CN119860077A - Anti-overturning stabilizing device and method for scaffold - Google Patents
Anti-overturning stabilizing device and method for scaffold Download PDFInfo
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- CN119860077A CN119860077A CN202510221272.2A CN202510221272A CN119860077A CN 119860077 A CN119860077 A CN 119860077A CN 202510221272 A CN202510221272 A CN 202510221272A CN 119860077 A CN119860077 A CN 119860077A
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- overturning
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- stabilization
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/38—Scaffolds partly supported by the building
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Abstract
本申请公开了一种脚手架抗倾覆稳定装置及方法，涉及脚手架技术领域。该脚手架抗倾覆稳定装置，包括第一级抗倾覆稳定组件和第二级抗倾覆稳定组件，所述第一级抗倾覆稳定组件的两端分别与建筑竖向结构和脚手架连接，所述第二级抗倾覆稳定组件的两端分别与所述第一级抗倾覆稳定组件和所述脚手架连接。本申请通过设置第一级抗倾覆稳定组件和第二级抗倾覆稳定组件，形成多级抗倾覆稳定结构，显著提高脚手架的抗倾覆能力和稳定性，有效减少脚手架在施工过程中因外力作用而发生倾覆的风险。
The present application discloses a scaffolding anti-overturning stabilization device and method, and relates to the technical field of scaffolding. The scaffolding anti-overturning stabilization device comprises 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. The present application forms a multi-stage anti-overturning stabilization structure by setting the first-stage anti-overturning stabilization component and the second-stage anti-overturning stabilization component, which significantly improves the anti-overturning ability and stability of the scaffolding, and effectively reduces the risk of the scaffolding overturning due to external force during the construction process.
Description
Technical Field
The application relates to the technical field of scaffolds, in particular to an anti-overturning stabilizing device and method for a scaffold.
Background
With the continuous development of the building industry, large-space buildings are widely applied to various fields of public buildings, industrial plants, civil commercial buildings and the like. Because of the characteristics of large space span and high storey height, the buildings have higher requirements on construction technology and safety management. In the construction stage, the stability of the inner scaffold and the outer scaffold is one of key factors for guaranteeing the construction safety, however, as the height and the span of a large-space building are large, the instability risk of the scaffold is obviously increased, and safety accidents such as falling of constructors and falling of materials are easily caused, so that the construction safety is severely challenged.
In conventional scaffold construction, a fastener type steel pipe scaffold is generally adopted, and a simple diagonal brace, a scissor brace and the like are provided to enhance stability. However, these conventional devices have disadvantages in large-space building construction in that the vertical "step" and horizontal "span" of the conventional scaffolding are difficult to meet the construction requirements of the large-space building, resulting in insufficient overall stability of the scaffolding.
Disclosure of Invention
The application aims to provide an anti-overturning stabilizing device and method for a scaffold, which solve the problem of insufficient overall stability of a traditional scaffold.
The technical scheme adopted for solving the technical problems is as follows:
In a first aspect, a scaffold anti-overturning stabilizing device is provided, including first order anti-overturning stabilizing assembly and second order anti-overturning stabilizing assembly, the both ends of first order anti-overturning stabilizing assembly are connected with building vertical structure and scaffold respectively, the both ends of second order anti-overturning stabilizing assembly respectively with first order anti-overturning stabilizing assembly with scaffold connects.
Further, the first-stage anti-overturning stabilizing assembly comprises two oppositely arranged first rods and two oppositely arranged second rods, wherein the two first rods are in cross connection with the two second rods and encircle the building vertical structure, and the two first rods or/and the two second rods are connected with the scaffold.
Further, the second-stage anti-overturning stabilizing assembly comprises a plurality of third rods, the third rods are horizontally arranged, and two ends of each third rod are respectively connected with the first-stage anti-overturning stabilizing assembly and the scaffold.
