CN212249161U

CN212249161U - Dish knot formula scaffold frame

Info

Publication number: CN212249161U
Application number: CN202020442192.2U
Authority: CN
Inventors: 王炜; 时宇; 宋国鹏; 迟鹏; 张鹏; 徐伟忠
Original assignee: Sucgm Ltd
Current assignee: Sucgm Ltd; Shanghai Urban Construction Municipal Engineering Group Co Ltd
Priority date: 2020-03-31
Filing date: 2020-03-31
Publication date: 2020-12-29
Anticipated expiration: 2030-03-31

Abstract

The utility model belongs to the technical field of the construction technology and specifically relates to a dish knot formula scaffold frame, its characterized in that: the main body of the scaffold is a frame body formed by vertically and horizontally staggered upright poles and cross poles, wherein the cross poles are uniformly arranged at intervals along the rod body direction of the upright poles, and the upright poles and the cross poles are connected in a socket joint mode through disc buckles; along the working face direction of scaffold frame, scaffold frame is every a plurality of strides and is set up reinforcement support body and down tube, wherein reinforcement support body lateral part stretch out in outside the main part of scaffold frame, the down tube reinforcement is being located adjacently between the pole setting. The utility model has the advantages that: the structure is simple and reasonable, and the force bearing effect is good and stable; the safety requirement of construction is met, and the personal safety of constructors can be effectively protected; the construction material of the scaffold can be saved, and the construction material can be conveniently recycled, so that the method is green and environment-friendly; the construction cost is reduced, and the economy is good.

Description

Dish knot formula scaffold frame

Technical Field

The utility model belongs to the technical field of the construction technology and specifically relates to a dish knot formula scaffold frame.

Background

The scaffold mainly comprises members such as pole setting, horizontal pole, down tube, mainly used construction work uses, and it is in the use, and constructor need climb and carry out the construction operation on the scaffold, and consequently the structural strength and the stability of scaffold often are first design factor, and it need consider the influence of various resistance to its structure to guarantee constructor's personal safety. At present, the overall strength of the scaffold is often improved by increasing the sizes of rods such as vertical rods, cross rods and inclined rods and increasing the connection strength of the rods through the body size matching of the disc buckling type scaffold, the construction cost can be increased by the methods, the erection period of the scaffold can be increased, and the adverse effect on the construction period is further caused.

Disclosure of Invention

The utility model aims at providing a dish knot formula scaffold frame according to above-mentioned prior art is not enough, connects member cooperation interval arrangement's down tube and reinforcement support body through dish knot formula, when guaranteeing scaffold frame structural strength, improves the efficiency of construction, reduces construction cost.

The utility model discloses the purpose is realized accomplishing by following technical scheme:

the utility model provides a dish knot formula scaffold frame which characterized in that: the main body of the scaffold is a frame body formed by vertically and horizontally staggered upright poles and cross poles, wherein the cross poles are uniformly arranged at intervals along the rod body direction of the upright poles, and the upright poles and the cross poles are connected in a socket joint mode through disc buckles; along the working face direction of scaffold frame, scaffold frame is every a plurality of strides and is set up reinforcement support body and down tube, wherein reinforcement support body lateral part stretch out in outside the main part of scaffold frame, the down tube reinforcement is being located adjacently between the pole setting.

The upright rod is formed by assembling a plurality of upright rod sections, and the upright rod sections are connected in a socket joint mode through connecting sleeves.

A supporting panel as a working platform is paved on the main body of the scaffold which is close to one side of the working surface of the scaffold.

And high foot blocking plates are arranged at the periphery of the supporting panel.

And an anti-falling safety net is arranged on the scaffold body below the supporting panel.

And a vertical rod is arranged at the outermost side of each span of the scaffold main body close to one side of the working surface of the scaffold.

An upper channel and a lower channel are erected at the positions of the vertical rods, and dense mesh safety nets are arranged on two sides of the channels.

And a protective railing is arranged on the scaffold body at the height position of the operation platform, and a safety net is hung on the outer vertical surface of the scaffold body.

The reinforcing frame bodies are arranged at intervals of five spans along the working face direction of the scaffold; the inclined rods are arranged at intervals of four spans along the direction of the working face of the scaffold.

