CN218843785U

CN218843785U - Overhanging type discharging platform

Info

Publication number: CN218843785U
Application number: CN202222861241.8U
Authority: CN
Inventors: 谭金铭
Original assignee: Guangdong Yuxinguo Construction Engineering Co ltd
Current assignee: Guangdong Yuxinguo Construction Engineering Co ltd
Priority date: 2022-10-28
Filing date: 2022-10-28
Publication date: 2023-04-11
Anticipated expiration: 2032-10-28

Abstract

The utility model relates to the technical field of building construction, in particular to an overhanging type unloading platform, which comprises an outer wall, an overhanging type unloading platform and an outer frame, wherein the overhanging type unloading platform comprises a bearing table-board, a first main beam and a second main beam, the first main beam and the second main beam are fixed at the bottom of the bearing table-board, the left side of a first channel-passing board is hinged at the top of the first main beam, and the right side of a second channel-passing board is hinged at the top of the second main beam; the rear end of assisting guidance tape before first, the second is assisted the rear end of guidance tape respectively with first guidance tape, the second is crossed the front end of guidance tape articulated, the front end of assisting guidance tape before first is assisted guidance tape, the second is set up respectively in the rear end of outer wall floor, the front end of assisting the guidance tape behind first back, the second is assisted the rear end of guidance tape respectively with first guidance tape, the second is crossed the rear end of guidance tape articulated, assist the rear end of guidance tape behind first back, the second and set up respectively in the front end that bears the weight of the mesa. The utility model discloses a formula of encorbelmenting platform of unloading can fold when the handling, conveniently unloads the installation of platform, can directly promote the platform handling of unloading after the dismantlement.

Description

Overhanging type discharging platform

Technical Field

The utility model relates to a construction technical field, concretely relates to formula of encorbelmenting platform of unloading.

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 outer scaffold pole setting span generally is 1.5m, and width 0.8m is 0.2m from the wall interval, and the platform of unloading needs to reserve 1.2 m's outer scaffold width and installs, because the platform installation of unloading of encorbelmenting is taken one's place the back and the outer scaffold between the main part is in unsettled state, often becomes the great hidden danger of handling material operation personnel discrepancy.

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

In order to overcome the shortcoming and the deficiency that exist among the prior art, the utility model aims to provide a platform of unloading of overhanging type.

The purpose of the utility model is realized through the following technical scheme: an overhanging type unloading platform comprises an outer wall, an overhanging type unloading platform and an outer frame arranged between the outer wall and the overhanging type unloading platform, wherein the overhanging type unloading platform comprises a bearing table board, a first main beam and a second main beam which are fixed on two sides of the bottom of the bearing table board, the first main beam and the second main beam respectively penetrate through the outer frame and are fixed on an outer wall floor through inverted U-shaped anchor rings, and the outer frame comprises two first vertical rods which are vertically arranged at the front end and the rear end of the inner side of the first main beam, two second vertical rods which are vertically arranged at the front end and the rear end of the middle of the first main beam and the second main beam, and two third vertical rods which are vertically arranged at the front end and the rear end of the inner side of the second main beam; a first track passing plate is laid between the first main beam and the second vertical rod, a second track passing plate is laid between the second vertical rod and the second main beam, the left side of the first track passing plate is hinged to the top of the first main beam, and the right side of the second track passing plate is hinged to the top of the second main beam; the front ends of the first rear auxiliary road plate and the second rear auxiliary road plate are respectively hinged with the rear ends of the first road plate and the second road plate, and the rear ends of the first rear auxiliary road plate and the second rear auxiliary road plate are respectively arranged at the front end and the rear end of the bearing table board.

Furthermore, the first track passing plate, the second track passing plate, the first front auxiliary track plate, the first rear auxiliary track plate, the second front auxiliary track plate and the second rear auxiliary track plate are made of a frame formed by welding square steel and a patterned steel plate welded on the frame.

Furthermore, two that set up around laid the third between the second pole setting and passed the guidance tape, the left end that the third passed the guidance tape articulate in the right-hand member of first guidance tape, the right-hand member that the third passed the guidance tape is set up in the left end that the second passed the guidance tape.

Furthermore, the third channel plate is a patterned steel plate.