Further, the second-stage anti-overturning stabilizing assembly further comprises a plurality of fourth rods, the fourth rods are obliquely arranged from top to bottom, and two ends of each fourth rod are respectively connected with the first-stage anti-overturning stabilizing assembly and the scaffold.
Further, the anti-capsizing device also comprises a third-stage anti-capsizing stabilizing component, wherein two ends of the third-stage anti-capsizing stabilizing component are respectively connected with the building horizontal structure and the scaffold.
Further, the third-stage anti-overturning stabilizing assembly comprises a fifth rod and a sixth rod, wherein the fifth rod is connected with the building horizontal structure, and two ends of the sixth rod are respectively connected with the fifth rod and the scaffold.
In a second aspect, there is provided a scaffold anti-overturning stabilization method comprising:
and connecting the two ends of the second-stage anti-overturning stabilizing assembly with the first-stage anti-overturning stabilizing assembly and the scaffold respectively.
Further, a method of connecting two ends of a first stage anti-toppling stabilizing assembly to a building vertical structure and a scaffold, respectively, comprising:
providing two oppositely arranged first rods and two oppositely arranged second rods, arranging the two first rods and the two second rods around the building vertical structure and connecting the two first rods or/and the two second rods with the scaffold.
Further, a method of connecting two ends of a second stage anti-toppling stabilizing assembly to a first stage anti-toppling stabilizing assembly and a scaffold, respectively, comprising:
And providing a third rod and a fourth rod, respectively connecting the two ends of the third rod with the first-stage anti-overturning stabilizing assembly and the scaffold, and respectively connecting the two ends of the fourth rod with the first-stage anti-overturning stabilizing assembly and the scaffold.
Further, the method further comprises the following steps:
And connecting the two ends of the third-stage anti-overturning stabilizing assembly with the building horizontal structure and the scaffold respectively.
The application has the beneficial effects that:
according to the anti-overturning stabilizing device and method for the scaffold, a hierarchical stable structure system is formed by arranging the first-stage anti-overturning stabilizing component and the second-stage anti-overturning stabilizing component, the first-stage anti-overturning stabilizing component is directly connected with a building vertical structure to provide a foundation for the scaffold, the second-stage anti-overturning stabilizing component further expands an anti-overturning range, the overall stability of the scaffold under multi-directional stress is enhanced, and the anti-overturning capacity and stability of the scaffold can be remarkably improved through the multi-stage stabilizing structure, so that the risk of overturning of the scaffold due to external force in the construction process is effectively reduced.
Compared with the prior art, the application uses the building vertical structure as the attaching base of the first-stage anti-overturning stabilizing assembly, ensures the reliability of foundation support, and on the basis, the first-stage anti-overturning stabilizing assembly is used as the attaching base of the second-stage anti-overturning stabilizing assembly, and the anti-overturning range is further enlarged by arranging the second-stage anti-overturning stabilizing assembly, so that the problem that the scaffold is easy to be unstable in large-span and high-rise building construction can be effectively solved, the construction requirements of specifications on the vertical step overstep and the horizontal step overstep are met, and powerful guarantee is provided for large-space building construction.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of an anti-overturning stabilizing device for a scaffold provided by an embodiment of the application;
FIG. 2 is a top view of FIG. 1;
fig. 3 is another schematic structural view of an anti-overturning stabilizing device for a scaffold provided by an embodiment of the present application;
FIG. 4 is a top view of FIG. 3;
FIG. 5 is a schematic structural view of a first stage anti-toppling stabilization assembly;
FIG. 6 is another schematic structural view of the first stage anti-capsizing stabilizing assembly.
Reference numerals:
10-a first stage anti-capsizing stabilizing assembly;
101-a first rod;
102-a second lever;
20-a second stage anti-capsizing stabilizing assembly;
201-a third lever;
202-fourth bar;
30-a third stage anti-capsizing stabilizing assembly;
301-fifth lever;
302-sixth rod;
40-building vertical structure;
50-scaffold;
60-building horizontal structure.