The utility model has the advantages that: the structure is simple and reasonable, and the force bearing effect is good and stable; the safety requirement of construction is met, and the personal safety of constructors can be effectively protected; the construction material of the scaffold can be saved, and the construction material can be conveniently recycled, so that the method is green and environment-friendly; the construction cost is reduced, and the economy is good.

Drawings

Fig. 1 is a first layout plan of the present invention;

fig. 2 is a second layout plan of the present invention;

FIG. 3 is a cross-sectional view of FIG. 1;

FIG. 4 is a cross-sectional view of FIG. 2;

fig. 5 is a schematic view of the connection of the rods according to the present invention.

Detailed Description

The features of the present invention and other related features are described in further detail below by way of example in conjunction with the accompanying drawings to facilitate understanding by those skilled in the art:

as shown in fig. 1-5, the symbols 1-16 are respectively shown as: the scaffold comprises a scaffold body 1, vertical rods 2, cross rods 3, inclined rods 4, a supporting panel 5, a reinforcing frame body 6, cast-in-place piles 7, a net hanging injection layer 8, side walls 9, high foot blocking plates 10, an anti-falling safety net 11, an upper channel 12, a lower channel 12, a bottom plate 13, vertical rod sections 14, disc buckles 15 and connecting sleeves 16.

Example (b): the disk-buckle type scaffold in the embodiment is used in building construction, as shown in fig. 1, the scaffold body 1 is used for constructing a net hanging injection layer 8 on one side of a cast-in-place pile 7 under a construction condition of a certain height; the scaffold body 1 shown in fig. 2 is used for constructing the side wall 9 on the side of the net-hanging spray layer 8. At this time, as shown in fig. 1 or fig. 2, one side surface of the scaffold body 1 in the direction close to the suspended net injection layer 8 or the side wall 9 is used as a working surface, and the area of the working surface should meet the construction requirement, that is, the constructor can complete the requirement of performing the construction on the construction target within the range of the working surface.

Referring to fig. 1 and 3, the scaffold body 1 in this embodiment is erected on a bottom plate 13, and is a frame body formed by splicing vertical rods 2 and horizontal rods 3 in a criss-cross manner, wherein the vertical rods 2 are uniformly arranged at intervals to form supporting points of the scaffold body 1, and the horizontal rods 3 are arranged at intervals along the height direction of the vertical rods 2 and connect and fix the vertical rods 2 to form an integral structure, so as to ensure that the scaffold body 1 has good structural strength and stability.

For the structural strength who improves scaffold body 1, as shown in fig. 1, along scaffold body 1's working face direction, interval arrangement has the reinforcement support body 6 on scaffold body 1, and every reinforcement support body 6 all is connected fixedly with scaffold body 1, and the position of reinforcement support body 6 stretches out and improves the structural strength and the load effect of dish knot formula scaffold outside scaffold body 1 with the mode through increasing the strong point and increase holding surface. Meanwhile, as shown in fig. 1 and 3, the scaffold body 1 is further provided with diagonal rods 4, the diagonal rods 4 are also arranged at intervals along the working face direction of the scaffold body 1, and are obliquely connected and fixed between two adjacent vertical rods 2 and between the adjacent upper and lower cross rods 3, so that the connection strength between the rod pieces is improved, and the structural strength of the scaffold body 1 is further improved. Therefore, through the mode that two modes mutually supported in this embodiment, when improving 1 load effect of scaffold body, practice thrift member and corresponding construction cost, compare in conventional full hall scaffold etc. used member quantity is very few, has greatly improved the efficiency of construction.

As shown in fig. 1 or 2, a support panel 5 is laid on the scaffold body 1 on the working surface side of the scaffold body 1, and the support panel 5 constitutes a work platform on which a worker walks to perform a corresponding work. As shown in fig. 3 or fig. 4, a circle of high-grade foot baffles 10 is arranged around the supporting panel 5, and the high-grade foot baffles 10 are plate bodies higher than the supporting panel 5, so as to provide safety protection, and if an object falls or a person falls down and rolls to the edge of a scaffold, the high-grade foot baffles 10 can block the object to avoid falling from high altitude. In order to further improve the safety, an anti-falling safety net 11 is further arranged in the scaffold body 1 below the supporting panel 5, the range of the anti-falling safety net 11 meets the requirement of surrounding the operation platform, and even if a constructor falls from the operation platform carelessly, the constructor can be protected by the anti-falling safety net 11 to avoid personal danger.

As shown in fig. 3, in order to facilitate the constructors to climb onto the working platform, a vertical rod 2 is arranged at the outermost side of each span of the scaffold main body close to one side of the working surface of the scaffold. An upper channel 12 and a lower channel 12 are arranged at the position of the vertical rod 2, the upper channel 12 and the lower channel can be erected by utilizing a template to match with a rod piece, and meanwhile, dense mesh safety nets are arranged on two sides of the upper channel 12 and the lower channel, so that the safety of construction personnel during climbing up and down is guaranteed.

As shown in fig. 5, the upright 2 is formed by splicing a plurality of upright segments 14, and the upright segments 14 are fixed by socket-and-socket connection through connecting sleeves 16. The vertical rod section 14 and the cross rod 3 are connected and fixed in a socket-and-spigot manner through a disc buckle 15. In this case, as shown in fig. 5, when one vertical rod section is located at a position required to be fixedly connected with the cross rod 3 in a socket manner and another vertical rod section in a socket manner, the connection can be completed by adopting a structure form of a disc buckle 15 with a plurality of sockets or a structure form of a combination of the disc buckle 15 and the connecting sleeve 16.

As shown in fig. 1 and 5, the uprights of the first floor of the scaffold body 1 are staggered with different lengths, and the vertical distance of the staggered uprights is not less than 500 mm. When the height difference of the foundation is large, the height difference of the nodes of the upright rods of 0.5m can be used for adjustment, so that the structural strength of the scaffold body 1 is improved.

In the embodiment, in specific implementation: a guard rail is arranged on the outer side of the working platform position (namely the layer where the supporting panel 5 is located) of the scaffold main body 1, and a safety net is hung on the outer vertical surface of the scaffold main body 1, so that all-around safety protection is formed around the working platform.

The reinforcing frame bodies 6 are arranged at intervals of five spans along the working face direction of the scaffold body 1; the diagonal rods 4 are arranged at four-span intervals in the working face direction of the scaffold body 1 to achieve optimal selection of structural safety and economy.

Although the conception and the embodiments of the present invention have been described in detail with reference to the drawings, those skilled in the art will recognize that various changes and modifications can be made therein without departing from the scope of the appended claims, and therefore, the description thereof is not repeated herein.

Claims

1. The utility model provides a dish knot formula scaffold frame which characterized in that: the main body of the scaffold is a frame body formed by vertically and horizontally staggered upright poles and cross poles, wherein the cross poles are uniformly arranged at intervals along the rod body direction of the upright poles, and the upright poles and the cross poles are connected in a socket joint mode through disc buckles; along the working face direction of scaffold frame, scaffold frame is every a plurality of strides and is set up reinforcement support body and down tube, wherein reinforcement support body lateral part stretch out in outside the main part of scaffold frame, the down tube reinforcement is being located adjacently between the pole setting.

2. A disc scaffold according to claim 1, wherein: the upright rod is formed by assembling a plurality of upright rod sections, and the upright rod sections are connected in a socket joint mode through connecting sleeves.

3. A disc scaffold according to claim 1, wherein: a supporting panel as a working platform is paved on the main body of the scaffold which is close to one side of the working surface of the scaffold.

4. A disc scaffold according to claim 3, wherein: and high foot blocking plates are arranged at the periphery of the supporting panel.

5. A disc scaffold according to claim 3, wherein: and an anti-falling safety net is arranged on the scaffold body below the supporting panel.

6. A disc scaffold according to claim 3, wherein: and a vertical rod is arranged at the outermost side of each span of the scaffold main body close to one side of the working surface of the scaffold.

7. A disc scaffold according to claim 6, wherein: an upper channel and a lower channel are erected at the positions of the vertical rods, and dense mesh safety nets are arranged on two sides of the channels.

8. A disc scaffold according to claim 3, wherein: the scaffold body at the height position of the operation platform is provided with a protective railing and a safety net is hung inside the outer side of the scaffold body.

9. A disc scaffold according to claim 1, wherein: the reinforcing frame bodies are arranged at intervals of five spans along the working face direction of the scaffold; the inclined rods are arranged at intervals of four spans along the direction of the working face of the scaffold.