CN210163792U - High mound pier stud reinforcing bar mounting platform - Google Patents
High mound pier stud reinforcing bar mounting platform Download PDFInfo
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- CN210163792U CN210163792U CN201920886100.7U CN201920886100U CN210163792U CN 210163792 U CN210163792 U CN 210163792U CN 201920886100 U CN201920886100 U CN 201920886100U CN 210163792 U CN210163792 U CN 210163792U
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Abstract
The utility model discloses a high pier column reinforcing steel bar installation platform, which comprises an installation frame body and a plurality of construction platforms arranged on the installation frame body; the support body includes inlayer stand, outer stand, inlayer crossbeam and outer crossbeam, the support body is whole to be the cuboid structure, be provided with the hoisting support that is used for lifting by crane the installation support body on the outer crossbeam, still be provided with on the outer crossbeam and cooperate a plurality of hoist and mount pulleys that use with the hoisting support, this technical scheme's high mound pier stud steel bar mounting platform pours the completion back at the pier shaft construction, and the convenience is in lifting by crane another layer with mounting platform and continue to carry out the pier shaft construction, simple structure conveniently lifts by crane, guarantees to lift by crane the in-process and operates steadily.
Description
Technical Field
The utility model relates to a bridge construction field, concretely relates to high mound pier stud steel bar mounting platform.
Background
Pier stud construction usually adopts the turnover formwork construction, pier stud reinforcement usually sets up the scaffold frame and constructs, 4.5m are pour at every turn in pier shaft construction, if adopt conventional scaffold frame to construct, the dismouting of scaffold frame is loaded down with trivial details, need install and remove again at interval, wastes time and energy.
Therefore, generally adopt among the prior art to build mounting platform and build, mounting platform builds the back, all constructions of constructor are all accomplished on the platform, no longer scramble the reinforcing bar, depend on the reinforcing bar construction, both guaranteed safety and improved work efficiency, but one section pier stud construction back is accomplished to mounting platform just need lift by crane the last one deck again and carry out new installation, because the platform generally is two-layer structure, underlying structure weight is heavier, traditional lifting process generally is the upper strata that the hoist and mount platform was hoisted to the hook, can make the platform hoist the atress uneven easily like this, make it receive destruction, traditional lifting by crane generally is with hanging rope or couple direct action on mounting platform simultaneously, strain the platform structure easily.
Therefore, the high pier column reinforcing steel bar mounting platform is needed, the structure is simple, the lifting is convenient, the whole stress of the platform is balanced in the lifting process, the shaking is reduced, and the platform is prevented from being damaged.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a high mound pier stud reinforcing bar mounting platform, simple structure conveniently lifts by crane, lifts by crane the in-process simultaneously and makes its whole atress balanced, reduces to rock, ensures that the platform can not receive destruction.
A high pier column steel bar installation platform comprises an installation frame body and a plurality of construction platforms arranged on the installation frame body; the support body includes inlayer stand, outer stand, inlayer crossbeam and outer crossbeam, the support body is whole to be the cuboid structure, be provided with the hoisting support who is used for lifting by crane the installation support body on the outer crossbeam, still be provided with on the outer crossbeam with a plurality of hoist and mount pulleys that the hoisting support cooperation was used.
Further, the hoisting support comprises a hoisting part and installation parts, the hoisting support is integrally inverted V-shaped, and the installation parts are symmetrically arranged relative to the hoisting part.
Furthermore, the hoisting part is provided with a hoisting hole, and the installation part is of a groove structure with an arc structure.
Furthermore, a reinforcing rib plate is arranged between the two mounting parts.
Furthermore, every two liang of a set of total four of hoist and mount pulley, outer crossbeam includes outer entablature and outer bottom end rail, arbitrary a set of hoist and mount pulley all arranges respectively in outer entablature and outer bottom end rail along the axis direction of outer stand.
Furthermore, a ladder stand is arranged between the outer-layer cross beams.
Further, a protective net is arranged on the installation frame body.
The utility model has the advantages that: this technical scheme's high mound pier stud reinforcing bar mounting platform, simple structure conveniently lifts by crane, lifts by crane the in-process simultaneously and makes its whole atress balanced, reduces to rock, ensures that the platform can not receive destruction.
Drawings
The invention will be further described with reference to the following figures and examples:
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the installation platform and pier stud of the present invention;
FIG. 3 is a schematic view of the structure of the hoisting bracket of the present invention;
FIG. 4 is an enlarged schematic view of the utility model at B;
fig. 5 is the schematic diagram of the lifting process of the present invention.
Reference numerals
An outer layer upright column 1; an outer layer beam 2; an inner layer beam 3; an inner layer upright column 4; hoisting a bracket 5; hoisting holes 6; a groove structure 7; a reinforcing rib plate 8; a pulley yoke 9; a pulley 10; pier stud 11.
Detailed Description
FIG. 1 is a schematic view of the overall structure of the present invention; FIG. 2 is a schematic view of the structure of the installation platform and pier stud of the present invention; FIG. 3 is a schematic view of the structure of the hoisting bracket of the present invention; FIG. 4 is an enlarged schematic view of the utility model at B; FIG. 5 is a schematic view of the lifting process of the present invention; as shown in the figure, the high pier column reinforcing steel bar installation platform comprises an installation frame body and a plurality of construction platforms arranged on the installation frame body; the frame body comprises an inner-layer upright post 4, an outer-layer upright post 1, an inner-layer cross beam 3 and an outer-layer cross beam 2, the frame body is integrally of a cuboid structure, a hoisting support 5 used for hoisting and installing the frame body is arranged on the outer-layer cross beam, a plurality of hoisting pulleys matched with the hoisting support for use are further arranged on the outer-layer cross beam, a two-layer operating platform is built between the upright posts and the cross beam in the technical scheme, a plurality of construction platforms are fixedly arranged on the installing frame body to form a plurality of installing stations, the operation of workers is facilitated, the hoisting supports 5 are arranged on the outer cross beam on the upper layer, (only one schematic diagram of one installing support is shown in figure 1, the hoisting supports 5 are arranged at four corners of the operating platform on the upper layer during use), and the installing platform adopting the technical scheme has a simple structure, is convenient to hoist, and enables the whole stress to, the shaking is reduced, and the platform is ensured not to be damaged.
