CN206941596U - A kind of shoulder pole boom device for lifting steel reinforcement cage - Google Patents
A kind of shoulder pole boom device for lifting steel reinforcement cage Download PDFInfo
- Publication number
- CN206941596U CN206941596U CN201720901840.4U CN201720901840U CN206941596U CN 206941596 U CN206941596 U CN 206941596U CN 201720901840 U CN201720901840 U CN 201720901840U CN 206941596 U CN206941596 U CN 206941596U
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- CN
- China
- Prior art keywords
- reinforcement cage
- steel reinforcement
- shoulder pole
- hoisting bracket
- vertical beam
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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
The utility model provides a kind of shoulder pole boom device for lifting steel reinforcement cage, hoisting bracket including shoulder pole girder, located at shoulder pole girder upper end corner, the shoulder pole girder is welded into a square framework by channel-section steel, including crossbeam, the vertical beam being mutually connected vertically, connect to form square using four diagonal braces between adjacent beams and vertical beam, the hoisting bracket is arranged on the tip position of crossbeam and vertical beam, the hoisting bracket is Heave Here when crane lifts by crane steel reinforcement cage, and the hoisting bracket has the upper hole for hoist of connection crane rope and the lower hole for hoist of connection steel reinforcement cage steel wire rope.The utility model efficiently, can be positioned quickly to decentralization steel reinforcement cage, it is not only convenient and swift, being capable of Reusability, reduce the input of material, the engineering time is saved, accelerating construction progress, construction quality is ensure that, but also there is the advantages of simple in construction, easy to use, is especially suitable for using in steel reinforcement cage spreading decentralization process.
Description
Technical field
Pile foundation construction field is the utility model is related to, specifically a kind of shoulder pole boom device for lifting steel reinforcement cage.
Background technology
With the propulsion of urbanization process, Urban Bridge road carries out Large scale construction.Urban elevated bridge drills
Filling pile construction process is mainly：Stake holes is formed in foundation soil by machine drilling means, reinforcing bar is then placed in stake holes
Cage, last concrete perfusion.Wherein, during above-mentioned bored pile construction, prior art is pacified by steel reinforcement cage
Before putting in stake holes, stake holes shape is treated in the borehole filling pile cage of reinforcement section directly stacking for typically completing colligation at the construction field (site)
Into afterwards, steel reinforcement cage is integrally transferred in stake holes using the operating type of " in decentralization splice ", specifically, single-unit drilled
Steel reinforcement cage is transferred one by one, and, it is necessary to by the steel reinforcement cage section of rear decentralization and preceding decentralization while single-unit drilling steel reinforcement cage decentralization
Steel reinforcement cage section be attached above stake mouth.
At present, just can guarantee that upper and lower in steel reinforcement cage transfers connection procedure, it is necessary to positioned to the steel reinforcement cage of decentralization
Stabilization and safety during two section steel reinforcement cage connections.Now in many deep water large-diameter pile foundation engineering constructions, under steel reinforcement cage
Orientation problem is lifted when putting connection, typically directly using steel wire rope lifting positioning.Due to the length of deep water large diameter pile foundation steel reinforcement cage
Degree length, weight is big, its overall discontinuity during lifting, easily causes reinforcing bar and curves inwardly, and it is difficult connection to cause；In addition, by
Bigger in steel reinforcement cage volume and weight, stiffening ring intensity can not meet the requirement of construction, it may appear that flexural deformation, it is easy to make
Into connection off normal.For this reason, it may be necessary to a kind of shoulder pole boom device of special lifting steel reinforcement cage is designed, when ensureing steel reinforcement cage decentralization connection
Hole position accuracy is higher, and stability is stronger, security is relatively reliable.
The content of the invention
A kind of the defects of the purpose of this utility model is to overcome above-mentioned existing lifting, there is provided shoulder pole for lifting steel reinforcement cage
Boom device, the device efficiently, can be positioned quickly to decentralization steel reinforcement cage, while the structure of the device is simple, and stability is high,
And the material of lifting makes and very easy to use, section medicine raw material and construction cost, execute-in-place is both facilitated, again
Construction speed is improved, while also assures that production safety.
A kind of shoulder pole boom device for lifting steel reinforcement cage, including the lifting branch including shoulder pole girder, located at shoulder pole girder upper end corner
Frame, the shoulder pole girder are welded into a square framework by channel-section steel, including crossbeam, the vertical beam being mutually connected vertically, adjacent beams
It is connected to form square using four diagonal braces between vertical beam, the hoisting bracket is arranged on the tip position of crossbeam and vertical beam,
The hoisting bracket is Heave Here when crane lifts by crane steel reinforcement cage, and the hoisting bracket has the upper lifting of connection crane rope
Hole and the lower hole for hoist of connection steel reinforcement cage steel wire rope.
Further, the position of the crossbeam and the vertical beam vertical connection is welded using junction steel plate, spacing steel plate
Connect, position that the crossbeam, the vertical beam connect with the diagonal brace is welded using steel plate is strengthened, the crossbeam, described perpendicular
Beam is welded with the hoisting bracket using steel plate.
Compared with prior art, the utility model at least has the advantages that：The shoulder pole girder dress of the lifting steel reinforcement cage
Put not only it is convenient and swift, can Reusability, reduce the input of material, saved the engineering time, accelerating construction progress, ensure
Construction quality, but also with it is simple in construction, easy to use the advantages of, be especially suitable for making in steel reinforcement cage spreading decentralization process
With.In addition, when without the lifting of steel reinforcement cage, this device is also used as lifting the device of other equipment.
