CN215291276U

CN215291276U - Cantilever beam type double-row high-bearing-capacity scaffold

Info

Publication number: CN215291276U
Application number: CN202121725959.3U
Authority: CN
Inventors: 吴鑫鑫; 陈达人; 侍波
Original assignee: Nantong Jianqing Construction Engineering Co ltd
Current assignee: Nantong Jianqing Construction Engineering Co ltd
Priority date: 2021-07-28
Filing date: 2021-07-28
Publication date: 2021-12-24
Anticipated expiration: 2031-07-28

Abstract

The utility model discloses a double high bearing capacity scaffold of girder type of encorbelmenting, including the scaffold pole setting, the fixed surface of scaffold pole setting installs first stand, the top fixed mounting that the surface of scaffold pole setting is located first stand has the second stand, first stand with the inside of second stand is provided with the layer board of standing, first stand with the surface of second stand is provided with reinforcing apparatus, reinforcing apparatus includes the side shield, supports the stand, consolidates horizontal pole, support post and prevents shaking the layer board, the last fixed surface of side shield installs the support stand, fixed mounting has the reinforcement horizontal pole between the support stand. A double high bearing capacity scaffold of cantilever beam type belongs to the scaffold frame field, can improve the stability that the layer board was laid of standing, alleviate the layer board of standing and appear the phenomenon of rocking after the bearing, and then effectively strengthen the bearing capacity when scaffold station people operated.

Description

Cantilever beam type double-row high-bearing-capacity scaffold

Technical Field

The utility model relates to a scaffold frame field, in particular to double high bearing capacity scaffold frame of cantilever beam type.

Background

The scaffold is a working platform which is erected for ensuring each construction process to be smoothly carried out, and is divided into a vertical rod type scaffold, a bridge type scaffold, a door type scaffold, a suspension type scaffold, a hanging type scaffold, a cantilever type scaffold, a climbing type scaffold and the like according to the structural form, the cantilever type scaffold is a simple facility used in a building and is divided into two types of cantilever with one layer and multiple layers, wherein the bottom of the vertical rod is mainly propped against building parts such as a floor slab, a beam or a wall body, and after the vertical rod is obliquely fixed outwards, a cross rod and a scaffold paving plate are erected at the upper part of the vertical rod to form a construction layer; however, current scaffold has certain drawback when using, and the scaffold board that its was laid easily appears rocking problem behind the bearing, and stability is not good when leading to standing people operation for scaffold's actual bearing capacity has certain limitation.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a double high bearing capacity scaffold of cantilever beam type can effectively solve among the background art current scaffold and have certain drawback when using, and the scaffold board that it was laid is easy to appear the problem of rocking after the bearing, and stability is not good when leading to standing people's operation for the bearing capacity of scaffold has the problem of certain limitation.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a double high bearing capacity scaffold of cantilever beam type, includes the scaffold pole setting, the fixed surface of scaffold pole setting installs first stand, the top fixed mounting that the surface of scaffold pole setting is located first stand has the second stand, first stand with the inside of second stand is provided with the layer board of standing, first stand with the surface of second stand is provided with reinforcing apparatus, reinforcing apparatus includes side baffle, support stand, consolidates horizontal pole, support post and prevents shaking the layer board, the last fixed surface of side baffle installs the support stand, fixed mounting has the reinforcement horizontal pole between the support stand, the last fixed surface who consolidates the horizontal pole installs the support post, the last fixed surface of support post installs prevents shaking the layer board.

Preferably, the side anti-slip gasket is fixedly mounted on the inner side surface of the side partition plate, the bottom anti-slip gasket is fixedly mounted on the upper surface of the anti-shaking supporting plate, the bottom anti-slip gasket on the upper surface of the anti-shaking supporting plate is attached to and supports the lower surface of the standing supporting plate, the side anti-slip gasket is attached to the side face of the standing supporting plate in a matching mode, the laying stability of the standing supporting plate can be improved, the phenomenon that the standing supporting plate shakes after bearing is relieved, and then the bearing capacity of the scaffold standing people during operation is effectively enhanced.

Preferably, the scaffold upright rods are fixedly mounted on the surfaces of the scaffold upright rods, and scaffold cross rods are fixedly mounted between the scaffold upright rods.

