CN205777409U - Overlength reinforced concrete bent structure middle orbit movable scaffold - Google Patents
Overlength reinforced concrete bent structure middle orbit movable scaffold Download PDFInfo
- Publication number
- CN205777409U CN205777409U CN201620500493.XU CN201620500493U CN205777409U CN 205777409 U CN205777409 U CN 205777409U CN 201620500493 U CN201620500493 U CN 201620500493U CN 205777409 U CN205777409 U CN 205777409U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel platform
- platform
- reinforced concrete
- external scaffolding
- 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
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Abstract
The utility model discloses a kind of overlength reinforced concrete bent structure middle orbit movable scaffold, ground is provided with the 2 elongated groove steel rail in roads (1), elongated groove steel rail (1) is provided with steel platform (2), the bottom of steel platform (2) is provided with steel pulley (3), steel platform (2) passes through steel pulley (3) in the upper level sliding back and forth of elongated groove steel rail (1), steel platform (2) top is provided with support body connecting rod (6), the side of steel platform (2) is provided with unloads support plate (4), unload and hold in the palm (5) while unloading is installed on support plate (4), the two ends of steel platform (2) are provided with tie-beam (7), tie-beam (7) is passed through with bolts between multiple stage steel platform (2)；External scaffolding system (9) is arranged on steel platform (2) by support body connecting rod (6).This utility model is a kind of to make the overlength reinforced concrete bent structure middle orbit movable scaffold that simple, dependable performance, installation are convenient, with low cost.
Description
Technical field
This utility model relates to a kind of scaffold, particularly relates to a kind of overlength reinforcing bar
Concrete bent construction orbit movable scaffold.
Background technology
In building engineering structure work progress, conventional two-row console model external scaffolding
System is applied the most universal as construction operation platform and safeguard procedures.But it is conventional
Double console model external scaffolding sets up trouble, takies substantial amounts of steel pipe and spends a large amount of
Human resources, economy and the feature of environmental protection are poor.Reinforcing bar especially for overlength mixes
Solidifying soil bent structure, the highest (typically within 20m), length is the longest by (100
Rice is with in up to 300 meters, the most longer), mostly take cross construction operation,
If entirety sets up double console model external scaffolding, cost is high, progress is slow, practicality
Difference.
Utility model content
Technical problem to be solved in the utility model is to provide one and can significantly subtract
The input of frame material in few engineering, and greatly reduce and set up dismounting labour cost, simultaneously
Structure support body can also be as the overlength reinforced concrete bent structure middle of decoration support body
Orbit movable scaffold.
In order to solve above-mentioned technical problem, the overlength reinforcing bar that this utility model provides mixes
Solidifying soil bent structure orbit movable scaffold, including external scaffolding system, ground
Being provided with the 2 elongated groove steel rails in road, described elongated groove steel rail is provided with at least
One steel platform, the bottom of every described steel platform is provided with steel pulley, described
Steel platform by described steel pulley level on described elongated groove steel rail
Sliding back and forth, every described steel platform upper is provided with support body connecting rod, every
The side of described steel platform is provided with in the position of described steel pulley and unloads support plate,
Described unloading is held in the palm with being provided with unloading on support plate, the two ends of every described steel platform
It is provided with tie-beam, is adopted by described tie-beam between the steel platform described in multiple stage
It is connected with；Described external scaffolding system is pacified by described support body connecting rod
It is contained on described steel platform.
Many group sliding wall attaching rods it are provided with in described external scaffolding system；Described
Horizontal high-strength steel cord it is fixed with between side and the body of wall of external scaffolding system.
The side of described external scaffolding system is pressed between the every 3.6m of height and body of wall
It is fixed with horizontal wire rope.
The size of every described steel platform is 6m × 1.05m.
The overlength reinforced concrete bent structure middle track using technique scheme moves
Dynamic formula scaffold, elongated twice groove is laid on the ground corresponding in external scaffolding position
Steel track；Processing and fabricating multiple stage steel platform as required, the size of every steel platform
For 6m × 1.05m, steel platform two ends arrange tie-beam and connect between steel platform；
Steel mesa base arranges steel assembly pulley, and assembly pulley can level slide in orbit；
Steel platform upper arranges support body connecting rod, is used for setting up external scaffolding system；Steel is sliding
Wheel side arranges and unloads support plate, uses ground torr unloading；Support body side is structurally by height
Spending the horizontal wire rope of every 3m fixed diameter 20, strain with tensioner, two ends are used
Flitch pave guarantee steel wire rope from structural plane 100m m, for support body when sliding
Attached wall, it is ensured that support body does not topples.
Using utility model, set up rapid and convenient, construction makes simple, and save time province
Work, low-carbon environment-friendly, cost-effective.There is extraordinary economy and practicality,
Can popularity in the industry.
In sum, this utility model is a kind of to greatly reduce frame material in engineering
Putting into, and greatly reduce and set up dismounting labour cost, structure support body can also be made simultaneously
For decoration support body with and to make simple, dependable performance, installation convenient, with low cost
Overlength reinforced concrete bent structure middle orbit movable scaffold.
Accompanying drawing explanation
Fig. 1 is structure schematic front view of the present utility model.
Fig. 2 is structure schematic top plan view of the present utility model.
Fig. 3 is the structure left view schematic diagram of external scaffolding system of the present utility model.
