A steel structure with an auxiliary support structure

CN224648096UActive Publication Date: 2026-08-18JIAOZUO PUFENG STEEL STRUCTURE CO LTD
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Patent Information

Application Number
CN202521725196.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-08-14
Publication Date
2026-08-18
Estimated Expiration
2035-08-14

AI Technical Summary

Technical Problem

[0005]为了弥补以上不足,本实用新型提供了一种具备辅助支撑结构的钢结构,旨在改善具备辅助支撑结构的钢结构,在通常情况下辅撑装置占用面积大,不便上料以及不便两侧都采用斜撑的方式的问题

Benefits of technology

[0014]与现有技术相比,本实用新型通过上述设计得到的一种具备辅助支撑结构的钢结构,使用时,通过支撑板可以转动丝柱,从而使得丝柱通过转动可以在支撑腿内上下移动,故而可以使得最底部的脚手架可以适用不同的高度差,随后通过螺丝穿过连块二拧入螺纹孔的方式,能够将套环一、套环二和转杆连接到一起,随后使得转杆一端着地,并且通过插销穿过转杆插入地底,故而能够通过转杆斜撑该脚手架不倾斜,随着脚手架搭建的越来越高,可以在最上层搭建的砖面上放置软套,随后使得拉板一面顶着墙,而滑杆插入拉杆内,拉杆通过半圆板套接在支撑腿上,随后通过卡销插入卡孔和定位孔内,从而通过墙面即可利用拉撑件拉拽着脚手架不倾斜,故而进一步达到辅撑目的,且拉撑件不会使得脚手架离墙面较远,并且拉撑件和斜撑件因其占用面积小,还不影响墙面搭建过程中的上料。

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Abstract

The utility model provides a kind of steel structure with auxiliary support structure belongs to auxiliary support technical field.The steel structure with auxiliary support structure includes height-adjusting structure and the auxiliary support structure of sleeve joint in the height-adjusting structure side, the height-adjusting structure includes support leg and height-adjusting piece, the height-adjusting piece is screw thread connection in the support leg inside, the auxiliary support structure includes inclined brace and tension brace, the tension brace sleeve node in the support leg side, the inclined brace includes sleeve ring one, the sleeve ring one sleeve joint in the support leg side, the sleeve ring one side is fixed with link block one, the link block one side is equipped with screw hole, the sleeve ring one side is provided with sleeve ring two, the sleeve ring two side is fixed with link block two.The utility model is inclined to the most bottom scaffold and is adjusted height mode, can guarantee that scaffold bottom does not shift, then through the setting of tension brace, can guarantee that the scaffold that builds higher and higher does not incline.
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Description

Technical Field

[0001] This utility model relates to the field of auxiliary support technology, and more specifically, to a steel structure with an auxiliary support structure. Background Technology

[0002] When building a house in rural areas, scaffolding is usually needed to build walls at higher levels. However, due to the foundation of a self-built house, there will be a certain height difference between the ground at the foundation and the ground further away. Therefore, when erecting scaffolding, bricks are usually used to support the lower ground to solve the height difference. This method is very practical when the scaffolding is low, but when the scaffolding is stacked high, it is easy to tilt due to instability at the bottom. Therefore, auxiliary support devices are needed to ensure that the scaffolding does not tilt.

[0003] Chinese Patent No. CN220247534U provides a scaffold with an inclined auxiliary support structure, including a scaffold body. Back plates are installed on corresponding sides of the scaffold body, and diagonal braces are installed on corresponding sides of the two back plates near both ends. Mounting blocks are installed on corresponding sides of the diagonal braces, and support legs are installed on the bottom of the mounting blocks near their respective sides. A base plate is installed at the bottom of each support leg, and several sets of mounting slots are formed inside each base plate. Concrete nails are movably installed inside each of the mounting slots. The design, using components such as diagonal braces, mounting blocks, support legs, base plates, concrete nails, connecting rods, and through slots, effectively solves the problem that existing scaffolds often lack effective diagonal bracing structures, leading to lateral swaying during use and affecting normal operation.