Preferably, the second standing frame and the first standing frame comprise an installation frame and a bottom supporting plate, the surface of the inner side of the installation frame is fixedly provided with the bottom supporting plate, the upper surface of the bottom supporting plate is provided with penetrating holes, and the installation frame is located inside the bottom supporting plate and provided with bottom notches.

Preferably, the anti-shaking supporting plates are embedded into bottom openings between the bottom supporting plates, three groups of supporting vertical frames are arranged below the second standing vertical frame, and the number of the anti-shaking supporting plates is six.

Preferably, both ends of the supporting vertical frame are fixedly connected with the side partition plate, one end of the supporting vertical frame penetrates through a penetrating hole of the bottom supporting plate, and the cross rods of the scaffold are uniformly distributed between the upright rods of the scaffold.

Compared with the prior art, the utility model discloses following beneficial effect has:

the utility model discloses in, through the reinforcing apparatus who sets up, the bottom anti-skidding gasket of preventing shaking layer board upper surface pastes and supports the lower surface of the layer board of standing, and cooperation side anti-skidding gasket can improve the stability that the layer board was laid of standing with the side laminating of the layer board of standing, alleviates the phenomenon that the layer board of standing appears rocking after the bearing, and then effectively strengthens the bearing capacity when scaffold stands people's operation.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a view of the reinforcing apparatus of the present invention;

FIG. 3 is a schematic view of the structure of the standing support plate of the present invention;

fig. 4 is the schematic view of the split structure of the standing support plate of the present invention.

In the figure: 1. erecting a scaffold; 2. a scaffold rail; 3. scaffold diagonal rods; 4. a first standing frame; 5. a second standing frame; 6. a reinforcement device; 7. a standing support plate; 8. a side partition plate; 9. a support stand; 10. side anti-skid pads; 11. reinforcing the cross bar; 12. supporting the upright post; 13. an anti-sway pallet; 14. a bottom anti-slip gasket; 15. a bottom pallet; 16. a through hole; 17. a mounting frame; 18. the bottom is provided with a notch.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.

As shown in fig. 1 to 4, a cantilever beam type double-row high-bearing-capacity scaffold comprises a scaffold upright rod 1, a first standing frame 4 is fixedly mounted on the surface of the scaffold upright rod 1, a second standing frame 5 is fixedly mounted on the surface of the scaffold upright rod 1 above the first standing frame 4, standing support plates 7 are arranged inside the first standing frame 4 and the second standing frame 5, reinforcing devices 6 are arranged on the surfaces of the first standing frame 4 and the second standing frame 5, each reinforcing device 6 comprises a side partition plate 8, a support upright frame 9, a reinforcing cross rod 11, a support upright post 12 and an anti-shaking support plate 13, a support upright frame 9 is fixedly mounted on the upper surface of the side partition plate 8, a reinforcing cross rod 11 is fixedly mounted between the support upright frames 9, a support upright post 12 is fixedly mounted on the upper surface of the reinforcing cross rod 11, and an anti-shaking support plate 13 is fixedly mounted on the upper surface of the support upright post 12.

In this embodiment, the inboard fixed surface of side baffle 8 installs side anti-skidding gasket 10, the last fixed surface who prevents shaking layer board 13 installs bottom anti-skidding gasket 14, prevent shaking inside bottom opening 18 between layer board 13 embedding bottom layer board 15, prevent shaking the laminating of bottom anti-skidding gasket 14 of layer board 13 upper surface and support the lower surface of layer board 7 of standing, cooperate side anti-skidding gasket 10 and the side laminating of layer board 7 of standing, can improve the stability that layer board 7 laid of standing, alleviate the phenomenon that layer board 7 of standing appeared rocking after the bearing, and then effectively strengthen the bearing capacity when scaffold stands people's operation.

Scaffold frame pole setting 1's fixed surface installs scaffold frame down tube 3, and fixed mounting has scaffold frame horizontal pole 2 between the scaffold frame pole setting 1.

The second standing frame 5 and the first standing frame 4 comprise a mounting frame 17 and a bottom supporting plate 15, the bottom supporting plate 15 is fixedly mounted on the inner side surface of the mounting frame 17, a penetrating hole 16 is formed in the upper surface of the bottom supporting plate 15, and a bottom opening 18 is formed in the mounting frame 17 and is positioned between the bottom supporting plates 15.