Detailed description of the invention
With detailed description of the invention, this utility model is made further below in conjunction with the accompanying drawings
Explanation.
See Fig. 1, Fig. 2 and Fig. 3, overlength reinforced concrete bent structure middle track
Traveling centering, ground is provided with the 2 elongated groove steel rails in road 1, elongated channel-section steel
Track 1 is provided with at least one steel platform 2, and the size of every steel platform 2 is 6m
× 1.05m, the bottom of every steel platform 2 is provided with steel pulley 3, and steel platform 2 leads to
Cross steel pulley 3 level sliding back and forth on elongated groove steel rail 1, every steel platform
2 tops are provided with support body connecting rod 6, and the side of every steel platform 2 is at steel pulley 3
Position be provided with and unload support plate 4, unload and hold in the palm 5 while unloading is installed, often on support plate 4
The two ends of platform steel platform 2 are provided with tie-beam 7, pass through between multiple stage steel platform 2
Tie-beam 7 is with bolts；External scaffolding system 9 is by support body connecting rod 6
It is arranged on steel platform 2.
Further, external scaffolding system 9 is provided with many group sliding wall attaching rods 8；
The side of external scaffolding system 9 is fixed with water by between the every 3.6m of height and body of wall
Flat high-strength steel cord.
See Fig. 1, Fig. 2 and Fig. 3, be embodied as follows: before structure construction,
The elongated groove steel rail of twice 1 is laid on the ground corresponding in external scaffolding position；According to
Need processing and fabricating multiple stage steel platform 2, the size of every steel platform 2 be 6m ×
1.05m, every steel platform 2 two ends arrange tie-beam 7 and connect between steel platform 2
Connect；It is provided with steel pulley 3 bottom every steel platform 2, can be at elongated groove steel rail
On 1, level is slided；Every steel platform 2 top arranges the body connecting rod that frame 500 is high
6, it is used for setting up external scaffolding system 9；Steel pulley 3 side is provided with unloads support plate 4,
Use torr 5 unloading of unloading ground；Unloading 5 liters are held in the palm when external scaffolding system 9 is slided
Get up, slide and after putting in place, hold in the palm to unloading 5 decline unloadings, set by specification regulation simultaneously
Put fixing wall connecting rod 8 and be connected with structure fixing；External scaffolding system 9 is provided with cunning
Move wall attaching rod 8；It is solid that the every 3.6m of height is structurally pressed in external scaffolding system 9 side
Surely having horizontal wire rope, strain with tensioner, two ends flitch paves and guarantees steel wire
Restrict from structural plane 100mm, for external scaffolding system 9 when sliding with structure
Attachment, it is ensured that support body is stablized anti-locking system and toppled.
Steel platform 2 selects the combination of many product according to construction deployment demand.This operating platform
After being applied to reinforced concrete structure construction, back sliding can be applied to masonry and exterior wall dress
Decorations construction.
Claims (4)
1. an overlength reinforced concrete bent structure middle orbit movable scaffold,
Including external scaffolding system (9), it is characterized in that: ground is provided with the 2 elongated grooves in road
Steel track (1), described elongated groove steel rail (1) is provided with at least one steel
Platform (2), the bottom of every described steel platform (2) is provided with steel pulley (3),
Described steel platform (2) passes through described steel pulley (3) at described elongated groove
The upper level sliding back and forth of steel track (1), every described steel platform (2) top
Being provided with support body connecting rod (6), the side of every described steel platform (2) exists
The position of described steel pulley (3) is provided with unloads support plate (4), and described unloads support plate
(4) hold in the palm (5) while unloading is installed on, the two ends of every described steel platform (2)
It is provided with tie-beam (7), by described between the steel platform (2) described in multiple stage
Tie-beam (7) with bolts；Described external scaffolding system (9) is led to
Cross described support body connecting rod (6) to be arranged on described steel platform (2).
Overlength reinforced concrete bent structure middle rail the most according to claim 1
Road traveling centering, is characterized in that: in described external scaffolding system (9)
It is provided with many groups sliding wall attaching rod (8)；Described external scaffolding system (9)
Horizontal high-strength steel cord it is fixed with between side and body of wall.
Overlength reinforced concrete bent structure middle rail the most according to claim 2
Road traveling centering, is characterized in that: described external scaffolding system (9)
Side is by being fixed with horizontal high-strength steel cord between the every 3.6m of height and body of wall.
Overlength reinfored concrete line frame the most according to claim 1 and 2 is tied
Structure orbit movable scaffold, is characterized in that: every described steel platform (2)
Size be 6m × 1.05m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620500493.XU CN205777409U (en) | 2016-05-30 | 2016-05-30 | Overlength reinforced concrete bent structure middle orbit movable scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620500493.XU CN205777409U (en) | 2016-05-30 | 2016-05-30 | Overlength reinforced concrete bent structure middle orbit movable scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777409U true CN205777409U (en) | 2016-12-07 |
Family
ID=57408673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620500493.XU Expired - Fee Related CN205777409U (en) | 2016-05-30 | 2016-05-30 | Overlength reinforced concrete bent structure middle orbit movable scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777409U (en) |
-
2016
- 2016-05-30 CN CN201620500493.XU patent/CN205777409U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20161207 Termination date: 20210530 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |