Suspension mechanism for unconventional installation of hanging scaffolds

CN224664111UActive Publication Date: 2026-08-21SHANXI WUJIAN GRP CO LTD
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Patent Information

Application Number
CN202522118348.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-30
Publication Date
2026-08-21
Estimated Expiration
2035-09-30

AI Technical Summary

Technical Problem

[0003]然而,针对低层坡屋面建筑这一特定场景,常规悬挂机构的局限性尤为突出:一方面,坡屋面的倾斜结构导致常规悬挂机构缺乏稳定的支撑平面,无法按传统方式找到有效安装支点;另一方面,屋顶 WKL外立面的特殊构造,使得常规固定部件如普通螺栓、卡扣难以与建筑结构形成牢固连接,直接导致吊篮脚手架无法通过常规安装流程完成部署

Benefits of technology

1、本实用新型提供的一种吊篮脚手架非常规安装悬挂机构,针对低层坡屋面倾斜无稳定支撑平面、屋顶WKL外立面难以牢固固定的核心痛点,通过不等边直角三角形支架和高强化学锚栓固定部件的组合设计,实现了对特殊场景的精准适配,不等边直角三角形支架本身具备优异的力学稳定性,可在倾斜坡屋面上形成可靠支撑结构,避免常规支架因缺乏平面支撑而无法定位的问题,高强化学锚栓固定部件,通过固定板锚入屋顶WKL外立面,锚入深度与双螺母防松设计,确保固定部件与建筑结构形成高强度连接,彻底解决常规普通螺栓、卡扣难以与WKL外立面牢固结合的难题,实现吊篮脚手架在非常规场景下的稳定部署。

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Abstract

The utility model discloses a kind of irregular installation suspension mechanisms of hanging basket scaffold, it is related to hanging basket scaffold technical field, including two supports, the front end of two supports opposite face is respectively fixedly connected with cross bar one and cross bar two, the one end of cross bar one is equipped with slide cavity, the one end of cross bar two extends to the inside of slide cavity, and it is slidably connected with its inner wall, the top of slide cavity inner wall is equipped with guide hole, the top of cross bar two is fixedly connected with guide plate, the surface of cross bar one and cross bar two is equipped with several through-hole, positioning mechanism is provided on guide plate, the side of support is provided with fixed mechanism, and fixed mechanism is mainly composed of fixed plate and chemical anchor bolt fixed component.The utility model is to the core pain point that low layer slope roof inclines and has no stable support plane, roof WKL outer facade is difficult to firmly fixed, through the combination design of scalene right triangle support and high-strength chemical anchor bolt fixed component.
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Description

Technical Field

[0001] This utility model relates to the field of suspended scaffolding technology, specifically an unconventional installation and suspension mechanism for suspended scaffolding. Background Technology

[0002] In the construction of the exterior walls of low-rise sloping roof buildings, suspended scaffolding is the core equipment for ensuring the efficiency of high-altitude operations and the safety of personnel. The stable installation of its suspension mechanism is a key prerequisite for the smooth progress of the project. The existing suspended scaffolding suspension mechanisms are mostly based on conventional building structures such as flat roofs and regular walls. They rely on flat and open installation foundations to achieve reliable fixation. Their structural forms, such as traditional support connection methods, fixed point requirements, and installation logic are all adapted to standardized building scenarios.

[0003] However, the limitations of conventional suspension mechanisms are particularly prominent in the specific scenario of low-rise pitched roof buildings: on the one hand, the sloping structure of the pitched roof makes it difficult for conventional suspension mechanisms to find a stable support plane and to find an effective installation support point in the traditional way; on the other hand, the special structure of the WKL roof facade makes it difficult for conventional fixing components such as ordinary bolts and clips to form a firm connection with the building structure, which directly results in the inability to complete the deployment of the suspended scaffolding through the conventional installation process. Summary of the Invention

[0004] The purpose of this utility model is to solve the problems existing in the prior art and to provide an unconventional installation and suspension mechanism for suspended scaffolding.

