Scaffold anti-overturning stabilizing device and method

Abstract

The invention discloses a scaffold anti-overturning stabilizing device and method, and relates to the technical field of scaffolds. The scaffold anti-overturning stabilizing device comprises a first-stage anti-overturning stabilizing assembly and a second-stage anti-overturning stabilizing assembly, and the two ends of the first-stage anti-overturning stabilizing assembly are connected with a building vertical structure and a scaffold correspondingly. The two ends of the second-stage anti-overturning stabilizing assembly are connected with the first-stage anti-overturning stabilizing assembly and the scaffold correspondingly. By arranging the first-stage anti-overturning stabilizing assembly and the second-stage anti-overturning stabilizing assembly, a multi-stage anti-overturning stabilizing structure is formed, the anti-overturning capacity and stability of the scaffold are remarkably improved, and the risk that the scaffold overturns due to external force in the construction process is effectively reduced.

Description

Technical Field

[0001] The present application relates to the technical field of scaffolding, and in particular to a scaffolding anti-overturning stabilization device and method. Background Art

[0002] With the continuous development of the construction industry, large-space buildings have been widely used in many fields such as public buildings, industrial plants, and civil and commercial buildings. This type of building has higher requirements for construction technology and safety management due to its large spatial span and high floor height. During the construction stage, the stability of internal and external scaffolding is one of the key factors to ensure construction safety. However, due to the large height and span of large-space buildings, the risk of scaffolding instability increases significantly, which can easily lead to safety accidents such as construction workers falling and materials falling, posing severe challenges to construction safety.

[0003] In traditional scaffolding construction, coupler-type steel pipe scaffolding is usually used, and simple diagonal braces, scissor braces and other devices are equipped to enhance stability. However, these traditional devices have the following disadvantages in large-space building construction: the vertical "step" and horizontal "span" of traditional scaffolding are difficult to meet the construction requirements of large-space buildings, resulting in insufficient overall stability of the scaffolding. Summary of the invention

[0004] The purpose of the present application is to provide a scaffolding anti-overturning stabilization device and method to solve the problem of insufficient overall stability of traditional scaffolding.

[0005] The technical solution adopted by this application to solve its technical problem is:

[0006] In a first aspect, a scaffolding anti-overturning stabilization device is provided, comprising a first-stage anti-overturning stabilization component and a second-stage anti-overturning stabilization component, wherein the two ends of the first-stage anti-overturning stabilization component are respectively connected to the vertical structure of the building and the scaffolding, and the two ends of the second-stage anti-overturning stabilization component are respectively connected to the first-stage anti-overturning stabilization component and the scaffolding.

[0007] Furthermore, the first-level anti-overturning stabilization assembly includes two oppositely arranged first rods and two oppositely arranged second rods, the two first rods are cross-connected with the two second rods and embrace the vertical structure of the building, and the two first rods and / or the two second rods are connected to the scaffolding.

[0008] Furthermore, the second-stage anti-overturning stabilization assembly includes a plurality of third rods, the third rods are horizontally arranged, and two ends of the third rods are respectively connected to the first-stage anti-overturning stabilization assembly and the scaffolding.

[0009] Furthermore, the second-stage anti-overturning stabilization assembly further includes a plurality of fourth rods, the fourth rods are arranged obliquely from top to bottom, and both ends of the fourth rods are respectively connected to the first-stage anti-overturning stabilization assembly and the scaffold.

[0010] Furthermore, it also includes a third-level anti-overturning stabilization component, and both ends of the third-level anti-overturning stabilization component are respectively connected to the horizontal structure of the building and the scaffolding.

[0011] Furthermore, the third-level anti-overturning stabilization assembly includes a fifth rod and a sixth rod, the fifth rod is connected to the horizontal structure of the building, and both ends of the sixth rod are respectively connected to the fifth rod and the scaffolding.

[0012] In a second aspect, a scaffold anti-overturning stabilization method is provided, comprising:

[0013] The two ends of the first-level anti-overturning stabilization component are respectively connected to the vertical structure of the building and the scaffolding; the two ends of the second-level anti-overturning stabilization component are respectively connected to the first-level anti-overturning stabilization component and the scaffolding.