In this embodiment, hoisting support is including lifting portion and installation department, hoisting support is whole to be "lambda" type, and the installation department sets up for lifting portion symmetry, lifting portion is last to have seted up hoisting hole 6, the installation department is arc structure's groove structure 7, and two installation departments that the symmetry set up are installed with two outer crossbeams 2 that link to each other respectively, and groove structure 7 makes things convenient for and welds in 2 with pipy outer crossbeam, makes it have better stress structure, as in figure 1, the department of meeting of four upper strata outer crossbeams all connects and is provided with hoisting support 5, when making whole hoist and mount, overall structure's atress is more balanced, and the removal process is also more steady, and the design of hoisting hole 6 is convenient to be connected in lifting rope or jib rather than, and easy dismounting is swift.
In this embodiment, a reinforcing rib plate 8 is arranged between the two installation parts, and the arrangement of the reinforcing rib plate 8 enables the hoisting bracket 5 to have stronger bearing capacity, so that the service life of the hoisting bracket is prolonged.
In the embodiment, every two hoisting pulleys are combined into a group and the outer crossbeam comprises an outer upper crossbeam and an outer lower crossbeam, any group of hoisting pulleys are respectively arranged on the outer upper crossbeam and the outer lower crossbeam along the axis direction of the outer upright, as shown in figure 1, the straight line of any group of pulleys is parallel to the outer upright 1, preferably, the technical scheme adopts eight pulleys in total, when in use, a hoisting rope sequentially passes through the pulleys of the outer upper crossbeam, the pulleys of the outer lower crossbeam and finally passes through the pulleys of the outer upper crossbeam, and the acting force of the hoisting rope during hoisting directly acts on the lower operating platform, so that the phenomenon that the upper operating platform is damaged due to heavier weight of the lower operating platform is avoided, the hoisting process is more convenient by adopting a pulley structure, and other complex operations such as bolt fastening and the like are not needed, as shown in fig. 5, the lifting rope passes through the pulleys on the two sides of the mounting platform and is hung on the lifting hook together with the lifting rope of the hoisting bracket, so that the overall stress is more balanced.
In this embodiment, be provided with the cat ladder between the outer crossbeam, the cat ladder sets up and conveniently goes on platform about the workman.
In this embodiment, be provided with the protection network on the installation support body, the protection network is arranged and is guaranteed workman's safety between each stand and crossbeam.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (7)
1. The utility model provides a high mound pier stud reinforcing bar mounting platform which characterized in that: the construction platform comprises an installation frame body and a plurality of construction platforms arranged on the installation frame body; the support body includes inlayer stand, outer stand, inlayer crossbeam and outer crossbeam, the support body is whole to be the cuboid structure, be provided with the hoisting support who is used for lifting by crane the installation support body on the outer crossbeam, still be provided with on the outer crossbeam with a plurality of hoist and mount pulleys that the hoisting support cooperation was used.
2. The high pier column rebar installation platform of claim 1, wherein: the hoisting support comprises a hoisting part and installation parts, the hoisting support is integrally inverted V-shaped, and the installation parts are symmetrically arranged relative to the hoisting part.
3. The high pier column rebar installation platform of claim 2, wherein: the lifting part is provided with a lifting hole, and the mounting part is of a groove structure with an arc structure.
4. The high pier column rebar installation platform of claim 3, wherein: and a reinforcing rib plate is arranged between the two mounting parts.
5. The high pier column rebar installation platform of claim 4, wherein: every two liang of a set of total four of hoist and mount pulley, outer crossbeam includes outer entablature and outer bottom end rail, and arbitrary a set of hoist and mount pulley all arranges respectively in outer entablature and outer bottom end rail along the axis direction of outer stand.
6. The high pier column rebar installation platform of claim 5, wherein: a ladder stand is arranged between the outer-layer cross beams.
7. The high pier column rebar installation platform of claim 6, wherein: and a protective net is arranged on the mounting frame body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920886100.7U CN210163792U (en) | 2019-06-12 | 2019-06-12 | High mound pier stud reinforcing bar mounting platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920886100.7U CN210163792U (en) | 2019-06-12 | 2019-06-12 | High mound pier stud reinforcing bar mounting platform |
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| Publication Number | Publication Date |
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| CN210163792U true CN210163792U (en) | 2020-03-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920886100.7U Active CN210163792U (en) | 2019-06-12 | 2019-06-12 | High mound pier stud reinforcing bar mounting platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833263A (en) * | 2021-09-26 | 2021-12-24 | 中铁七局集团有限公司 | Integral lantern type support circulating hoisting construction method for frame column |
-
2019
- 2019-06-12 CN CN201920886100.7U patent/CN210163792U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833263A (en) * | 2021-09-26 | 2021-12-24 | 中铁七局集团有限公司 | Integral lantern type support circulating hoisting construction method for frame column |
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