[0004] Currently, existing steel structures with auxiliary support structures can prevent scaffolding from swaying left and right, but their auxiliary devices occupy a large area, which can make it inconvenient for workers to go up and down and affect the loading of materials. In addition, if the auxiliary support method of diagonal bracing is also used when one side of the scaffolding is a wall, the wall must be built far away from the scaffolding. Utility Model Content

[0005] To overcome the above shortcomings, this utility model provides a steel structure with an auxiliary support structure, which aims to improve the problems of steel structures with auxiliary support structures, such as the large area occupied by the auxiliary support device, the inconvenience of loading materials, and the inconvenience of using diagonal bracing on both sides.

[0006] This utility model is implemented as follows: This utility model provides a steel structure with an auxiliary support structure, including a height adjustment structure and an auxiliary support structure sleeved on one side of the height adjustment structure. The height adjustment structure includes a support leg and a height adjustment component, the height adjustment component being threadedly connected inside the support leg. The auxiliary support structure includes a diagonal brace and a tension brace, the tension brace being sleeved on one side of the support leg. The diagonal brace includes a first collar, the first collar being sleeved on one side of the support leg. A first connecting block is fixed to one side of the first collar, a threaded hole is opened on one side of the first connecting block, a second collar is provided on one side of the first collar, a second connecting block is fixed to one side of the second collar, a rotating rod is rotatably connected to one side of the second connecting block, and a pin is sleeved inside the rotating rod.

[0007] In one embodiment of this utility model, a connecting rod is fixed to one side of the support leg, and a connecting shaft is fixed to one side of the support leg.

[0008] In one embodiment of this utility model, a diagonal rod is sleeved on one side of the connecting shaft, and a connecting pipe is fixed to the top of the support leg.

[0009] In one embodiment of this utility model, the height adjustment component includes a threaded rod, which is threadedly connected inside the support leg. A rotating shaft is fixed to one side of the threaded rod, and a rotating block is rotatably connected to one side of the rotating shaft.

[0010] In one embodiment of this utility model, a support plate is fixed to the bottom of the rotating block, and an anti-slip pad is fixed to the bottom of the support plate.

[0011] In one embodiment of this utility model, the support member includes a pull rod, which is sleeved on one side of the support leg. A locking hole is provided at the top of the pull rod, and a sliding rod is provided inside the pull rod.

[0012] In one embodiment of this utility model, a positioning hole is provided at the top of the slide rod, and a pull plate is fixed at the end of the slide rod.

[0013] In one embodiment of this utility model, a soft sleeve is fitted onto one side of the slide rod, and a support block is fixed to one side of the soft sleeve.

[0014] Compared with the prior art, the steel structure with auxiliary support structure obtained by the above design of this utility model can be used in a way that allows the screw column to be rotated through the support plate, thereby enabling the screw column to move up and down within the support leg. Therefore, the bottom scaffolding can be adapted to different height differences. Then, by screwing the screw through the connecting block two into the threaded hole, the first collar, the second collar, and the rotating rod can be connected together. Then, one end of the rotating rod touches the ground, and a pin passes through the rotating rod and is inserted into the ground. Therefore, the rotating rod can be used for diagonal bracing. The scaffolding remains tilted. As the scaffolding rises higher, a soft sleeve can be placed on the top layer of bricks, allowing the tie plate to rest against the wall. The sliding rod is inserted into the tie rod, which is then connected to the support leg via a semi-circular plate. The tie rod is then inserted into the locking and positioning holes using pins. Thus, the scaffolding is held in place by the wall support components, further achieving the purpose of auxiliary support. The support components do not cause the scaffolding to be too far from the wall, and because the support components and diagonal braces occupy a small area, they do not affect the material loading process during the wall construction. Attached Figure Description

[0015] To more clearly illustrate the technical solutions of the embodiments of this utility model, the drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of this utility model and should not be regarded as a limitation of the scope. For those skilled in the art, other related drawings can be obtained from these drawings without creative effort.

[0016] Figure 1 This is a schematic diagram of the overall steel structure with auxiliary support structure provided by an embodiment of the present invention; Figure 2 A schematic diagram of a steel structure height adjustment component with an auxiliary support structure provided for an embodiment of this utility model; Figure 3 A schematic diagram of a steel structure diagonal brace with an auxiliary support structure provided for an embodiment of this utility model; Figure 4 A schematic diagram of a steel structure bracing member with an auxiliary support structure provided for an embodiment of this utility model.