[0014] Furthermore, the method of connecting the two ends of the first-level anti-overturning stabilization assembly to the vertical structure of the building and the scaffolding respectively includes:

[0015] Two first rods and two second rods are provided, which are arranged around the vertical structure of the building and connected to each other. The two first rods and / or the two second rods are connected to the scaffolding.

[0016] Further, the method of connecting the two ends of the second-stage anti-overturning stabilization assembly to the first-stage anti-overturning stabilization assembly and the scaffolding, respectively, comprises:

[0017] A third rod and a fourth rod are provided, and both ends of the third rod are respectively connected to the first-level anti-overturning stabilization assembly and the scaffold, and both ends of the fourth rod are respectively connected to the first-level anti-overturning stabilization assembly and the scaffold.

[0018] Furthermore, it also includes:

[0019] Connect the two ends of the third-level anti-overturning stability component to the building horizontal structure and the scaffolding respectively.

[0020] Beneficial effects of this application:

[0021] The scaffolding anti-overturning stabilization device and method provided in the embodiment of the present application forms a hierarchical stable structural system by setting a first-level anti-overturning stabilization component and a second-level anti-overturning stabilization component; the first-level anti-overturning stabilization component is directly connected to the vertical structure of the building, providing a basic and stable support for the scaffolding; the second-level anti-overturning stabilization component further expands the anti-overturning range and enhances the overall stability of the scaffolding when subjected to forces in multiple directions; this multi-level stabilization structure can significantly improve the anti-overturning ability and stability of the scaffolding, and effectively reduce the risk of the scaffolding overturning due to external forces during construction.

[0022] Compared with traditional technology, this application uses the vertical structure of the building as the attachment base of the first-level anti-overturning stabilization component, ensuring the reliability of the foundation support; on this basis, the first-level anti-overturning stabilization component is used as the attachment base of the second-level anti-overturning stabilization component. By setting up the second-level anti-overturning stabilization component, the anti-overturning range is further expanded, which can effectively deal with the problem of easy instability of scaffolding in the construction of large-span and high-rise buildings, and meet the construction requirements of the specifications for vertical step over-step and horizontal span over-span, providing strong protection for large-space building construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.

[0024] Figure 1 It is a structural schematic diagram of a scaffolding anti-overturning stabilization device provided in an embodiment of the present application;

[0025] Figure 2 yes Figure 1 A top view of

[0026] Figure 3 is another structural schematic diagram of the scaffolding anti-overturning stabilization device provided in an embodiment of the present application;

[0027] Figure 4 yes Figure 3 A top view of

[0028] Figure 5 It is a schematic diagram of the structure of the first-stage anti-overturning stabilization assembly;

[0029] Figure 6 It is another structural schematic diagram of the first-stage anti-overturning stabilization component.

[0030] Reference numerals:

[0031] 10-First level anti-overturning stabilization assembly;

[0032] 101 - first shot;

[0033] 102 - second shot;

[0034] 20-Second level anti-overturning stabilization assembly;

[0035] 201-third pole;

[0036] 202-4th pole;

[0037] 30-third level anti-overturning stabilization component;

[0038] 301-Fifth pole;

[0039] 302-sixth pole;

[0040] 40-Vertical structure of the building;

[0041] 50-Scaffolding;

[0042] 60-Building horizontal structure. DETAILED DESCRIPTION

[0043] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of this application. In the absence of conflict, the embodiments in the present application and the features in the embodiments can be combined with each other.

[0044] In the description of this application, the terms "upper", "lower", "left", "right", "front", "back", "inside", "outside" and the like indicate directions or positional relationships based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore cannot be understood as a limitation on this application. Unless otherwise specified, the above-mentioned directional descriptions can be flexibly set in the process of actual application under the condition that the relative positional relationship shown in the accompanying drawings is satisfied.

[0045] In the description of this application, it should be noted that, unless otherwise clearly specified and limited, the terms "set", "install", "connect", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two elements. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0046] See also Figure 1 , Figure 2 , Figure 3 , Figure 4 An embodiment of the present application provides a scaffolding anti-overturning stabilization device, including a first-stage anti-overturning stabilization component 10 and a second-stage anti-overturning stabilization component 20, wherein the two ends of the first-stage anti-overturning stabilization component 10 are respectively connected to the building vertical structure 40 and the scaffolding 50, and the two ends of the second-stage anti-overturning stabilization component 20 are respectively connected to the first-stage anti-overturning stabilization component 10 and the scaffolding 50.