[0005] To achieve the above objectives, the present invention adopts the following technical solution: A non-conventional installation suspension mechanism for suspended scaffolding includes: Two supports are provided, with a crossbar one and a crossbar two fixedly connected to the front ends of the opposite sides of the two supports, respectively. One end of the crossbar one is provided with a sliding cavity, and one end of the crossbar two extends into the interior of the sliding cavity and is slidably connected to its inner wall.

[0006] The top of the inner wall of the sliding cavity is provided with a guide hole, and the top of the second crossbar is fixedly connected with a guide plate. Several through holes are provided on the surfaces of the first and second crossbars. A positioning mechanism is provided on the guide plate, and a fixing mechanism is provided on one side of the bracket. The fixing mechanism is mainly composed of a fixing plate and a high-strength chemical anchor fixing component.

[0007] In a preferred embodiment of this utility model, the bracket is an unequal-sided right triangle, and a wire rope fixing buckle is fixedly connected to the front side of the top of the bracket.

[0008] In a preferred embodiment of this utility model, the position of the guide plate corresponds to the position of the guide hole and is slidably connected to its inner wall, and the top of the guide plate extends to the top of the crossbar through the guide hole.

[0009] In a preferred embodiment of the present invention, the positioning mechanism includes arc blocks fixed to the top of the two side walls of the guide plate, and the surface of the arc blocks is provided with through holes.

[0010] In a preferred embodiment of this utility model, it also includes a plug rod, which slides through the through hole and the through hole to insert into the first crossbar and the second crossbar, and its two ends are respectively threaded with threaded sleeves.

[0011] In a preferred embodiment of this utility model, the fixing plate is fixedly connected to the bracket, and a plurality of the high-strength chemical anchor fixing components are inserted into the fixing plate.

[0012] In a preferred embodiment of this utility model, the high-strength chemical anchor fixing component mainly consists of a high-strength chemical anchor and double nuts.

[0013] Compared with the prior art, the present invention has the following beneficial effects: 1. This utility model provides an unconventional installation and suspension mechanism for suspended scaffolding. Addressing the core pain points of low-rise sloping roofs lacking stable support planes and the difficulty in firmly fixing the roof's exterior (WKL) facade, this invention achieves precise adaptation to special scenarios through a combination of an unequal-sided right-angled triangular bracket and high-strength chemical anchor bolts. The unequal-sided right-angled triangular bracket itself possesses excellent mechanical stability, forming a reliable support structure on sloping roofs, avoiding the problem of conventional brackets failing to be positioned due to a lack of planar support. The high-strength chemical anchor bolts are anchored into the roof's exterior (WKL) facade via a fixing plate. The anchoring depth and double-nut anti-loosening design ensure a high-strength connection between the fixing components and the building structure, completely solving the problem of conventional bolts and clips failing to firmly connect to the WKL facade, thus achieving stable deployment of suspended scaffolding in unconventional scenarios.

[0014] 2. This utility model provides an unconventional installation suspension mechanism for suspended scaffolding. Through the coordinated design of the crossbar assembly and the positioning mechanism, the distance between the two supports can be conveniently adjusted. The second crossbar can slide freely along the sliding cavity of the first crossbar. The corresponding sliding connection between the guide plate and the guide hole can effectively prevent the crossbar from shifting or getting stuck during the sliding process. During adjustment, it is only necessary to push the second crossbar to change its length extending out of the sliding cavity. After the distance is adapted to the construction requirements, the insertion rod is passed through the through holes of the arc blocks on both sides of the guide plate and the corresponding through holes on the surfaces of the first and second crossbars. Then, the distance is fixed by tightening the screw sleeve. This adjustable design can flexibly adapt to the different size requirements of different low-rise sloping roof buildings, such as the span and the WKL facade spacing of the roof. There is no need to customize special suspension mechanisms for different projects, which greatly improves the equipment reuse rate and reduces the customized production cost and inventory pressure. At the same time, there is no need to modify the building structure or wait for customized parts due to the mismatch of the distance during construction. This significantly improves the construction flexibility, shortens the construction preparation cycle, and solves the problem of resource waste and low efficiency of conventional fixed-size suspension mechanisms that require "one project, one adaptation". Attached Figure Description

[0015] To more clearly illustrate the technical solutions in the embodiments of this utility model, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0016] Figure 1 This is a schematic diagram of the overall structure of this utility model; Figure 2 This is a schematic diagram of the support structure in this utility model; Figure 3 This is a schematic diagram of the structure of crossbar one and crossbar two in this utility model; Figure 4 This is a schematic diagram of the disassembled crossbar one and crossbar two in this utility model; Figure 5 for Figure 3 A magnified view of point A in the middle.