[0017] In the diagram: 100-Height adjustment structure; 110-Support leg; 111-Connecting rod; 112-Connecting shaft; 113-Diagonal brace; 114-Connecting pipe; 120-Height adjustment component; 121-Threaded column; 122-Rotating shaft; 123-Rotating block; 124-Support plate; 125-Anti-slip pad; 200-Auxiliary support structure; 210-Diagonal brace; 211-Loop ring one; 212-Connecting block one; 213-Threaded hole; 214-Loop ring two; 215-Connecting block two; 216-Rotating rod; 217-Pin; 220-Tie support component; 221-Tie rod; 222-Clamping hole; 223-Slide rod; 224-Positioning hole; 225-Pull plate; 226-Soft sleeve; 227-Support block. Detailed Implementation

[0018] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model. Example

[0019] Please see Figure 1-4 This utility model provides a technical solution: a steel structure with an auxiliary support structure, including a height adjustment structure 100 and an auxiliary support structure 200 sleeved on one side of the height adjustment structure 100. The height adjustment structure 100 includes a support leg 110 and a height adjustment component 120, which is threaded into the support leg 110. The auxiliary support structure 200 includes a diagonal brace 210 and a tension brace 220, which is sleeved on one side of the support leg 110. The diagonal brace 210 includes a first collar 211, which is sleeved on one side of the support leg 110. The first collar 211 and the second collar 214 can be connected by bolts. The support leg 110 is clamped and fixed. A connecting block 212 is fixed to one side of the collar 211. A threaded hole 213 is opened on one side of the connecting block 212. After the bolt passes through the connecting block 215 and is screwed into the threaded hole 213, the collar 211 and the collar 214 can be clamped on the support leg 110. A collar 214 is provided on one side of the collar 211. A connecting block 215 is fixed to one side of the collar 214. A rotating rod 216 is rotatably connected to one side of the connecting block 215. A pin 217 is sleeved inside the rotating rod 216. The pin 217 passes through the rotating rod 216 and inserts into the ground to prevent the rotating rod 216 from shifting.

[0020] Please see Figure 1-2One side of the support leg 110 is fixed with a connecting rod 111. The bottommost scaffold support leg 110 is different from the other scaffold support legs 110 because it has internal threads, while the other scaffold support legs 110 have holes that mate with the connecting pipe 114. One side of the support leg 110 is fixed with a connecting shaft 112, and one side of the connecting shaft 112 is fitted with a diagonal rod 113. The matching of the connecting shaft 112 and the diagonal rod 113 is a common limiting method used in existing scaffolding. The top of the support leg 110 is fixed with a connecting pipe 114. The height adjustment component 120 includes a threaded post 121, which is threaded into the inside of the support leg 110. One side of the threaded post 121 is fixed with a rotating shaft 122, and one side of the rotating shaft 122 is rotatably connected with a rotating block 123. The bottom of the rotating block 123 is fixed with a support plate 124. The support plate 124 can rotate to ensure that it is in contact with the ground. The bottom of the support plate 124 is fixed with an anti-slip pad 125.

[0021] Please see Figure 1 and Figure 3-4 The support member 220 includes a tie rod 221, which is sleeved on one side of the support leg 110. The top of the tie rod 221 has a locking hole 222, and a sliding rod 223 is provided inside the tie rod 221. The top of the sliding rod 223 has a positioning hole 224, which is evenly distributed. A pull plate 225 is fixed to the end of the sliding rod 223 and is attached to one side of the wall. A soft sleeve 226 is sleeved on one side of the sliding rod 223. The soft sleeve 226 is very thin and its purpose is to prevent the sliding rod 223 from sticking to the red brick due to concrete. A support block 227 is fixed on one side of the soft sleeve 226. The support block 227 prevents the pressure of the red brick from pressing on the soft sleeve 226, thus preventing pressure from being applied to the sliding rod 223 and ensuring that the sliding rod 223 can be pulled out smoothly.