Brief description of the drawings
Fig. 1 is the shoulder pole boom device elevation that steel reinforcement cage is lifted in the utility model；
Fig. 2 is the shoulder pole boom device top view that steel reinforcement cage is lifted in the utility model；
Fig. 3 is the elevation of the utility model middle cross beam；
Fig. 4 is the elevation of vertical beam in the utility model；
Fig. 5 is the elevation of diagonal brace in the utility model.
Fig. 6 is the elevation of hoisting bracket in the utility model.
In figure：1-crossbeam；2-vertical beam；3-junction steel plate；4-hoisting bracket；5-spacing steel plate；6-strengthen steel plate；
7-diagonal brace；8-go up hole for hoist：9-lower hole for hoist.
Embodiment
Below in conjunction with the accompanying drawing in the utility model, the technical scheme in the utility model is carried out clearly and completely
Description.
Fig. 1 and Fig. 2 is refer to, the shoulder pole boom device of the utility model lifting steel reinforcement cage includes shoulder pole girder, located at shoulder pole girder
The hoisting bracket 4 of upper end corner, the shoulder pole girder are welded into a square framework, including the horizontal stroke being mutually connected vertically by channel-section steel
Beam 1, vertical beam 2, square is formed using four connections of diagonal brace 7 between adjacent beams 1 and vertical beam 2.Crossbeam 1 and 2 vertical phase of vertical beam
The position connect is welded using junction steel plate 3, spacing steel plate 5, to prevent lifting from deforming；Crossbeam 1, vertical beam 2 connect with diagonal brace 7
Position welded using steel plate 6 is strengthened, crossbeam 1, vertical beam 2 and hoisting bracket 4 are welded using steel plate, to prevent hoisting bracket
Come off.
Fig. 3, Fig. 4, Fig. 5 are refer to, the crossbeam 1, vertical beam 2, diagonal brace 7 are processed welding using channel-section steel.
Fig. 6 is refer to, the hoisting bracket 4 is Heave Here when crane lifts by crane steel reinforcement cage.The hoisting bracket 4, which has, hangs oneself
Hole 8, lower hole for hoist 9 are filled, during lifting, the upper hole for hoist 8 of crane rope lifting, lower hole for hoist 9 is connected with steel reinforcement cage by steel wire rope
Connect lifting.
After all parts of the utility model embodiment steel reinforcement cage finish according to design requirement, crane uses steel wire rope first
The shoulder pole boom device for filling steel reinforcement cage is sling by upper hole for hoist 8, then hole for hoist 9 passes through steel wire rope and steel under shoulder pole girder lower end
Lifting point connects on muscle cage, and steel reinforcement cage is slowly sling and moved at hole position by crane, carries out docking decentralization.
It is described above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
It is any to belong to those skilled in the art in the technical scope that the utility model discloses in this, the change that can be readily occurred in
Change or replace, should all cover within the scope of protection of the utility model.
Claims (2)
- A kind of 1. shoulder pole boom device for lifting steel reinforcement cage, it is characterised in that：Including including shoulder pole girder, located at shoulder pole girder upper end corner Hoisting bracket (4), the shoulder pole girder is welded into a square framework by channel-section steel, including be mutually connected vertically crossbeam (1), Vertical beam (2), formation square, the hoisting bracket (4) are connected using four diagonal braces (7) between adjacent beams (1) and vertical beam (2) Installed in the tip position of crossbeam (1) and vertical beam (2), the Heave Here when hoisting bracket (4) is crane lifting steel reinforcement cage, and institute Stating hoisting bracket (4) has the upper hole for hoist (8) of connection crane rope and connects the lower hole for hoist (9) of steel reinforcement cage steel wire rope.
- 2. the shoulder pole boom device of lifting steel reinforcement cage as claimed in claim 1, it is characterised in that：The crossbeam (1) is erected with described The position of beam (2) vertical connection is welded using junction steel plate (3), spacing steel plate (5), the crossbeam (1), the vertical beam (2) position to connect with the diagonal brace (7) is welded using steel plate (6) is strengthened, the crossbeam (1), the vertical beam (2) and institute Hoisting bracket (4) is stated to weld using steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720901840.4U CN206941596U (en) | 2017-07-24 | 2017-07-24 | A kind of shoulder pole boom device for lifting steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720901840.4U CN206941596U (en) | 2017-07-24 | 2017-07-24 | A kind of shoulder pole boom device for lifting steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206941596U true CN206941596U (en) | 2018-01-30 |
Family
ID=61371260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720901840.4U Expired - Fee Related CN206941596U (en) | 2017-07-24 | 2017-07-24 | A kind of shoulder pole boom device for lifting steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206941596U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647425A (en) * | 2020-12-03 | 2021-04-13 | 中建六局土木工程有限公司 | Integral hoisting construction method for pier stud reinforcement cage |
| CN116902763A (en) * | 2023-08-08 | 2023-10-20 | 武汉客车制造股份有限公司 | Integral hoisting scheme for overlength and overweight shelter |
-
2017
- 2017-07-24 CN CN201720901840.4U patent/CN206941596U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647425A (en) * | 2020-12-03 | 2021-04-13 | 中建六局土木工程有限公司 | Integral hoisting construction method for pier stud reinforcement cage |
| CN116902763A (en) * | 2023-08-08 | 2023-10-20 | 武汉客车制造股份有限公司 | Integral hoisting scheme for overlength and overweight shelter |
| CN116902763B (en) * | 2023-08-08 | 2024-04-26 | 武汉客车制造股份有限公司 | Integral hoisting scheme for overlength and overweight shelter |
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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: 20180130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |