CN204940820U - A kind of vertical shaft reinforcing bar binding platform of rotatable movement - Google Patents
A kind of vertical shaft reinforcing bar binding platform of rotatable movement Download PDFInfo
- Publication number
- CN204940820U CN204940820U CN201520583806.8U CN201520583806U CN204940820U CN 204940820 U CN204940820 U CN 204940820U CN 201520583806 U CN201520583806 U CN 201520583806U CN 204940820 U CN204940820 U CN 204940820U
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- CN
- China
- Prior art keywords
- reinforcing bar
- vertical shaft
- bar binding
- platform
- rotatable movement
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- 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
A vertical shaft reinforcing bar binding platform for rotatable movement, overall structure is scaffolding structure, can be designed to multilayer in the height direction, and the effective workspace of individual layer is sector region; Form primarily of vertical bar, diagonal brace, cross bar and platform; Bottom described vertical bar, road wheel is installed, is highly designed with transverse support bar the suitable of medial shaft straight-bar simultaneously; Described transverse support bar is connected with the connection quarter butt be welded on clip by anchor ear; Described clip is coated on central post.The vertical shaft reinforcing bar binding platform of a kind of rotatable movement that the utility model provides, can move in a circle being installed on the ring rail on vertical shaft slide model, integrate reinforcing bar binding and concreting, lifting action can be completed without the need to hoist engine traction, and can effectively avoid the operation between reinforcing bar binding and concreting to interfere, shorten construction period, increase economic efficiency.
Description
Technical field
The utility model relates to a kind of reinforcing bar binding aid, the vertical shaft reinforcing bar binding platform of particularly a kind of rotatable movement.
Background technology
Slipform process has the advantages such as mechanization degree is high, speed of application is fast, on-the-spot place takies less, structural integrity is strong, is widely used in vertical concrete work.In practice of construction process, the speed of reinforcing bar binding directly affects the overall progress of engineering.Traditional reinforcing bar binding platform is usually independent of casting platform, and the lifting of reinforcing bar binding platform needs to have come by hoist engine usually, and must can carry out concreting after reinforcing bar binding completes, and operation is longer, is unfavorable for the raising of operating efficiency.
Summary of the invention
Problem to be solved in the utility model is, for weak point of the prior art, a kind of vertical shaft reinforcing bar binding platform of rotatable movement is provided, this colligation platform can move in a circle being installed on the ring rail on vertical shaft slide model, integrate reinforcing bar binding and concreting, can lifting action be completed without the need to hoist engine traction, and can effectively avoid the operation between reinforcing bar binding and concreting to interfere, shorten construction period, increase economic efficiency.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is:
A vertical shaft reinforcing bar binding platform for rotatable movement, comprises the double-pole scaffold be made up of vertical bar, diagonal brace, cross bar, double-pole scaffold has been horizontally disposed with multiple platform along short transverse; Double-pole scaffold side is provided with central post, multiple transverse support bar one end and the vertical bar of many inside double-pole scaffold respectively level are connected, the other end is connected with central post by clip, and the bottom of described vertical bar is provided with road wheel, and road wheel is arranged in ring rail.
Described double-pole scaffold is fan-shaped scaffold.
Described transverse support bar is connected with the connection quarter butt be welded on clip by anchor ear.
Described clip is coated on the cylinder at central post top, and with cylinder matched in clearance.
Described central post is trussed construction.
Described double-pole scaffold and central post are all arranged in the main support platform of vertical shaft slide model, and main support platform is used for carrying out reinforcing bar binding and concreting simultaneously.
The vertical shaft reinforcing bar binding platform of a kind of rotatable movement of the utility model, has following technique effect:
1), the effective workspace of single is sector region, can complete the colligation of complete cycle reinforcing bar after multiple rotary, relative to the ring-shaped platform of complete cycle, can reduce deadweight, cost-saving.
2), by this device be directly installed in the main support platform of vertical shaft slide model, can complete lifting by climbing of vertical shaft slide model, without the need to hoist engine traction, just can carry out colligation work.
3), the operation between reinforcing bar binding and concreting effectively can be avoided to interfere, integrate reinforcing bar binding and concreting, shorten construction period, increase economic efficiency.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is section plan view of the present utility model.
Fig. 3 is working state schematic representation of the present utility model.
In figure: vertically bar 1, diagonal brace 2, platform 3, transverse support bar 4, connects quarter butt 5, clip 6, anchor ear 7, ring rail 8, central post 9, road wheel 10, main support platform 11, cross bar 12.