The anti-shaking supporting plates 13 are embedded into bottom openings 18 between the bottom supporting plates 15, three groups of supporting vertical frames 9 are arranged below the second standing frame 5, and the total six anti-shaking supporting plates 13 are arranged.

Both ends of the supporting vertical frame 9 are fixedly connected with the side partition plate 8, one end of the supporting vertical frame 9 penetrates through a penetrating hole 16 of the bottom supporting plate 15, and the scaffold cross rods 2 are uniformly distributed between the scaffold upright rods 1.

It should be noted that, the utility model relates to a double high bearing capacity scaffold of cantilever beam type, when using, side baffle 8 sets up inside the installation frame 17 of first standing frame 4 and second standing frame 5, the layer board 7 of standing is laid in the installation region of installation frame 17, it is inside to prevent shaking bottom opening 18 between layer board 13 embedding bottom layer board 15, prevent shaking the laminating of bottom anti-skidding gasket 14 of layer board 13 upper surface and support the lower surface of layer board 7 of standing, cooperate side anti-skidding gasket 10 and the side laminating of layer board 7 of standing, can improve the stability that layer board 7 of standing was laid, alleviate the phenomenon that layer board 7 of standing appeared rocking after the bearing, and then effectively strengthen the bearing capacity when scaffold person of standing.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. Although embodiments of the present invention have been shown and described, it is not intended to limit the scope of the invention, which is defined by the appended claims and their equivalents, and all changes in equivalent structure or equivalent flow process that can be made by using the contents of the specification and drawings or applied directly or indirectly to other related technical fields are intended to be embraced therein by the scope of the invention.

Claims

1. The utility model provides a double high bearing capacity scaffold of cantilever beam type which characterized in that: the scaffold comprises a scaffold upright rod (1), wherein a first standing frame (4) is fixedly installed on the surface of the scaffold upright rod (1), a second standing frame (5) is fixedly installed on the surface of the scaffold upright rod (1) above the first standing frame (4), a standing supporting plate (7) is arranged inside the first standing frame (4) and the second standing frame (5), a reinforcing device (6) is arranged on the surface of the first standing frame (4) and the surface of the second standing frame (5), the reinforcing device (6) comprises a side partition plate (8), a supporting upright frame (9), a reinforcing cross rod (11), a supporting upright column (12) and an anti-shaking supporting plate (13), the supporting upright frame (9) is fixedly installed on the upper surface of the side partition plate (8), the reinforcing cross rod (11) is fixedly installed between the supporting upright frames (9), and the supporting upright column (12) is fixedly installed on the upper surface of the reinforcing cross rod (11), and the upper surface of the supporting upright post (12) is fixedly provided with an anti-shaking supporting plate (13).

2. The cantilever beam type double-row high-bearing-force scaffold as claimed in claim 1, wherein: the side anti-skid device is characterized in that a side anti-skid gasket (10) is fixedly mounted on the inner side surface of the side partition plate (8), and a bottom anti-skid gasket (14) is fixedly mounted on the upper surface of the anti-shaking supporting plate (13).

3. The cantilever beam type double-row high-bearing-force scaffold as claimed in claim 2, wherein: scaffold frame down tube (3) are installed to the fixed surface of scaffold frame pole setting (1), fixed mounting has scaffold frame horizontal pole (2) between scaffold frame pole setting (1).

4. The cantilever beam type double-row high-bearing-force scaffold as claimed in claim 3, wherein: the second stand frame (5) with first stand frame (4) include installation frame (17) and bottom layer board (15), installation frame (17) inboard fixed surface installs bottom layer board (15), penetrating hole (16) have been seted up to the upper surface of bottom layer board (15), the inside of installation frame (17) is located and has seted up bottom opening (18) between bottom layer board (15).

5. The cantilever beam type double-row high-bearing-force scaffold as claimed in claim 4, wherein: the anti-shaking supporting plates (13) are embedded into bottom openings (18) between the bottom supporting plates (15), three groups of supporting vertical frames (9) are arranged below the second standing frame (5), and the number of the anti-shaking supporting plates (13) is six.

6. The cantilever beam type double-row high-bearing-force scaffold as claimed in claim 5, wherein: the both ends of supporting grudging post (9) all with side baffle (8) fixed connection, the penetrating hole (16) of bottom layer board (15) are run through to the one end of supporting grudging post (9), scaffold frame horizontal pole (2) are located evenly distributed between scaffold frame pole setting (1).