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

Full scaffold using bailey frame as supporting platform Download PDF

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Publication number
CN220014370U
CN220014370U CN202321086434.9U CN202321086434U CN220014370U CN 220014370 U CN220014370 U CN 220014370U CN 202321086434 U CN202321086434 U CN 202321086434U CN 220014370 U CN220014370 U CN 220014370U
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China
Prior art keywords
scaffold
fixedly connected
bailey
support
full hall
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Application number
CN202321086434.9U
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Chinese (zh)
Inventor
吕连盛
韦佑科
杨建�
张正芬
吕宜霏
张鸿胜
卞宏菊
袁梦珂
吕加强
李长恩
刘兆洋
吴华
曹保亚
郑伟
毛建华
尚文培
贾昀
陈营营
朱晓丹
焦刘霞
李�瑞
温婷婷
秦艳
葛震
黄香玲
黄宪忠
梁丹
司春霞
杨宏颖
王炎
刘红楠
李新超
王媛媛
赵士铭
赵振宇
田国茂
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Yellow River Construction Engineering Group Co ltd
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Yellow River Construction Engineering Group Co ltd
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Application filed by Yellow River Construction Engineering Group Co ltd filed Critical Yellow River Construction Engineering Group Co ltd
Priority to CN202321086434.9U priority Critical patent/CN220014370U/en
Application granted granted Critical
Publication of CN220014370U publication Critical patent/CN220014370U/en
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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