[0047] The scaffolding anti-overturning stabilization device provided in the embodiment of the present application forms a hierarchical stable structural system by setting a first-level anti-overturning stabilization component 10 and a second-level anti-overturning stabilization component 20; the first-level anti-overturning stabilization component 10 is directly connected to the vertical structure 40 of the building, providing a basic and stable support for the scaffolding 50; the second-level anti-overturning stabilization component 20 further expands the anti-overturning range and enhances the overall stability of the scaffolding 50 when subjected to forces in multiple directions; this multi-level stabilization structure can significantly improve the anti-overturning ability and stability of the scaffolding 50, and effectively reduce the risk of the scaffolding overturning due to external forces during construction.

[0048] Compared with traditional technology, the present application utilizes the vertical structure 40 of the building as the attachment base of the first-level anti-overturning stabilization component 10, thereby ensuring the reliability of the foundation support; on this basis, the first-level anti-overturning stabilization component 10 is utilized as the attachment base of the second-level anti-overturning stabilization component 20, and by setting up the second-level anti-overturning stabilization component 20, the anti-overturning range is further expanded, which can effectively deal with the problem of easy instability of the scaffolding 50 in the construction of large-span and high-rise buildings, and meet the construction requirements of the specifications for vertical step-overs and horizontal span-overspans, providing a strong guarantee for the construction of large-space buildings.

[0049] The present application forms a hierarchical stable structural system through the first-level anti-overturning stabilization component 10 and the second-level anti-overturning stabilization component 20, and can also effectively disperse and offset the force of external forces on the scaffolding 50, reduce structural instability caused by excessive local forces, and at the same time improve the overall stability of the scaffolding 50 during the construction process, providing a safer working environment for construction personnel and significantly reducing construction safety risks.

[0050] The vertical building structure 40 may be a structural member vertically arranged in a building, such as a shear wall, a column, a frame, etc. As a load-bearing member of the building, the vertical building structure 40 can firmly and stably serve as an attachment base for the first-level anti-overturning stabilization assembly 10 .

[0051] In some embodiments, see Figure 5 , Figure 6 The first-level anti-overturning stabilization assembly 10 includes two oppositely arranged first rods 101 and two oppositely arranged second rods 102. The two first rods 101 are cross-connected with the two second rods 102 and embrace the vertical structure 40 of the building. The two first rods 101 and / or the two second rods 102 are connected to the scaffolding 50.

[0052] Exemplarily, the two first rods 101 and the two second rods 102 are both arranged horizontally, the two first rods 101 are arranged in parallel on the left and right sides of the vertical structure 40 of the building, and the two second rods 102 are arranged in parallel on the front and back sides of the vertical structure 40 of the building. The two first rods 101 are perpendicular to the two second rods 102 and are connected together by fasteners, thereby connecting the two first rods 101 and the two second rods 102 to the vertical structure 40 of the building, and forming two sets of stable structures in the same direction.

[0053] See also Figure 5 When the first-stage anti-overturning stabilizing assembly 10 is arranged at a general position on one side of the scaffold 50, one end of the two first rods 101 is connected to the scaffold 50 through a fastener or one end of the two second rods 102 is connected to the scaffold 50 through a fastener. Figure 6 When the first-stage anti-overturning stabilization assembly 10 is set at the corner position of the scaffolding 50, one end of the two first rods 101 is connected to the scaffolding 50 on one side of the corner position through fasteners, and one end of the two second rods 102 is connected to the scaffolding 50 on the other side of the corner position through fasteners.

[0054] The first-level anti-overturning stabilization assembly 10 of the embodiment of the present application adopts a cross-connection method, so that the first rod 101 and the second rod 102 can be quickly connected to the vertical structure 40 of the building to form a stable frame structure, which can effectively disperse and offset the external force, reduce the structural deformation caused by uneven local stress, and significantly improve the anti-overturning ability of the scaffolding 50. This structure can also simplify the installation steps and reduce the on-site operation time. At the same time, its embracing structure can be quickly fixed on the vertical structure 40 of the building, without the need to set a complex wall connection structure on the vertical structure 40 of the building, thereby improving the installation efficiency; this structure can also be flexibly adjusted according to the specific shape and size of the vertical structure 40 of the building, and is suitable for different types of vertical structures of the building 40, and can quickly adapt to the diverse needs of the construction site.

