CN213710442U - Fast integral platform walkways of encorbelmenting and unloading of disassembling - Google Patents
Fast integral platform walkways of encorbelmenting and unloading of disassembling Download PDFInfo
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- CN213710442U CN213710442U CN202022494540.3U CN202022494540U CN213710442U CN 213710442 U CN213710442 U CN 213710442U CN 202022494540 U CN202022494540 U CN 202022494540U CN 213710442 U CN213710442 U CN 213710442U
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- stiffening rib
- stiffening
- walkway
- unloading
- platform
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Abstract
The utility model discloses an integral type overhanging unloading platform walkway with rapid installation and disassembly is installed between an overhanging type unloading platform and a main body floor, and comprises a fixed walkway plate, stiffening ribs, a transverse turning plate and stiffening rib adjusting grooves, wherein one stiffening rib adjusting groove is arranged in an unloading platform secondary beam channel steel on one side of the overhanging type unloading flat leaning on the main body floor, the other stiffening rib adjusting groove is arranged in a main body floor end bearing beam web plate, a plurality of stiffening ribs are arranged between two stiffening rib adjusting grooves in parallel, two ends of each stiffening rib are respectively arranged in T-shaped grooves of the stiffening rib adjusting grooves, the fixed walkway plates are laid on the upper surface of the stiffening rib, the transverse turning plate is arranged in the gap between two adjacent fixed walkway plates at the position of the upright stanchion of the scaffold, one end of the transverse turning plate is connected with the upper surface of the stiffening rib at the edge of the upright stanchion of the scaffold through a hinge, and the other end of the transverse turning plate is lapped on the upper surface of the adjacent fixed walkway plate. The utility model discloses can be fast effectual link to each other the main part with the platform of unloading, ensured construction safety.
Description
Technical Field
The utility model relates to a construction technology, in particular to platform pavement of unloading encorbelments.
Background
In the construction of a main structure of a building engineering, along with the construction progress of the main engineering, the overhanging type discharging platform needs to be frequently lifted to a material-carrying floor. The pole setting span of outer scaffold frame generally is 1.5m, and width 0.8m is from wall interval 0.2m, and the platform of unloading need reserve 1.2 m's outer scaffold frame width and install, because the platform installation of unloading of encorbelmenting is taken one's place the back and the outer scaffold frame between the main part is in unsettled state, often becomes the great hidden danger that handling material operation personnel came in and go out.
According to the past method, workers often only adopt square timber and other materials to simply lay in the scaffold, the laying is random and the sealing is not tight, and the following defects exist: 1. influenced by the upright stanchion of the external scaffold and the safety consciousness of workers, the material transportation channel is often not tightly closed, and object striking accidents and personnel high-altitude falling accidents caused by the falling of materials are easy to happen; 2. the temporary channel has no reliability, is simply erected by adopting square timber and templates and has no fixing measure, and is easy to displace due to material transportation collision to form new hidden danger; 3. the channel is paved by adopting field materials, workers trample the channel back and forth, and the trampled materials such as the square timber of the template are easy to be lost after the materials are transported, so that the material waste is caused; 4. the field platform walkway is complex to install, consumes more working hours and affects efficiency.
Disclosure of Invention
The utility model aims at the defect that above-mentioned prior art exists, provide an ann and tear swift integral platform pavement of unloading of encorbelmenting open, it is firm reliable, can be fast effectual with the main part with the platform of unloading link to each other, ensured construction safety.