Full scaffold using bailey frame as supporting platform
Technical Field
The utility model relates to the technical field of scaffolds, in particular to a full-hall scaffold using a bailey frame as a supporting platform.
Background
The scaffold is various supports which are constructed for workers to operate and solve the problems of vertical and horizontal transportation in a construction site and are used for building external walls, interior decoration or places where the layer height is higher and cannot be directly constructed, and the scaffold with lower height is changed into the scaffold with higher height in a superposition mode, so that the workers can perform construction work on the building with higher position;
the jacking is matched with the steel pipe and the scaffold in the construction process, plays roles of adjusting the heights of the scaffold and the pipe frame, balancing and supporting weights and bearing, is most widely applied in the construction process of plane construction business concrete pouring, namely, the cross beam made of steel bars is supported by the supporting wood plate, so that the length direction of the cross beam is kept horizontal, and concrete is conveniently poured into the cross beam in the follow-up process.
The existing scaffold jacking is U-shaped and can only support unidirectional wood boards, when the wood boards in multiple directions are needed to comprehensively support the cross beam, extra scaffolds are needed to be erected and jacking is needed to support the cross beam, materials are wasted, time is wasted when the scaffold is erected, and construction progress is prolonged.
Disclosure of Invention
The utility model aims to provide a full scaffold which uses a bailey frame as a supporting platform so as to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
a full scaffold using a bailey frame as a supporting platform comprises a plurality of bracket components, wherein the bracket components are connected in a clamping way through fastener components;
the support assembly comprises two support pipes, the two support pipes are fixedly connected through a bailey frame, and a jacking mechanism is arranged at the top of each support pipe.
Preferably, the fastener assembly comprises two connecting pieces, the two connecting pieces are symmetrically arranged, and the two connecting pieces are rotationally connected through a connecting shaft.
Preferably, one end of the connecting piece is rotatably connected with a clamping arm, a threaded bolt is arranged on the rotating end, far away from the connecting piece, of the clamping arm in a threaded mode, and a nut is arranged on the threaded bolt in a threaded mode.
Preferably, the jacking mechanism comprises a top plate, L-shaped mounting grooves are formed in four corners of the top plate, reinforcing plates are fixedly connected to four corners of the top surface of the top plate, and the L-shaped mounting grooves are located in front of the four reinforcing plates.
Preferably, angle steel is arranged in the L-shaped mounting groove in a welding mode, a threaded column is fixedly connected to the bottom surface of the top plate, a plurality of supporting plates are fixedly connected to the side surfaces of the tops of the threaded columns, and the tops of the supporting plates are fixedly connected to the bottom surface of the top plate.
Preferably, the screw thread post is last to be installed fastening nut, fastening nut's outside fixedly connected with a plurality of hand plates, the bottom of hand plate is provided with the sleeve pipe, the internal diameter of sleeve pipe and the external diameter looks adaptation of stay tube.
Compared with the prior art, the utility model has the beneficial effects that:
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.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a bracket assembly according to the present utility model;
FIG. 3 is a schematic view of a fastener assembly according to the present utility model;
fig. 4 is a schematic structural view of a jacking mechanism according to the present utility model.
In the figure: 1. a bracket assembly; 101. a support tube; 102. a bailey frame; 2. a fastener assembly; 201. a connecting piece; 202. a connecting shaft; 203. a clamp arm; 204. a threaded bolt; 205. a nut; 3. a jacking mechanism; 301. a top plate; 302. a reinforcing plate; 303. an L-shaped mounting groove; 304. angle steel; 305. a support plate; 306. a threaded column; 307. a fastening nut; 308. a hand plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which are obtained by a worker of ordinary skill in the art without creative efforts, are within the protection scope of the present utility model based on the embodiments of the present utility model.
Example 1:
referring to fig. 1 to 4, the present utility model provides a technical solution:
a full scaffold using a bailey frame as a supporting platform comprises a plurality of bracket components 1, wherein the bracket components 1 are connected in a clamping way through fastener components 2;
the bracket 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.
In this embodiment, as shown in fig. 1, 2, 3 and 4, the fastener assembly 2 includes two connecting members 201, the two connecting members 201 are symmetrically disposed, and the two connecting members 201 are rotationally connected by a connecting shaft 202.
In this embodiment, as shown in fig. 1, 2, 3 and 4, a clamp arm 203 is rotatably connected to one end of the connecting member 201, a threaded bolt 204 is threadedly mounted on the rotating end of the clamp arm 203 remote from the connecting member 201, and a nut 205 is threadedly mounted on the threaded bolt 204.
In this embodiment, as shown in fig. 1, 2, 3 and 4, the jacking mechanism 3 includes a top plate 301, L-shaped mounting grooves 303 are formed at 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.
In this embodiment, as shown in fig. 1, 2, 3 and 4, angle steel 304 is welded and installed in the L-shaped installation groove 303, a threaded post 306 is fixedly connected to the bottom surface of the top plate 301, a plurality of support plates 305 are fixedly connected to the top side surfaces of the threaded posts 306, and the top of the support plates 305 are fixedly connected to the bottom surface of the top plate 301.
Preferably, the screw thread post 306 is provided with a fastening nut 307 in a screw thread manner, the outer side of the fastening nut 307 is fixedly connected with a plurality of hand plates 308, the bottom of the hand plates 308 is provided with a sleeve, and the inner diameter of the sleeve is matched with the outer diameter of the supporting tube 101.
The application method and the advantages of the utility model are as follows: when the full scaffold using the bailey frame as the supporting platform is used, the working process is as follows:
as shown in fig. 1, fig. 2, fig. 3 and fig. 4, when the device is used, the scaffold with the required height length is transported to the site, the adjacent support assemblies 1 are connected through the fastener assemblies 2, after the bottom layer is built, the upper and lower adjacent support assemblies 1 are connected through the vertical fasteners, when the plane construction business concrete pouring construction is performed, the subsequent concrete pouring to the cross beam is facilitated through the arrangement of the jacking mechanism 3, the wood boards with different length directions can be placed on the top plate 301 by utilizing the mutual cooperation of the plurality of angle steels 304, the contact area with the cross beam is enlarged, the use amount of the scaffold is saved, the supporting effect is improved, the height of the top plate 301 is adjustable, the scaffold can be adapted 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. The foregoing has shown and described the basic principles, principal features and advantages of the utility model. The scope of the utility model is defined by the appended claims and equivalents thereof.

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).
CN202321086434.9U 2023-05-09 2023-05-09 Full scaffold using bailey frame as supporting platform Active CN220014370U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321086434.9U CN220014370U (en) 2023-05-09 2023-05-09 Full scaffold using bailey frame as supporting platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321086434.9U CN220014370U (en) 2023-05-09 2023-05-09 Full scaffold using bailey frame as supporting platform

Publications (1)

Publication Number Publication Date
CN220014370U true CN220014370U (en) 2023-11-14

Family

ID=88693589

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321086434.9U Active CN220014370U (en) 2023-05-09 2023-05-09 Full scaffold using bailey frame as supporting platform

Country Status (1)

Country Link
CN (1) CN220014370U (en)

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