Detailed description of the invention
As Figure 1-3, a kind of vertical shaft reinforcing bar binding platform of rotatable movement, comprises the double-pole scaffold be made up of vertical bar 1, diagonal brace 2, cross bar 12, and double-pole scaffold has been horizontally disposed with multiple platform 3 along short transverse, forms general reinforcing bar binding platform thus.Double-pole scaffold side is provided with central post 9, and multiple transverse support bar 4 one end and the vertical bar 1 of many inside double-pole scaffold respectively level are connected, and the other end is connected with central post 9 by clip 6.Because transverse support bar 4 is connected with the connection quarter butt 5 be welded on clip 6 by anchor ear 7, clip 6 is coated on the cylinder at central post 9 top, and with cylinder matched in clearance; The bottom of described vertical bar 1 is provided with road wheel 10, and road wheel 10 is arranged in ring rail 8, and double-pole scaffold can be made thus can to rotate in a circumferential direction around central post 9, convenient to vertical shaft circumference reinforcing bar binding.
As shown in Figure 2, described double-pole scaffold is fan-shaped scaffold, adapts with vertical shaft shape, convenient rotation, transposition work.
As shown in Figure 1, described central post 9 is trussed construction, thus structure, can guarantee that overall structure is stablized.
As shown in Figure 1, described double-pole scaffold and central post 9 are all arranged in the main support platform of vertical shaft slide model, and main support platform is used for carrying out reinforcing bar binding and concreting simultaneously, can complete lifting by climbing of vertical shaft slide model, without the need to hoist engine traction, just colligation work can be carried out.
As shown in Figure 1-2, during installation, first by clip 6 separately, be enclosed within the top cylindrical body of central post 9 outward, the internal diameter of clip 6 is a bit larger tham cylindrical external diameter, has gap between the two under normal condition, can do without frictional rotation.Therefore when after this utility model installation, can overall move in a circle on ring rail 8.If there is unexpected inclination, overall stablizing can be ensured by transverse support bar 4 and central post 9.
As shown in Figure 3, when utilizing this utility model to carry out reinforcing bar binding to work shaft, first be fixed in a certain position, complete the colligation work of this region reinforcing bar, after this region colligation completes, rotate this device to adjacent position, complete the reinforcing bar binding of adjacent area, repeat above step, the reinforcing bar binding of whole annular region can be completed.
Claims (6)
1. a vertical shaft reinforcing bar binding platform for rotatable movement, is characterized in that: comprise the double-pole scaffold be made up of vertical bar (1), diagonal brace (2), cross bar (12), double-pole scaffold has been horizontally disposed with multiple platform (3) along short transverse; Double-pole scaffold side is provided with central post (9), multiple transverse support bar (4) one end is connected with many vertical bars (1) difference levels of double-pole scaffold side, the other end is connected with central post (9) by clip (6), the bottom of described vertical bar (1) is provided with road wheel (10), and road wheel (10) is arranged in ring rail (8).
2. the vertical shaft reinforcing bar binding platform of a kind of rotatable movement according to claim 1, is characterized in that: described double-pole scaffold is fan-shaped scaffold.
3. the vertical shaft reinforcing bar binding platform of a kind of rotatable movement according to claim 1, is characterized in that: described transverse support bar (4) is connected with the connection quarter butt (5) be welded on clip (6) by anchor ear (7).
4. the vertical shaft reinforcing bar binding platform of a kind of rotatable movement according to claim 1, is characterized in that: described clip (6) is coated on the cylinder at central post (9) top, and with cylinder matched in clearance.
5. the vertical shaft reinforcing bar binding platform of a kind of rotatable movement according to claim 1, is characterized in that: described central post (9) is trussed construction.
6. the vertical shaft reinforcing bar binding platform of a kind of rotatable movement according to claim 1, it is characterized in that: described double-pole scaffold and central post (9) are all arranged in the main support platform of vertical shaft slide model, main support platform is used for carrying out reinforcing bar binding and concreting simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520583806.8U CN204940820U (en) | 2015-08-06 | 2015-08-06 | A kind of vertical shaft reinforcing bar binding platform of rotatable movement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520583806.8U CN204940820U (en) | 2015-08-06 | 2015-08-06 | A kind of vertical shaft reinforcing bar binding platform of rotatable movement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940820U true CN204940820U (en) | 2016-01-06 |
Family
ID=55008261
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520583806.8U Expired - Fee Related CN204940820U (en) | 2015-08-06 | 2015-08-06 | A kind of vertical shaft reinforcing bar binding platform of rotatable movement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204940820U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863267A (en) * | 2016-04-28 | 2016-08-17 | 王洋 | Supporting work platform |
| CN115289384A (en) * | 2022-07-13 | 2022-11-04 | 上海江南长兴造船有限责任公司 | Rail-mounted device and method for installing ultra-large LNG thin film tank containment system |
-
2015
- 2015-08-06 CN CN201520583806.8U patent/CN204940820U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863267A (en) * | 2016-04-28 | 2016-08-17 | 王洋 | Supporting work platform |
| CN115289384A (en) * | 2022-07-13 | 2022-11-04 | 上海江南长兴造船有限责任公司 | Rail-mounted device and method for installing ultra-large LNG thin film tank containment system |
| CN115289384B (en) * | 2022-07-13 | 2024-04-16 | 上海江南长兴造船有限责任公司 | Rail type device and method for mounting ultra-large LNG film tank containment system |
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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: 20160106 Termination date: 20160806 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |