CN220014370U - Full scaffold using bailey frame as supporting platform - Google Patents

Abstract

The utility model relates to the technical field of scaffolds, in particular to a full scaffold taking a bailey frame as a supporting platform, which comprises a plurality of bracket components, wherein the bracket components are connected through clamping of fastener components, each bracket component comprises two supporting tubes, the two supporting tubes are fixedly connected through the bailey frame, and a jacking mechanism is arranged at the top of each supporting tube. According to the utility model, through the arrangement of the bracket component, the fastener component and the jacking mechanism, when in use, the wooden boards with different length directions can be placed on the jacking by mutually matching the plurality of angle steels, the contact area with the cross beam is enlarged, the use amount of the scaffold is saved, the supporting effect is improved, the jacking height is adjustable, the scaffold can adapt to various working conditions, the applicability of the scaffold is improved, and meanwhile, the structural strength is improved through the structural arrangement of the bailey frame.

Description

A kind of scaffolding that uses Bailey frame as a supporting platform

Technical field

The utility model relates to the technical field of scaffolding, specifically a full-hall scaffolding using a Bailey frame as a supporting platform.

Background technique

Scaffolding refers to various supports built at the construction site for workers to operate and solve vertical and horizontal transportation. It is used for building exterior walls, interior decoration, or places with high floor heights where direct construction cannot be carried out. By superimposing, lower heights can be made The scaffolding becomes a higher-height scaffolding, allowing workers to carry out construction work on buildings at higher locations;

Jacking is used in conjunction with steel pipes and scaffolding during the construction process to adjust the height of the scaffolding and pipe racks, balance and support heavy objects, and bear the load. Among them, it is most widely used in the construction process of concrete pouring in flat construction, that is, through Support the wooden boards, and then use the wooden boards to support the cross beams made of steel bars to keep the length of the cross beams horizontal, making it easier to pour concrete into the cross beams later.

The existing U-shaped scaffolding jacks can only support one-way wooden boards. When multi-directional wooden boards are needed to fully support the beams, additional scaffolds and jacks need to be erected for support. This not only wastes wood but also causes Time is wasted when erecting scaffolding and the construction progress is extended.

Utility model content

The purpose of this utility model is to provide a full-hall scaffolding using a Bailey frame as a supporting platform, so as to solve the problems raised in the above-mentioned background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

A kind of full-hall scaffolding using a Bailey frame as a supporting platform, including a plurality of bracket components, and a plurality of the bracket components are snap-connected through fastener components;

The bracket assembly includes two support tubes, the two support tubes are fixedly connected through a Bailey frame, and a jacking mechanism is installed on the top of the support tube.

Preferably, the fastener assembly includes two connecting pieces, the two connecting pieces are arranged symmetrically, and the two connecting pieces are rotationally connected through a connecting shaft.

Preferably, a clamp arm is rotatably connected to one end of the connector, a threaded bolt is threadedly mounted on the rotating end of the clamp arm away from the connector, and a nut is threadedly mounted on the threaded bolt.

Preferably, the supporting mechanism includes a top plate, L-shaped mounting grooves are provided at the top four corners of the top plate, reinforcing plates are fixedly connected to the four corners of the top surface of the top plate, and the L-shaped mounting grooves are located on the four reinforced board front.

Preferably, an angle steel is welded and installed inside the L-shaped installation groove, a threaded column is fixedly connected to the bottom surface of the top plate, a number of support plates are fixedly connected to the top side of the threaded column, and the top of the support plate is fixed. Attached to the underside of the top plate.

Preferably, a fastening nut is threaded on the threaded column, and a number of hand plates are fixedly connected to the outside of the fastening nut. A casing is provided at the bottom of the hand plate, and the inner diameter of the casing is equal to the outer diameter of the support tube. suitable.

Compared with the existing technology, the beneficial effects of this utility model are:

Through the arrangement of the bracket assembly, the fastener assembly and the jacking mechanism, the utility model can use multiple angle steels to cooperate with each other to place wooden boards with different length directions on the jacking frame, thereby increasing the contact area with the cross beams and saving time on the scaffolding. usage, improve the support effect, and the jacking height is adjustable, so that the scaffolding can be adapted to a variety of working conditions, improving the applicability of the scaffolding, and at the same time, the structural strength is improved through the structural setting of the Bailey frame.

Description of the drawings

Figure 1 is a schematic diagram of the overall structure of the utility model;

Figure 2 is a schematic structural diagram of the bracket assembly of the present utility model;

Figure 3 is a schematic structural diagram of the fastener assembly of the present invention;

Figure 4 is a schematic structural diagram of the jacking mechanism of the present utility model.

In the picture: 1. Bracket assembly; 101. Support tube; 102. Bayley frame; 2. Fastener assembly; 201. Connector; 202. Connecting shaft; 203. Clamp arm; 204. Threaded bolt; 205. Nut; 3 , supporting mechanism; 301, top plate; 302, reinforcing plate; 303, L-shaped installation groove; 304, angle steel; 305, support plate; 306, threaded column; 307, fastening nut; 308, prototype.

Detailed ways

The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only part of the embodiments of the present utility model, not all implementations. example. Based on the embodiments of the present utility model, all other embodiments obtained by workers of ordinary skill in the art without creative efforts fall within the scope of protection of the present utility model.

Example 1:

Please refer to Figures 1 to 4. The present utility model provides a technical solution:

A kind of full-hall scaffolding using a Bailey frame as a supporting platform, including a plurality of bracket assemblies 1, and the plurality of bracket assemblies 1 are snap-connected through fastener assemblies 2;

The bracket assembly 1 includes two support tubes 101 . The two support tubes 101 are fixedly connected by a Bailey frame 102 . A jacking mechanism 3 is installed on the top of the support tubes 101 .

In this embodiment, as shown in Figures 1, 2, 3 and 4, the fastener assembly 2 includes two connectors 201. The two connectors 201 are symmetrically arranged. The two connectors 201 pass through the connecting shaft 202. Turn the connection.

In this embodiment, as shown in Figures 1, 2, 3 and 4, a clamp arm 203 is rotatably connected to one end of the connector 201, and a threaded bolt 204 is threadedly installed on the rotating end of the clamp arm 203 away from the connector 201. , a nut 205 is threadedly installed on the threaded bolt 204.

In this embodiment, as shown in Figures 1, 2, 3 and 4, the supporting mechanism 3 includes a top plate 301. The top four corners of the top plate 301 are provided with L-shaped mounting slots 303. The four corners of the top surface of the top plate 301 are A reinforcement plate 302 is fixedly connected, and an L-shaped installation groove 303 is located in front of the four reinforcement plates 302 .

In this embodiment, as shown in Figures 1, 2, 3 and 4, an angle steel 304 is welded and installed inside the L-shaped installation groove 303, a threaded column 306 is fixedly connected to the bottom surface of the top plate 301, and the top of the threaded column 306 is Several support plates 305 are fixedly connected to the side, and the tops of the support plates 305 are fixedly connected to the bottom surface of the top plate 301 .

Preferably, a fastening nut 307 is threadedly installed on the threaded column 306, and a number of hand plates 308 are fixedly connected to the outside of the fastening nut 307. A sleeve is provided at the bottom of the hand plate 308, and the inner diameter of the sleeve is suitable for the outer diameter of the support tube 101. match.

Usage methods and advantages of this utility model: When this kind of full-floor scaffolding that uses a Bailey frame as a supporting platform is in use, the working process is as follows:

As shown in Figure 1, Figure 2, Figure 3 and Figure 4, when using this device, the scaffolding with the required height and length is transported to the site, the adjacent bracket components 1 are connected through the fastener component 2, and the bottom layer is built Finally, the upper and lower adjacent bracket components 1 are connected through vertical fasteners. When the concrete is poured on the plane, the setting of the jacking mechanism 3 facilitates subsequent pouring of concrete into the cross beam, and multiple angle steels 304 are used to cooperate with each other. Wooden boards with different lengths can be placed on the top plate 301 to increase the contact area with the beams, save the use of scaffolding, and improve the support effect. The height of the top plate 301 is adjustable, so that the scaffold can be adapted to a variety of working conditions and improve the applicability of the scaffold. At the same time, the structural strength is improved through the structural setting of the Bailey frame. The basic principles, main features and advantages of the present utility model are shown and described above. The protection scope of the present utility model is defined by the appended claims and their equivalents.

Claims (6)

1. Full hall scaffold using bailey frame as supporting platform, including a plurality of bracket components (1), its characterized in that: the bracket components (1) are connected in a clamping way through the fastener components (2);

the support assembly (1) comprises two support pipes (101), the two support pipes (101) are fixedly connected through a bailey frame (102), and a jacking mechanism (3) is arranged at the top of each support pipe (101).

2. A full hall scaffold using bailey frames as support platform according to claim 1, wherein: the fastener assembly (2) comprises two connecting pieces (201), the two connecting pieces (201) are symmetrically arranged, and the two connecting pieces (201) are rotationally connected through a connecting shaft (202).

3. A full hall scaffold using bailey frames as support platform according to claim 2, characterized in that: the connecting piece (201) is characterized in that a clamping arm (203) is rotatably connected to one end of the connecting piece (201), a threaded bolt (204) is mounted on the rotating end, far away from the connecting piece (201), of the clamping arm (203), and a nut (205) is mounted on the threaded bolt (204) in a threaded mode.

4. A full hall scaffold using bailey frames as support platform according to claim 1, wherein: the jacking mechanism (3) comprises a top plate (301), L-shaped mounting grooves (303) are formed in four corners of the top plate (301), reinforcing plates (302) are fixedly connected to four corners of the top surface of the top plate (301), and the L-shaped mounting grooves (303) are located in front of the four reinforcing plates (302).

5. A full hall scaffold using bailey frames as support platform as claimed in claim 4 wherein: angle steel (304) is installed in the inside welding of L type mounting groove (303), fixedly connected with screw thread post (306) on the bottom surface of roof (301), fixedly connected with a plurality of backup pads (305) on the top side of screw thread post (306), the top fixed connection of backup pad (305) is on the bottom surface of roof (301).

6. A full hall scaffold using bailey frames as support platform as claimed in claim 5 wherein: the screw thread post (306) is threaded and is installed fastening nut (307), the outside fixedly connected with of fastening nut (307) is a plurality of hand plates (308), the bottom of hand plates (308) is provided with the sleeve pipe, the internal diameter of sleeve pipe and the external diameter looks adaptation of stay tube (101).