The beneficial effects of the utility model reside in that: the utility model discloses a formula of encorbelmenting platform of unloading can be folded when the handling, vertical standing in first girder, on the second girder, the installation of platform of conveniently unloading, during the installation, the first girder with the platform of unloading, the second girder passes the outrigger and is fixed in on the outer wall floor through the type of falling U anchor ring, then with first crossing the guidance tape, second corridor board expandes to lay on the outrigger, use as the outrigger pavement, first preceding assistance guidance tape, the second is preceding to be assisted the guidance tape and is expanded the rear end of setting up in outer wall floor, though first crossing the guidance tape, there is the difference in height between guidance tape and the outer wall floor in the second, nevertheless articulated setting can make plate form a slope, it is higher than the direct laying security, first back assistance guidance tape, it expandes the front end of setting up in bearing table surface to assist the guidance tape behind the second, can be fast effectual link to each other the outer wall with the platform of unloading, it is reliable, can directly promote the platform of unloading after the dismantlement, reduce the potential safety hazard that the human factor produced, the operation is convenient effectively and can stop the effective unsettled operation of the workman that the overhead behavior, the safety operation is effectively, the overhead operation is improved the handling.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a folding schematic view of the first and second passage plates of the present invention.

The reference signs are: the outer wall 1, the overhanging type unloading platform 2, the outer frame 3, the bearing table 21, the first main beam 22, the second main beam 23, the inverted U-shaped anchor ring 24, the first upright rod 31, the second upright rod 32, the third upright rod 33, the first channel plate 41, the second channel plate 42, the third channel plate 43, the first front auxiliary channel plate 51, the first rear auxiliary channel plate 52, the second front auxiliary channel plate 53 and the second rear auxiliary channel plate 54.

Detailed Description

In order to facilitate the understanding of those skilled in the art, the present invention will be further described with reference to the following examples and accompanying fig. 1-2, which are not intended to limit the present invention.

Referring to fig. 1-2, an overhanging type unloading platform comprises an outer wall 1, an overhanging type unloading platform 2 and an outer frame 3 arranged between the outer wall 1 and the overhanging type unloading platform 2, wherein the overhanging type unloading platform 2 comprises a bearing table 21, and a first main beam 22 and a second main beam 23 which are fixed at two sides of the bottom of the bearing table 21, the first main beam 22 and the second main beam 23 respectively penetrate through the outer frame 3 and are fixed on a floor slab of the outer wall 1 through an inverted U-shaped anchor ring 24, the outer frame 3 comprises two first upright rods 31 vertically arranged at the front end and the rear end of the inner side of the first main beam 22, two second upright rods 32 vertically arranged at the front end and the rear end of the middle of the first main beam 22 and the second main beam 23, and two third upright rods 33 vertically arranged at the front end and the rear end of the inner side of the second main beam 23; a first channel plate 41 is laid between the first main beam 22 and the second vertical rod 32, a second channel plate 42 is laid between the second vertical rod 32 and the second main beam 23, the left side of the first channel plate 41 is hinged to the top of the first main beam 22, and the right side of the second channel plate 42 is hinged to the top of the second main beam 23; a first front auxiliary road plate 51 and a first rear auxiliary road plate 52 are respectively laid between two first vertical rods 31 arranged in front and back and the corresponding second vertical rods 32, a second front auxiliary road plate 53 and a second rear auxiliary road plate 54 are laid between two second vertical rods 32 arranged in front and back and the corresponding third vertical rods 33, the rear ends of the first front auxiliary road plate 51 and the second front auxiliary road plate 53 are respectively hinged with the front ends of the first road plate 41 and the second road plate 42, the front ends of the first front auxiliary road plate 51 and the second front auxiliary road plate 53 are respectively lapped at the rear end of the floor slab of the outer wall 1, the front ends of the first rear auxiliary road plate 52 and the second rear auxiliary road plate 54 are respectively hinged with the rear ends of the first road plate 41 and the second road plate 42, and the rear ends of the first rear auxiliary road plate 52 and the second rear auxiliary road plate 54 are respectively lapped at the front end of the bearing table board 21.

The utility model discloses a platform 2 of encorbelmenting type of unloading can be folded when the handling, vertical standing in first girder 22, on the second girder 23, the installation of the platform of conveniently unloading, during the installation, the first girder 22 of platform of will unloading, second girder 23 passes outrigger 3 and is fixed in on outer wall 1 floor through the type of falling U anchor ring 24, then with first crossing guidance tape 41, the second crosses guidance tape 42 and expandes and lays on outrigger 3, use as outrigger 3 pavement, first preceding guidance tape 51, the rear end of bearing mesa 21 is expanded and set up to assist guidance tape 53 before the second, although first crossing guidance tape 41, there is the difference in height between guidance tape 42 and the outer wall 1 floor, but articulated setting can make the plate form a slope, it is higher than direct laying security, first back assistance guidance tape 52, the front end of bearing mesa 21 is expanded to assist guidance tape 54 after the second, can be fast effectual link to each other with outer wall 1 floor and the platform of unloading, it is reliable, can directly reduce the lifting safety hidden danger that the handling of the worker is effective unsettled operation can effectively to put up and improve the safety factor on the worker.