[0022] Specifically, the working principle of this steel structure with auxiliary support is as follows: During use, the scaffolding is erected normally as standard scaffolding, but note that two of the support legs 110 have internal threads. After the bottom layer of scaffolding is erected, move the two threaded support legs 110 away from the wall. Then, screw the height adjustment piece 120 into the support leg 110 through the threaded post 121. By moving the threaded post 121 within the support leg 110, the scaffolding is adjusted to be level. Then, take the collar one 211 and collar two 214, close them, and fit them onto the support leg 110. Next, take another bolt, pass it through connecting block 215, and screw it into threaded hole 213. Then, take another bolt, pass it through another connecting block 215, insert it through rotating rod 216, and screw it into another threaded hole 213. Then, adjust the distance between the ground point of rotating rod 216 and support leg 110 by adjusting the positions of collar 1 211 and collar 2 214 on support leg 110. When the distance is appropriate, tighten the bolt. Then, drill through rotating rod 216 into the ground with an electric drill, and then insert pin 217 through rotating rod 216 into the ground. The support leg 110, the rotating rod 216, and the ground form a triangle, thus achieving a stable support effect. As the wall is built higher, the scaffolding can be layered together. However, excessively high scaffolding can easily lead to instability. At this time, the tie rod 220 can be used. First, the fitted soft sleeve 226 is placed at the top of the wall. Then, the semi-circular ring at the end of the tie rod 221 is fitted onto the support leg 110, while the pull plate 225 at the end of the sliding rod 223 is attached to the other side of the wall, and the sliding rod 223 is inserted into the tie rod 221. Then, the pins are inserted into the locking holes 222 and positioning holes 224, so that the pull plate 225 acts as a barrier, and the pull rod 221 and slide rod 223 are connected to pull the support leg 110. Therefore, it can prevent the increasingly tall scaffolding from tilting to the side away from the wall. During the dismantling process, because the support block 227 and concrete support the red bricks, and the slide rod 223 occupies a small area, it is only necessary to pull the slide rod 223 directly out from the soft sleeve 226. The soft sleeve 226 is left in the wall, and the hole is filled with concrete to ensure the integrity.

[0023] The above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Various modifications and variations can be made to this utility model by those skilled in the art. Any modifications, equivalent substitutions, or improvements made within the spirit and principles of this utility model should be included within the protection scope of this utility model.

Claims

1. A steel structure with auxiliary support structure, comprising a height-adjustable structure (100) and an auxiliary support structure (200) sleeved on one side of the height-adjustable structure (100), characterized in that, The height adjustment structure (100) includes a support leg (110) and a height adjustment component (120). The height adjustment component (120) is threadedly connected inside the support leg (110). The auxiliary support structure (200) includes a diagonal brace (210) and a tension brace (220). The tension brace (220) is sleeved on one side of the support leg (110). The diagonal brace (210) includes a collar (211), which is sleeved on the support leg (110). On one side of the support leg (110), a connecting block (212) is fixed to one side of the collar one (211), a threaded hole (213) is opened on one side of the connecting block one (212), a collar two (214) is provided on one side of the collar one (211), a connecting block two (215) is fixed to one side of the collar two (214), and a rotating rod (216) is rotatably connected to one side of the connecting block two (215), and a pin (217) is sleeved inside the rotating rod (216).

2. A steel structure with an auxiliary support structure according to claim 1, characterized in that, A connecting rod (111) is fixed to one side of the support leg (110), and a connecting shaft (112) is fixed to one side of the support leg (110).

3. A steel structure with an auxiliary support structure according to claim 2, characterized in that, A diagonal rod (113) is sleeved on one side of the connecting shaft (112), and a connecting pipe (114) is fixed on the top of the support leg (110).

4. A steel structure with an auxiliary support structure according to claim 2, characterized in that, The height adjustment component (120) includes a threaded rod (121), which is threadedly connected to the inside of the support leg (110). A rotating shaft (122) is fixed on one side of the threaded rod (121), and a rotating block (123) is rotatably connected to one side of the rotating shaft (122).

5. A steel structure with an auxiliary support structure according to claim 4, characterized in that, The bottom of the rotating block (123) is fixed with a support plate (124), and the bottom of the support plate (124) is fixed with an anti-slip pad (125).

6. A steel structure with an auxiliary support structure according to claim 2, characterized in that, The support member (220) includes a pull rod (221), which is sleeved on one side of the support leg (110). The top of the pull rod (221) has a locking hole (222), and a sliding rod (223) is provided inside the pull rod (221).

7. A steel structure with an auxiliary support structure according to claim 6, characterized in that, The slide rod (223) has a positioning hole (224) at the top and a pull plate (225) is fixed at the end of the slide rod (223).

8. A steel structure with an auxiliary support structure according to claim 7, characterized in that, A soft sleeve (226) is fitted onto one side of the slide rod (223), and a support block (227) is fixed to one side of the soft sleeve (226).

Citation Information

Patent Citations

  • Scaffold with inclined auxiliary supporting structure

    CN220247534U