[0017] In the diagram: 1. Bracket; 2. Crossbar 1; 3. Crossbar 2; 4. Sliding cavity; 5. Guide hole; 6. Guide plate; 7. Through hole; 8. Positioning mechanism; 81. Arc block; 82. Through hole; 83. Insert rod; 84. Screw sleeve; 9. Fixing mechanism; 91. Fixing plate; 92. High-strength chemical anchor fixing component; 10. Steel wire rope fixing buckle. Detailed Implementation

[0018] To enable those skilled in the art to better understand the present invention, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort should fall within the protection scope of the present invention.

[0019] like Figures 1 to 5 As shown, this embodiment provides an unconventional installation suspension mechanism for suspended scaffolding, including two supports 1, which serve as the core support components of the suspension mechanism. They adopt an unequal-sided right-angled triangle structure. The front ends of the opposite faces of the two supports 1 are respectively fixedly connected to a first horizontal bar 2 and a second horizontal bar 3. One end of the first horizontal bar 2 has a sliding cavity 4, the internal space of which is adapted to the shape of the second horizontal bar 3, providing a channel for the second horizontal bar 3 to slide and expand. The second horizontal bar 3 directly changes the distance between the two supports 1 by sliding along the sliding cavity 4. One end of the second horizontal bar 3 extends into the interior of the sliding cavity 4 and slides with its inner wall. The supports 1 are unequal-sided right-angled triangles, and a wire rope fixing buckle 10 is fixedly connected to the front side of the top of the supports 1.

[0020] A guide hole 5 is provided at the top of the inner wall of the sliding cavity 4 to provide a sliding channel for the guide plate 6. The top of the crossbar 2 3 is fixedly connected to the guide plate 6, which, together with the guide hole 5, strengthens the sliding guidance of the crossbar 2 3 and ensures the accuracy of the spacing adjustment. The position of the guide plate 6 corresponds to the position of the guide hole 5 and is slidably connected to its inner wall. The top of the guide plate 6 extends to the top of the crossbar 1 2 through the guide hole 5. Several through holes 7 are provided on the surface of the crossbar 1 2 and the crossbar 2 3. The hole diameter is adapted to the insertion rod 83 for the insertion and locking of the insertion rod 83. A positioning mechanism 8 is provided on the guide plate 6. A fixing mechanism 9 is provided on one side of the bracket 1. The fixing mechanism 9 is mainly composed of a fixing plate 91 and a high-strength chemical anchor fixing component 92. The fixing plate 91 is fixedly connected to the bracket 1. Multiple high-strength chemical anchor fixing components 92 are inserted into the fixing plate 91. The high-strength chemical anchor fixing component 92 is mainly composed of a high-strength chemical anchor and a double nut. The high-strength chemical anchor forms a high-strength connection with the WKL facade through chemical bonding force.

[0021] The positioning mechanism 8 includes an arc block 81 fixed to the top of both sides of the guide plate 6, which serves as a support and positioning carrier for the insertion rod 83. The surface of the arc block 81 is provided with a through hole 82. It also includes an insertion rod 83, which slides through the through hole 82 and the through hole 7 to insert the crossbar 1 2 and the crossbar 2 3, and its two ends are respectively threaded with a threaded sleeve 84.