[0055] In some embodiments, see Figure 1 , Figure 2 , Figure 3 , Figure 4 The second-stage anti-overturning stabilizing assembly 20 includes a plurality of third rods 201 , which are arranged horizontally, and the two ends of the third rods 201 are respectively connected to the first-stage anti-overturning stabilizing assembly 10 and the scaffold 50 .

[0056] Exemplarily, a plurality of third rods 201 are arranged in a fan shape in a horizontal plane, one end of the third rod 201 is connected to the first rod 101 and / or the second rod 102 via a fastener, and the other end of the third rod 201 is connected to the scaffold 50 .

[0057] In some embodiments, the second-stage anti-overturning stabilization assembly 20 further includes a plurality of fourth rods 202 , which are arranged to be tilted from top to bottom, and the two ends of the fourth rods 202 are respectively connected to the first-stage anti-overturning stabilization assembly 10 and the scaffold 50 .

[0058] Exemplarily, a plurality of fourth rods 202 are arranged in a fan shape on a horizontal plane, one end of the fourth rod 202 is connected to the first rod 101 or / and the second rod 102 through a fastener, and the other end of the fourth rod 202 is connected to the scaffold 50. The fourth rods 202 may include one group, two groups, or more than two groups, and each group of fourth rods 202 includes at least two. When the fourth rods 202 include one group, the heights of the connection positions of the fourth rods 202 in the group and the scaffold 50 may be the same or different. When the fourth rods 202 include at least two groups, the heights of the connection positions of each group of fourth rods 202 and the scaffold 50 are the same, and the heights of the connection positions of the fourth rods 202 in each group and the scaffold 50 are different.

[0059] See also Figure 1 , Figure 2 When the second-stage anti-overturning stabilizing assembly 20 is set at a general position on one side of the scaffold 50 , a plurality of third rods 201 and a plurality of fourth rods 202 are symmetrically arranged on the left and right sides of the vertical structure 40 of the building.

[0060] See also Figure 3 , Figure 4 When the second-stage anti-overturning stabilization assembly 20 is set at the corner position of the scaffolding 50, a portion of the third rod 201 and a portion of the fourth rod 202 are respectively connected to the scaffolding 50 on one side of the corner position, and another portion of the third rod 201 and another portion of the fourth rod 202 are respectively connected to the scaffolding 50 on the other side of the corner position.

[0061] Figure 1 and Figure 3 2 shows a structure in which the fourth rod 202 is located above the third rod 201 . It should be known that the fourth rod 202 may also be disposed below the third rod 201 .

[0062] The second-stage anti-overturning stabilization assembly 20 of the embodiment of the present application utilizes the third rod 201 arranged horizontally to effectively resist the lateral force of the scaffolding 50 in the horizontal direction, thereby reducing the risk of overturning caused by wind load or uneven construction load; utilizing the fourth rod 202 arranged obliquely, the horizontal force received by the scaffolding 50 can be decomposed into horizontal and vertical components, thereby further enhancing the anti-overturning ability of the scaffolding 50; at the same time, the synergistic effect of the third rod 201 and the fourth rod 202 forms a stable triangle or frame structure, thereby further improving the overall rigidity and stability of the scaffolding 50; the number and position of the third rod 201 and the fourth rod 202 can be flexibly adjusted according to the height, span and construction requirements of the scaffolding 50, and is suitable for different types of building structures, thereby expanding the anti-overturning range and being able to meet the construction requirements of the specifications for vertical step-over and horizontal span-over.

[0063] In some embodiments, see Figure 1 , Figure 2 , Figure 3 , Figure 4 The scaffolding anti-overturning stabilization device provided in the embodiment of the present application further includes a third-level anti-overturning stabilization component 30, and the two ends of the third-level anti-overturning stabilization component 30 are respectively connected to the building horizontal structure 60 and the scaffolding 50. By providing the third-level anti-overturning stabilization component 30, the anti-overturning ability of the scaffolding 50 is further enhanced.