In this embodiment, the first aisle board 41, the second aisle board 42, the first front auxiliary aisle board 51, the first rear auxiliary aisle board 52, the second front auxiliary aisle board 53, and the second rear auxiliary aisle board 54 are made of a frame welded by square steel and a pattern steel plate welded to the frame. The arrangement of the structure can improve the strength of the crossing plate and the auxiliary crossing plate, improve the operation safety of workers and reduce the material cost.

In this embodiment, a third crossing plate 43 is laid between the two second vertical rods 32 arranged in the front-back direction, the left end of the third crossing plate 43 is hinged to the right end of the first crossing plate 41, and the right end of the third crossing plate 43 is erected at the left end of the second crossing plate 42. The third walkway plate 43 is arranged to close the passage more tightly.

In this embodiment, the third walkway plate 43 is a pattern steel plate.

First crossing guidance tape 41, when guidance tape 42 is folded to the second, as shown in fig. 2, cross guidance tape 43 outwards upset 180 with the third earlier, make it cover in the first guidance tape 41 outside of crossing, then assist guidance tape 51 and first back respectively to first crossing guidance tape 41 inboard upset 180, make it cover in the first inboard of crossing guidance tape 41, assist guidance tape 53 and second back respectively to the second cross guidance tape 42 inboard upset 180, make it cover in the second inboard of crossing guidance tape 42, again respectively with first guidance tape 41 of crossing, the second crosses guidance tape 42 outwards upset 90 to the vertical state, folding completion, the handling of being convenient for, opposite with above-mentioned step during the expansion, no longer describe herein.

The above-mentioned embodiment is the utility model discloses the implementation of preferred, in addition, the utility model discloses can also realize by other modes, not deviating from the utility model discloses any obvious replacement is all within the protection scope under the prerequisite of design.

Claims

1. An overhanging type unloading platform comprises an outer wall, an overhanging type unloading platform and an outer frame arranged between the outer wall and the overhanging type unloading platform, wherein the overhanging type unloading platform comprises a bearing table board, a first main beam and a second main beam which are fixed on two sides of the bottom of the bearing table board, the first main beam and the second main beam respectively penetrate through the outer frame and are fixed on an outer wall floor through an inverted U-shaped anchor ring, and the outer frame comprises two first vertical rods which are vertically arranged at the front end and the rear end of the inner side of the first main beam, two second vertical rods which are vertically arranged at the front end and the rear end of the middle of the first main beam and the second main beam and two third vertical rods which are vertically arranged at the front end and the rear end of the inner side of the second main beam; the method is characterized in that: a first track passing plate is laid between the first main beam and the second vertical rod, a second track passing plate is laid between the second vertical rod and the second main beam, the left side of the first track passing plate is hinged to the top of the first main beam, and the right side of the second track passing plate is hinged to the top of the second main beam; the front end of the first rear auxiliary road plate, the front end of the second rear auxiliary road plate is respectively hinged with the first road plate, the rear end of the second rear auxiliary road plate is hinged with the rear end of the second road plate, the front end of the first front auxiliary road plate and the rear end of the second front auxiliary road plate are respectively arranged at the rear end of the outer wall floor slab, the front end of the first rear auxiliary road plate and the rear end of the second rear auxiliary road plate are respectively hinged with the first road plate, the rear end of the second road plate is hinged, and the rear ends of the first rear auxiliary road plate and the second rear auxiliary road plate are respectively arranged at the front end of the bearing table top.

2. The overhanging unloading platform of claim 1, wherein: the first lane board, the second of crossing is crossed the lane board, is first before assisted the lane board, is first after assisted the lane board, is assisted the frame that the lane board and the second after assisted the lane board and weld on the frame that the square steel formed by welding and make by the decorative pattern steel sheet.

3. The overhanging unloading platform of claim 1, wherein: two that set up from beginning to end the third is laid between the second pole setting and is crossed the guidance tape, the left end that the third was crossed the guidance tape articulate in the right-hand member of the first guidance tape of crossing, the right-hand member that the third was crossed the guidance tape is set up in the left end that the second was crossed the guidance tape.

4. An overhanging discharge platform as claimed in claim 3, wherein: the third channel plate is a patterned steel plate.