[0022] The usage process of the unconventional installation suspension mechanism for the basketball scaffolding described in this embodiment is as follows: First, based on the span of the low-rise pitched roof building and the required spacing between the roof's WKL facade, adjust the spacing between the two supports 1. Push the second crossbar 3 connected to the right support 1 so that it slides along the sliding cavity 4 at the end of the first crossbar 2 connected to the left support 1. At this time, the guide plate 6 at the top of the second crossbar 3 slides synchronously along the guide hole 5 at the top of the inner wall of the sliding cavity 4 to prevent the second crossbar 3 from shifting or getting stuck. After the spacing is appropriate, insert the rod 83 in the positioning mechanism 8 through the through holes 82 of the arc blocks 81 on both sides of the guide plate 6, and through the surfaces of the first crossbar 2 and the second crossbar 3. Through hole 7, thread the sleeving 84 to both ends of the insertion rod 83 and tighten it to lock the relative positions of the crossbar 1 2 and crossbar 2 3. Insert multiple high-strength chemical anchor bolt fixing components 92 through the fixing plate 91 and anchor them into the exterior facade of the roof WKL. Utilize the chemical bonding force of the high-strength chemical anchor bolts and the anti-loosening design of the double nuts to ensure that the bracket 1 forms a stable support on the sloping roof. Then, finally connect the suspension wire rope of the suspended basket to the wire rope fixing buckle 10 on the front side of the top of the bracket 1 to achieve stable suspension operation of the suspended basket scaffolding in unconventional scenarios.

[0023] Obviously, the embodiments described above are only some embodiments of this utility model, not all embodiments. The accompanying drawings show preferred embodiments of this utility model, but do not limit the patent scope of this utility model. This utility model can be implemented in many different forms; rather, the purpose of providing these embodiments is to provide a more thorough and comprehensive understanding of the disclosure of this utility model. Although this utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing specific embodiments, or make equivalent substitutions for some of the technical features. Any equivalent structures made using the content of this utility model specification and drawings, directly or indirectly applied to other related technical fields, are similarly within the patent protection scope of this utility model.

Claims

1. A non-conventional installation and suspension mechanism for suspended scaffolding, characterized in that, include: Two supports (1), with crossbar one (2) and crossbar two (3) fixedly connected to the front ends of the opposite sides of the two supports (1), one end of the crossbar one (2) having a sliding cavity (4), and one end of the crossbar two (3) extending into the interior of the sliding cavity (4) and slidingly connected to its inner wall; The top of the inner wall of the sliding cavity (4) is provided with a guide hole (5), the top of the second crossbar (3) is fixedly connected with a guide plate (6), the surfaces of the first crossbar (2) and the second crossbar (3) are provided with several through holes (7), the guide plate (6) is provided with a positioning mechanism (8), and a fixing mechanism (9) is provided on one side of the bracket (1). The fixing mechanism (9) is mainly composed of a fixing plate (91) and a high-strength chemical anchor fixing component (92).

2. The unconventional installation and suspension mechanism for suspended scaffolding according to claim 1, characterized in that, The bracket (1) is an unequal-sided right triangle, and a wire rope fixing buckle (10) is fixedly connected to the front side of the top of the bracket (1).

3. The unconventional installation and suspension mechanism for suspended scaffolding according to claim 1, characterized in that, The guide plate (6) is positioned corresponding to the guide hole (5) and is slidably connected to its inner wall. The top of the guide plate (6) extends through the guide hole (5) to the top of the crossbar (2).

4. The unconventional installation and suspension mechanism for suspended scaffolding according to claim 1, characterized in that, The positioning mechanism (8) includes an arc block (81) fixed to the top of both sides of the guide plate (6), and the surface of the arc block (81) is provided with a perforation (82).

5. The unconventional installation and suspension mechanism for suspended scaffolding according to claim 4, characterized in that, It also includes a plug rod (83), which slides through a through hole (82) and a through hole (7) to insert into a crossbar one (2) and a crossbar two (3), and its two ends are respectively threaded with a threaded sleeve (84).

6. The unconventional installation and suspension mechanism for suspended scaffolding according to claim 1, characterized in that, The fixing plate (91) is fixedly connected to the bracket (1), and a plurality of the high-strength chemical anchor fixing components (92) are inserted on the fixing plate (91).

7. The unconventional installation suspension mechanism for suspended scaffolding according to claim 6, characterized in that, The high-strength chemical anchor fixing component (92) mainly consists of a high-strength chemical anchor and a double nut.