[0064] The building horizontal structure 60 may be a floor or roof structure arranged horizontally in a building, such as a floor slab, a beam, a roof panel, a purlin, a roof beam or a roof truss, etc. As a load-bearing member of the building, the building horizontal structure 60 can firmly and stably serve as an attachment base for the third-level anti-overturning stabilization assembly 30 .

[0065] In some embodiments, see Figure 1 , Figure 2 , Figure 3 , Figure 4 The third level anti-overturning stabilization assembly 30 includes a fifth rod 301 and a sixth rod 302 . The fifth rod 301 is connected to the building horizontal structure 60 . Both ends of the sixth rod 302 are connected to the fifth rod 301 and the scaffold 50 , respectively.

[0066] When the building horizontal structure 60 is reinforced concrete, the fifth rod 301 can be connected to the building horizontal structure 60 by pre-embedded method; when the building horizontal structure 60 is a steel structure, the fifth rod 301 can be connected to the building horizontal structure 60 by welding or bolts. The sixth rod 302 is arranged obliquely from top to bottom, the lower end of the sixth rod 302 is connected to the fifth rod 301 by a fastener, and the upper end of the sixth rod 302 is connected to the scaffold 50 by a fastener.

[0067] See also Figure 1 , Figure 2When the third-level anti-overturning stabilizing assembly 30 is set at a general position on one side of the scaffolding 50, the plurality of fifth rods 301 and the plurality of sixth rods 302 are symmetrically arranged on the left and right sides of the vertical structure 40 of the building.

[0068] See also Figure 3 , Figure 4 When the third-level anti-overturning stabilization assembly 30 is set at the corner position of the scaffolding 50, a part of the fifth rod 301 and a part of the sixth rod 302 are respectively connected to the scaffolding 50 on one side of the corner position, and another part of the fifth rod 301 and another part of the sixth rod 302 are respectively connected to the scaffolding 50 on the other side of the corner position.

[0069] The present application provides a scaffold anti-overturning stabilization method, comprising the following steps:

[0070] S1. Connecting the two ends of the first-stage anti-overturning stabilization assembly 10 to the vertical structure 40 and the scaffolding 50 of the building respectively.

[0071] Exemplarily, the method of connecting the two ends of the first-stage anti-overturning stabilization assembly 10 to the building vertical structure 40 and the scaffolding 50 respectively comprises the following steps:

[0072] Two oppositely disposed first rods 101 and two oppositely disposed second rods 102 are provided, the two first rods 101 and the two second rods 102 are arranged around the vertical structure 40 of the building and connected to each other, and the two first rods 101 and / or the two second rods 102 are connected to the scaffold 50 .

[0073] S2. Connecting two ends of the second-stage anti-overturning stabilization assembly 20 to the first-stage anti-overturning stabilization assembly 10 and the scaffold 50 respectively.

[0074] Exemplarily, a method of connecting the two ends of the second-stage anti-overturning stabilization assembly 20 to the first-stage anti-overturning stabilization assembly 10 and the scaffold 50 respectively includes:

[0075] A horizontally arranged third rod 201 and an inclinedly arranged fourth rod 202 are provided, and both ends of the third rod 201 are respectively connected to the first-level anti-overturning stabilization assembly 10 and the scaffold 50, and both ends of the fourth rod 202 are respectively connected to the first-level anti-overturning stabilization assembly 10 and the scaffold 50.

[0076] S3, connecting the two ends of the third-level anti-overturning stabilization component 30 to the building horizontal structure 60 and the scaffolding 50 respectively.

[0077] Exemplarily, a method of connecting the two ends of the third-level anti-overturning stabilization assembly 30 to the building horizontal structure 60 and the scaffolding 50 respectively includes:

[0078] A fifth rod 301 and an inclined sixth rod 302 are provided, the fifth rod 301 is connected to the building horizontal structure 60, and both ends of the sixth rod 302 are connected to the fifth rod 301 and the scaffold 50 respectively.

[0079] The scaffolding anti-overturning stabilization method provided in the embodiment of the present application forms a hierarchical stable structural system by setting a first-level anti-overturning stabilization component 10, a second-level anti-overturning stabilization component 20 and a third-level anti-overturning stabilization component 30; this multi-level stable structure can significantly improve the anti-overturning ability and stability of the scaffolding 50, and effectively reduce the risk of overturning of the scaffolding due to external forces during construction.