The utility model discloses a realize that the technical scheme that above-mentioned purpose adopted is: an integral overhanging unloading platform walkway with rapid installation and disassembly is installed between an overhanging unloading platform and a main floor and comprises fixed walkway plates, stiffening ribs, transverse turning plates and stiffening rib adjusting grooves, wherein the stiffening rib adjusting grooves are a section of channel steel provided with T-shaped grooves, two stiffening rib adjusting grooves are oppositely arranged, one stiffening rib adjusting groove is arranged in the channel steel of an unloading platform on one side of the overhanging unloading platform horizontally close to the main floor, the other stiffening rib adjusting groove is arranged in a bearing web plate at the end of the main floor, a plurality of stiffening ribs are arranged between the two stiffening rib adjusting grooves in parallel, two ends of each stiffening rib are respectively arranged in the T-shaped grooves of the stiffening rib adjusting grooves, the fixed walkway plates are laid on the upper surfaces of the stiffening ribs, the transverse turning plates are arranged in gaps between two adjacent fixed walkway plates at the positions of scaffold upright posts, one end of the transverse turning plate is connected with the upper surfaces of the stiffening ribs at the edges of the scaffold upright posts through hinges, the other end of the transverse turning plate is lapped on the upper surface of the adjacent fixed walkway plate.
The utility model discloses a further technical scheme is: the end parts of the two ends of the stiffening rib are vertically connected with limiting piers which can prevent the stiffening rib from separating from the stiffening rib adjusting groove.
The utility model discloses the swift integral platform pavement of unloading of encorbelmenting of ann tearing open has following beneficial effect: by adopting the utility model, the overhanging type unloading platform and the walkway form a whole body, which is stable and reliable, and can quickly and effectively connect the main body and the unloading platform; the lifting device can lift along with the cantilever type unloading platform in a lifting mode, reduces potential safety hazards caused by human factors, is convenient and effective to operate, can stop unsafe behaviors of workers walking on the suspended outer frame, and effectively improves operation safety of the workers.
The fast and integral overhanging unloading platform walkway of the utility model is further explained with the accompanying drawings and the embodiment.
Drawings
FIG. 1 is a schematic structural view of the installation of the rapid installation and removal integral overhanging unloading platform walkway between the overhanging unloading platform and the main floor;
FIG. 2 is a schematic sectional view taken along line A-A of FIG. 1 (with the transverse flap turned up);
FIG. 3 is a schematic view of the structure of a stiffener adjustment groove;
FIG. 4 is an enlarged view of a portion of the stiffener and stiffener adjustment groove connection;
FIG. 5 is a schematic view of the connection between the transverse turning plate and the stiffening ribs and the fixed walkway plate;
the reference numbers illustrate: 1-overhanging type unloading platform, 2-unloading platform secondary beam channel steel, 3-fixed walkway plates, 4-transverse turning plates, 5-scaffold upright rods, 6-end bearing beam web plates, 7-stiffening rib adjusting grooves, 8-loose leaves, 9-stiffening ribs, 10-main floor, 11-platform main beam and 12-limit piers.
Detailed Description
As shown in fig. 1 to 5, the utility model relates to an ann tears swift integral platform pavement of unloading of encorbelmenting installs between the formula of encorbelmenting platform of unloading 1 and main part floor 10. The integral overhanging discharging platform walkway comprises a fixed walkway plate 3, a stiffening rib 9, a transverse turning plate 4 and a stiffening rib adjusting groove 7. As shown in fig. 3, the stiffener adjustment groove 7 is a section of channel steel provided with a T-shaped groove. Two stiffening rib adjustment tank 7 set up relatively, and a stiffening rib adjustment tank 7 sets up in the formula of encorbelmenting is unloaded and is put down the platform secondary beam channel-section steel 2 of unloading that leans on main part floor 10 one side through welding mode, and another stiffening rib adjustment tank 7 also sets up in main part floor 10 end bearing beam web 6 through welding mode. During installation, a plurality of stiffening ribs 9 are arranged between the two stiffening rib adjusting grooves 7 in parallel, and two ends of each stiffening rib 9 are respectively arranged in the T-shaped grooves of the stiffening rib adjusting grooves 7. The position of the stiffening rib 9 can be adjusted to improve the applicability of the deviation influence of the upright rod 5 of the outer scaffold during the installation of the platform. The end parts of the two ends of the stiffening rib 9 are vertically connected with limiting piers 12 which can prevent the stiffening rib 9 from separating from the stiffening rib adjusting groove 7. The stiffening ribs 9 adopt a steel square tube with the wall thickness of 40 multiplied by 80mm and 4 mm. Fixed guidance tape 3 is laid on stiffening rib 9 upper surface, transversely turns over board 4 and sets up in the clearance between two adjacent fixed guidance tapes 3 that have scaffold pole setting 5 department, transversely turns over board 4 one end and passes through 8 and 5 marginal stiffening rib 9 upper surface connections of scaffold pole setting, transversely turns over the board 4 other end and takes at the fixed guidance tape 3 upper surface of walking that closes on. The transverse turning plate 4 is used for closing the gap between the fixed walkway plates 3 at the two sides of the scaffold upright stanchions 5. The fixed walkway plate 3 and the transverse turning plate 4 are respectively a 2mm patterned steel plate.
