Vertical beam assembly of heavy scaffold tower column

Abstract

The utility model discloses a vertical beam assembly of a heavy scaffold tower column, and belongs to the technical field of heavy scaffold tower columns, the vertical beam assembly of the heavy scaffold tower column comprises a vertical supporting mechanism, the vertical supporting mechanism comprises a supporting assembly and a matched clamping assembly, the matched clamping assembly comprises a connecting joint, the supporting assembly is arranged in a rectangular shape, and the connecting joint is connected with the supporting assembly. The connecting joints are fixedly installed at the four corners of the supporting assemblies, limiting through holes are formed in the middles of the connecting joints, positioning pins are arranged in the limiting through holes of the connecting joints, the multiple sets of supporting assemblies and the multiple sets of matched clamping assemblies are vertically spliced, and the multiple sets of matched clamping assemblies are equally installed on the outer walls of the supporting assemblies through the connecting joints. The multiple sets of supporting assemblies are vertically spliced to facilitate mounting and dismounting, and meanwhile the multiple sets of matched clamping assemblies are equally mounted on the outer walls of the supporting assemblies through the connecting joints, so that connection with a plate buckle of a scaffold is facilitated.

Description

Technical Field

[0001] The utility model relates to the field of heavy-duty scaffolding tower columns, in particular to a vertical beam assembly of a heavy-duty scaffolding tower column. Background Art

[0002] The disc-type scaffolding is a common type of scaffolding, which is widely used in construction and other engineering fields. It has the advantages of simple structure, easy assembly and disassembly, strong bearing capacity and high stability.

[0003] When it comes to elevated structures or high-rise buildings in construction projects, the load-bearing capacity and stability of scaffolding are crucial. Heavy-duty support towers, as a crucial component of the support structure, must not only withstand the immense pressure from the superstructure and construction loads, but also ensure the stability and safety of the entire support structure. However, in some heavy-duty support scenarios, disc-type scaffolding suffers from insufficient load-bearing capacity and low stability. Inventing a vertical beam assembly for heavy-duty scaffolding towers to address these issues has become a pressing issue for those skilled in the art. Utility Model Content

[0004] In order to make up for the above deficiencies, the utility model provides a vertical beam assembly for a heavy-duty scaffolding tower column, aiming to improve the problems of insufficient bearing capacity and low stability of the disc-type scaffolding.

[0005] The utility model is realized as follows: a vertical beam assembly of a heavy-duty scaffolding tower column comprises

[0006] A vertical support mechanism includes a support assembly and a mating snap-fit ​​assembly, the mating snap-fit ​​assembly includes a connecting joint, the support assembly is rectangular, the connecting joint is fixedly installed at the four corners of the support assembly, a limited through hole is provided in the middle of the connecting joint, a positioning pin is provided in the limited through hole of the connecting joint, the support assembly and the mating snap-fit ​​assembly are respectively provided with multiple groups, multiple groups of the support assemblies are vertically spliced, and multiple groups of the mating snap-fit ​​assemblies are equally installed on the outer wall of the support assembly through the connecting joint.

[0007] In a preferred technical solution of the present invention, the support assembly includes a support rod, the support rod is square, and the middle part of the support rod is hollow.

[0008] In a preferred technical solution of the present invention, the bottom of the support rod is fixedly connected with a buckle joint, one end of the buckle joint is fixedly connected to the inner wall of the support rod, and the other end of the buckle joint is inserted and connected with the top of another group of support rods.

[0009] In a preferred technical solution of the present utility model, the buckle joint is rectangularly arranged, and the four walls at the ends of the buckle joint respectively correspond to and fit with the four inner walls at both ends of the support rod.

[0010] In a preferred technical solution of the present utility model, a connection tail seat is fixedly connected to the back of the connection joint. A right-angled groove is formed at the tail of the connection tail seat, and the right-angled groove corresponds to and fits with a corner of the support rod. The connection tail seat is welded to the support rod.

[0011] In a preferred technical solution of the present utility model, multiple groups of the connection joints and the connection tail seats are provided. Each group has four, and the four are correspondingly arranged at the four corners of the connection joint.

[0012] In a preferred technical solution of the present utility model, the spacing between multiple groups of the connection joints and the connection tail seats is the same as the spacing between the discs of the disk-locked scaffolding.

[0013] In a preferred technical solution of the present utility model, the side view of the connection joint is in a C-shaped arrangement. Through holes are respectively formed in the middle parts of the top and bottom sections of the connection joint. The positioning pins respectively penetrate through the through holes of the connection joint. A scaffolding disk buckle is arranged in the middle of the C-shaped connection joint, and the positioning pins correspondingly penetrate through the through holes of the disk buckle.

[0014] In a preferred technical solution of the present utility model, the positioning pin is rectangularly arranged. One side of the positioning pin is inclined, and the bottom end of the positioning pin is in an arc shape.

[0015] In a preferred technical solution of the present utility model, a through hole is formed in the middle of the arc at the bottom of the positioning pin.

[0016] The beneficial effects of the present utility model are as follows: A vertical beam assembly of a heavy-duty scaffolding tower column obtained by the above design of the present utility model. When in use, when vertically splicing multiple support assemblies, the buckle joint fixed at the bottom of the support rod is inserted into the top of another group of support rods, realizing the vertical splicing of the support assemblies. At the same time, the disk buckle is correspondingly clamped with the connection joint, and the positioning pins correspondingly penetrate through the through holes of the connection joint and the scaffolding disk buckle, realizing the stable connection between the vertical beam assemblies, ensuring the stable connection between the vertical beam assemblies, and improving the stability of the overall structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the following will briefly introduce the drawings required for use in the embodiments. It should be understood that the following drawings only show some embodiments of the present utility model, and thus should not be regarded as limiting the scope. For those of ordinary skill in the art, other related drawings can also be obtained based on these drawings without creative efforts.

[0018] Figure 1 This is a schematic structural diagram of the vertical support mechanism provided by an embodiment of the present utility model;

[0019] Figure 2 A schematic diagram of a top view structure provided for an embodiment of the utility model;

[0020] Figure 3 Schematic diagrams of various structures provided for the implementation of the utility model;

[0021] Figure 4 This is a schematic diagram of the component disassembly structure provided in an embodiment of the present utility model.

[0022] In the figure: 100 - vertical support mechanism; 110 - support assembly; 111 - support rod; 112 - buckle joint; 120 - matching snap-fit ​​assembly; 121 - connecting section; 122 - positioning pin; 123 - connecting tailstock. DETAILED DESCRIPTION

[0023] To make the purpose, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0024] See also Figure 1 and Figure 2 The utility model provides a technical solution: a vertical beam assembly of a heavy-duty scaffolding tower column, comprising

[0025] The vertical support mechanism 100 includes a support assembly 110 and a matching snap-fit ​​assembly 120. The matching snap-fit ​​assembly 120 includes a connecting joint 121. The support assembly 110 is rectangular. The connecting joint 121 is fixedly installed at the four corners of the support assembly 110. A limited through hole is provided in the middle of the connecting joint 121. A positioning pin 122 is provided in the limited through hole of the connecting joint 121. The support assembly 110 and the matching snap-fit ​​assembly 120 are respectively provided with multiple groups. Multiple groups of support assemblies 110 are vertically spliced. Multiple groups of matching snap-fit ​​assemblies 120 are equally installed on the outer wall of the support assembly 110 through the connecting joint 121. The vertical splicing of multiple groups of support assemblies 110 is convenient for installation and disassembly. At the same time, multiple groups of matching snap-fit ​​assemblies 120 are equally installed on the outer wall of the support assembly 110 through the connecting joint 121, which is convenient for connection with the buckle of the scaffolding.

[0026] See also Figures 2 to 4, the support component 110 includes a support rod 111. The support rod 111 is square-shaped and hollow in the middle. A buckle joint 112 is fixedly connected to the bottom of the support rod 111. One end of the buckle joint 112 is fixedly connected to the inner wall of the support rod 111, and the other end of the buckle joint 112 is inserted and connected to the top of another group of support rods 111. The buckle joint 112 is rectangular, and the four walls at the end of the buckle joint 112 are respectively in corresponding contact with the inner four walls at both ends of the support rod 111. A connection tail seat 123 is fixedly connected to the back of the connection joint 121. A right-angled groove is provided at the tail of the connection tail seat 123, and the right-angled groove is in corresponding contact with a corner of the support rod 111. The connection tail seat 123 is welded to the support rod 111. The two support rods 111 are connected by a connection joint 121. The size of the connection joint 121 is slightly smaller than the size of the support rod 111 to facilitate the connection of the two support rods 111.

[0027] There are multiple groups of connection joints 121 and connection tail seats 123. Each group has four, and the four are correspondingly arranged at the four corners of the connection joint 121. The spacing between multiple groups of connection joints 121 and connection tail seats 123 is the same as the spacing between the discs of the disk-spliced scaffolding. The connection tail seat 123 is fixed at the four corners of the support rod 111 mainly because the contact surface is larger when fixed at the four corners, and at the same time, the right-angled structure has better stress conditions and can bear greater loads. The side view of the connection joint 121 is in a U-shaped setting. Through holes are respectively provided in the middle of the top and bottom sections of the connection joint 121. The positioning pins 122 respectively penetrate through the through holes of the connection joint 121. A scaffolding disk buckle is provided in the middle of the U-shaped connection joint 121, and the positioning pins 122 correspondingly penetrate through the through holes of the disk buckle. The positioning pins 122 are rectangular, one side of the positioning pin 122 is inclined, and the bottom end of the positioning pin 122 is arc-shaped. A through hole is provided in the middle of the arc at the bottom of the positioning pin 122.

[0028] Working principle: When vertically splicing multiple support components 110, the buckle joint 112 fixed to the bottom of the support rod 111 is inserted into the top of another group of support rods 111, realizing the vertical splicing of the support components 110. At the same time, the disk buckle is correspondingly clamped with the connection joint 121, so that the positioning pins 122 correspondingly penetrate through the through holes of the connection joint 121 and the scaffolding disk buckle, realizing the stable connection between the vertical beam components.

[0029] The above is only the preferred implementation mode of the present invention and is not used to limit the present invention. For those skilled in the art, the present invention can have various changes and modifications. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A vertical beam assembly for a heavy-duty scaffolding tower, characterized in that: including a vertical support mechanism, the vertical support mechanism includes a support component and a mating clamping component, the mating clamping component includes a connecting section, the support component is rectangularly arranged, the connecting section is fixedly installed at the four corners of the support component, a limiting through hole is opened in the middle of the connecting section, a positioning pin is arranged in the limiting through hole of the connecting section, multiple groups of the support component and the mating clamping component are respectively provided, multiple groups of the support component are vertically spliced, and multiple groups of the mating clamping component are equally divided and installed on the outer wall of the support component through the connecting section.

2. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 1, characterized in that: The support component includes a support rod, the support rod is square-shaped, and the middle of the support rod is hollow.

3. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 2, characterized in that: A buckle joint is fixedly connected to the bottom of the support rod, one end of the buckle joint is fixedly connected to the inner wall of the support rod, and the other end of the buckle joint is inserted and connected to the top of another group of support rods.

4. A vertical beam assembly for a heavy-duty scaffolding tower as claimed in claim 3, characterized in that: The buckle joint is rectangularly arranged, and the four walls at the end of the buckle joint are respectively in corresponding contact with the inner four walls at both ends of the support rod.

5. The vertical beam assembly of a heavy-duty scaffolding tower according to claim 3, characterized in that: A connecting tail seat is fixedly connected to the back of the connecting section, a right-angle groove is opened at the tail of the connecting tail seat, the right-angle groove is in corresponding contact with a corner of the support rod, and the connecting tail seat is welded to the support rod.

6. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 5, characterized in that: Multiple groups of the connecting section and the connecting tail seat are provided, four in each group, and the four are correspondingly arranged at the four corners of the connecting section.

7. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 6, characterized in that: The spacing between multiple groups of the connecting section and the connecting tail seat is the same as the spacing between the discs of the disk-spliced scaffolding.

8. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 7, characterized in that: The side view of the connecting section is in a C-shaped arrangement, through holes are respectively opened in the middle of the top and bottom sections of the connecting section, the positioning pins respectively penetrate through the through holes of the connecting section, a scaffolding disk buckle is arranged in the middle of the C-shaped connecting section, and the positioning pins correspondingly penetrate through the through holes of the disk buckle.

9. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 8, characterized in that: The positioning pin is rectangularly arranged, one side of the positioning pin is inclined, and the bottom end of the positioning pin is arc-shaped.

10. A vertical beam assembly for a heavy-duty scaffolding tower according to claim 9, characterized in that: A through hole is opened in the middle of the arc at the bottom of the positioning pin.

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