[0080] Compared with traditional technologies, the method of the present application can effectively deal with the problem of scaffolding 50 being prone to instability during the construction of large-span and high-rise buildings, meet the construction requirements of the specifications for vertical step over-step and horizontal span over-span, and provide strong guarantees for large-space building construction.

[0081] The above are only specific implementation methods of the present application, but the protection scope of the present application is not limited thereto. Any changes or substitutions that can be easily conceived by any technician familiar with the technical field within the technical scope disclosed in the present application should be covered within the protection scope of the present application.

Claims

1. A scaffolding anti-overturning stabilization device, characterized in that: The invention comprises a first-stage anti-overturning stabilization component (10) and a second-stage anti-overturning stabilization component (20), wherein two ends of the first-stage anti-overturning stabilization component (10) are respectively connected to a building vertical structure (40) and a scaffold (50), and two ends of the second-stage anti-overturning stabilization component (20) are respectively connected to the first-stage anti-overturning stabilization component (10) and the scaffold (50).

2. The scaffolding anti-overturning stabilization device according to claim 1 is characterized in that: The first-level anti-overturning stabilization assembly (10) comprises two first rods (101) arranged opposite to each other and two second rods (102) arranged opposite to each other, the two first rods (101) and the two second rods (102) are cross-connected and embrace the vertical building structure (40), and the two first rods (101) and / or the two second rods (102) are connected to the scaffolding (50).

3. The scaffolding anti-overturning stabilization device according to claim 1 is characterized in that: The second-stage anti-overturning stabilization assembly (20) comprises a plurality of third rods (201), the third rods (201) are arranged horizontally, and the two ends of the third rods (201) are respectively connected to the first-stage anti-overturning stabilization assembly (10) and the scaffold (50).

4. The scaffolding anti-overturning stabilization device according to claim 3 is characterized in that: The second-stage anti-overturning stabilization assembly (20) further comprises a plurality of fourth rods (202), wherein the fourth rods (202) are arranged to be inclined from top to bottom, and the two ends of the fourth rods (202) are respectively connected to the first-stage anti-overturning stabilization assembly (10) and the scaffold (50).

5. The scaffolding anti-overturning stabilization device according to claim 1, characterized in that: It also comprises a third-level anti-overturning stabilization component (30), the two ends of which are respectively connected to the building horizontal structure (60) and the scaffolding (50).

6. The scaffolding anti-overturning stabilization device according to claim 5, characterized in that: The third-level anti-overturning stabilization assembly (30) comprises a fifth rod (301) and a sixth rod (302), wherein the fifth rod (301) is connected to the building horizontal structure (60), and the two ends of the sixth rod (302) are respectively connected to the fifth rod (301) and the scaffolding (50).

7. A scaffolding anti-overturning stabilization method, characterized in that: include: The two ends of the first-stage anti-overturning stabilization component (10) are respectively connected to the building vertical structure (40) and the scaffolding (50); and the two ends of the second-stage anti-overturning stabilization component (20) are respectively connected to the first-stage anti-overturning stabilization component (10) and the scaffolding (50).

8. The scaffolding anti-overturning stabilization method according to claim 7, characterized in that: A method for connecting two ends of a first-level anti-overturning stabilization component (10) to a building vertical structure (40) and a scaffold (50), respectively, comprising: Two first rods (101) and two second rods (102) are provided, which are arranged around a vertical building structure (40) and connected to each other. The two first rods (101) and / or the two second rods (102) are connected to a scaffold (50).

9. The scaffolding anti-overturning stabilization method according to claim 7, characterized in that: A method for connecting two ends of a second-stage anti-overturning stabilization component (20) to a first-stage anti-overturning stabilization component (10) and a scaffold (50), respectively, comprising: A third rod (201) and a fourth rod (202) are provided, and two ends of the third rod (201) are respectively connected to the first-stage anti-overturning stabilization assembly (10) and the scaffold (50), and two ends of the fourth rod (202) are respectively connected to the first-stage anti-overturning stabilization assembly (10) and the scaffold (50).

10. The scaffolding anti-overturning stabilization method according to claim 7, characterized in that: Also includes: The two ends of the third-level anti-overturning stabilization component (30) are respectively connected to the building horizontal structure (60) and the scaffolding (50).

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