The fixed guidance tape 3 of walking of installation is as the main access way of material handling, the bottom sets up stiffening rib 9 and connects in unloading platform secondary beam channel-section steel 2 and the end-bearing beam web 6 for fixed guidance tape 3 provides sufficient bending resistance, through at secondary beam channel-section steel and 6 welding stiffening rib adjustment tank 7 of end-bearing beam web, be convenient for make the adjustment in order to improve the suitability, set up horizontal board 4 that turns over on stiffening rib 9 simultaneously, opposite side stiffening rib 9 is the support that transversely turns over board 4 concurrently, in order to accomplish the closure of whole platform passageway, fundamentally eliminates the danger source.
The above embodiments are only preferred embodiments of the present invention, the structure of the present invention is not limited to the forms illustrated in the above embodiments, and any modifications, equivalent substitutions and the like made within the spirit and principle of the present invention should be included within the scope of the present invention.
Claims (2)
1. The integral overhanging unloading platform walkway is characterized by comprising a fixed walkway plate (3), stiffening ribs (9), a transverse turning plate (4) and a stiffening rib adjusting groove (7), wherein the stiffening rib adjusting groove (7) is a section of channel steel with a T-shaped groove, the two stiffening rib adjusting grooves (7) are oppositely arranged, one stiffening rib adjusting groove (7) is arranged in an unloading platform secondary beam channel steel (2) on one side of the overhanging unloading platform which is horizontally close to a main floor (10), the other stiffening rib adjusting groove (7) is arranged in a bearing beam web plate (6) at the end of the main floor (10), a plurality of stiffening ribs (9) are arranged between the two stiffening rib adjusting grooves (7) in parallel, and two ends of each stiffening rib (9) are respectively arranged in the T-shaped groove of the stiffening rib adjusting groove (7), the fixed walkway plates (3) are paved on the upper surfaces of stiffening ribs (9), the transverse turning plates (4) are arranged in the gaps between two adjacent fixed walkway plates (3) at the positions of scaffold upright stanchions (5), one ends of the transverse turning plates (4) are connected with the upper surfaces of the stiffening ribs (9) at the edges of the scaffold upright stanchions (5) through hinges (8), and the other ends of the transverse turning plates (4) are lapped on the upper surfaces of the adjacent fixed walkway plates (3).
2. The fast-to-install and-dismantle integral overhanging discharging platform walkway of claim 1, wherein the end parts of both ends of the stiffening rib (9) are vertically connected with limit piers (12) which can prevent the stiffening rib (9) from separating from the stiffening rib adjusting groove (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022494540.3U CN213710442U (en) | 2020-11-02 | 2020-11-02 | Fast integral platform walkways of encorbelmenting and unloading of disassembling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022494540.3U CN213710442U (en) | 2020-11-02 | 2020-11-02 | Fast integral platform walkways of encorbelmenting and unloading of disassembling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213710442U true CN213710442U (en) | 2021-07-16 |
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ID=76802861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022494540.3U Active CN213710442U (en) | 2020-11-02 | 2020-11-02 | Fast integral platform walkways of encorbelmenting and unloading of disassembling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213710442U (en) |
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2020
- 2020-11-02 CN CN202022494540.3U patent/CN213710442U/en active Active
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