is caused damage by the pressure of top braces steel pipe 4.
Described top braces steel pipe 4 is correspondingly arranged at the surface of bottom support steel pipe 1, the stress of bottom support steel pipe 1
More direct, good stability.The bottom of described top braces steel pipe 4 is provided with the sheeting caps 5 being laid in Bars In Poured Concrete Slab 9 upper surface.
Sheeting caps 5 has disperseed the pressure from top braces steel pipe 4, reduces the surface fracture of Bars In Poured Concrete Slab 9.
It is radially arranged through hole on described bottom support steel pipe 1 respectively, described through hole has been respectively provided with a rotation bar 2.
Rotate bar 2 and be conducive to the rotation of bottom support steel pipe 1, it is achieved the loosening and clamp, installation and removal side of square wooden unit 6
Just.
In sum, a kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab that this utility model is pointed out, it is achieved that scaffold
The in the vertical direction leap to Bars In Poured Concrete Slab, mounts and dismounts more convenient, sound construction, and ruggedness is good, uses safer.
The foregoing is only embodiment of the present utility model, not thereby limit the scope of the claims of the present utility model, every
Utilize equivalent structure or equivalence flow process conversion that this utility model description made, or be directly or indirectly used in other phase
The technical field closed, is the most in like manner included in scope of patent protection of the present utility model.
Claims (5)
1. a vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab, the scaffold installation at the Bars In Poured Concrete Slab of level, including: bottom
Supporting steel pipe and top braces steel pipe, described bottom support steel pipe is arranged on the lower section of Bars In Poured Concrete Slab, and described top braces steel pipe sets
Put above Bars In Poured Concrete Slab, it is characterised in that the top of described bottom support steel pipe is respectively arranged with thread bush, described thread bush
On be respectively arranged with point to Bars In Poured Concrete Slab screw rod, the top of described screw rod is provided with a square frame, is provided with one in described square frame
The square wooden unit of individual evagination.
The vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab the most according to claim 1, it is characterised in that described top braces steel
Pipe is correspondingly arranged at the surface of bottom support steel pipe.
The vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab the most according to claim 1, it is characterised in that described top braces steel
The bottom of pipe is provided with the sheeting caps being laid in Bars In Poured Concrete Slab upper surface.
The vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab the most according to claim 1, it is characterised in that described bottom support steel
It is radially arranged through hole on pipe respectively, described through hole has been respectively provided with a rotation bar.
The vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab the most according to claim 1, it is characterised in that described square wooden unit
Top is positioned at the lower surface of Bars In Poured Concrete Slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620298003.2U CN205742960U (en) | 2016-04-12 | 2016-04-12 | A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620298003.2U CN205742960U (en) | 2016-04-12 | 2016-04-12 | A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742960U true CN205742960U (en) | 2016-11-30 |
Family
ID=57374619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620298003.2U Expired - Fee Related CN205742960U (en) | 2016-04-12 | 2016-04-12 | A kind of vertical scaffold reinforcement assembly across Bars In Poured Concrete Slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742960U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836237A (en) * | 2017-03-01 | 2017-06-13 | 上海建工五建集团有限公司 | A kind of supporting construction and its construction method for removing internal support of foundation pit beam |
-
2016
- 2016-04-12 CN CN201620298003.2U patent/CN205742960U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836237A (en) * | 2017-03-01 | 2017-06-13 | 上海建工五建集团有限公司 | A kind of supporting construction and its construction method for removing internal support of foundation pit beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20170412 |