Detailed Description
The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application. Embodiments of the application and features of the embodiments may be combined with each other without conflict.
In the description of the present application, the positional or positional relationship indicated by the terms such as "upper", "lower", "left", "right", "front", "rear", "inner", "outer", etc. are based on the positional or positional relationship shown in the drawings, are merely for convenience of describing the present application and simplifying the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present application. Unless otherwise specified, the above description of the azimuth may be flexibly set in the course of practical application in the case where the relative positional relationship shown in the drawings is satisfied.
In the description of the present application, unless explicitly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may, for example, be fixedly connected, detachably connected, or integrally connected, or may be directly connected, or may be indirectly connected through an intermediate medium, or may be in communication with the interior of two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.
Referring to fig. 1, 2, 3 and 4, an embodiment of the present application provides a scaffold anti-overturning stabilizing device, which includes a first-stage anti-overturning stabilizing assembly 10 and a second-stage anti-overturning stabilizing assembly 20, wherein two ends of the first-stage anti-overturning stabilizing assembly 10 are respectively connected with a building vertical structure 40 and a scaffold 50, and two ends of the second-stage anti-overturning stabilizing assembly 20 are respectively connected with the first-stage anti-overturning stabilizing assembly 10 and the scaffold 50.
According to the scaffold anti-overturning stabilizing device provided by the embodiment of the application, a hierarchical stable structure system is formed by arranging the first-stage anti-overturning stabilizing assembly 10 and the second-stage anti-overturning stabilizing assembly 20, the first-stage anti-overturning stabilizing assembly 10 is directly connected with the building vertical structure 40 to provide a basic stable support for the scaffold 50, the second-stage anti-overturning stabilizing assembly 20 further expands the anti-overturning range, the overall stability of the scaffold 50 under multi-directional stress is enhanced, and the multi-stage stabilizing structure can remarkably improve the anti-overturning capacity and stability of the scaffold 50 and effectively reduce the risk of overturning of the scaffold due to external force in the construction process.
Compared with the prior art, the application utilizes the building vertical structure 40 as the attachment base of the first-stage anti-overturning stabilizing assembly 10, ensures the reliability of foundation support, and on the basis, utilizes the first-stage anti-overturning stabilizing assembly 10 as the attachment base of the second-stage anti-overturning stabilizing assembly 20, further expands the anti-overturning range by arranging the second-stage anti-overturning stabilizing assembly 20, can effectively solve the problem that the scaffold 50 is easy to be unstable in large-span and high-rise building construction, meets the construction requirements of specifications on the overtravel of vertical steps and the overtravel of horizontal spans, and provides powerful guarantee for large-space building construction.
The application forms a hierarchical stable structure system through the first-stage anti-overturning stabilizing assembly 10 and the second-stage anti-overturning stabilizing assembly 20, can effectively disperse and offset the acting force of external force on the scaffold 50, reduces the structural instability caused by overlarge local stress, improves the overall stability of the scaffold 50 in the construction process, provides safer operation environment for constructors, and obviously reduces construction safety risks.
The building vertical structure 40 may be a vertically disposed structure within a building, such as a shear wall, column, frame, or the like. The building vertical structure 40 acts as a load bearing member of the building and can firmly and stably act as an attachment base for the first stage anti-toppling stabilization assembly 10.
In some embodiments, referring to fig. 5 and 6, the first stage anti-toppling stabilization assembly 10 includes two oppositely disposed first rods 101 and two oppositely disposed second rods 102, the two first rods 101 being cross-connected with the two second rods 102 and encircling the building vertical structure 40, the two first rods 101 or/and the two second rods 102 being connected with the scaffolding 50.
Illustratively, the two first rods 101 and the two second rods 102 are disposed horizontally, the two first rods 101 are disposed in parallel on the left and right sides of the building vertical structure 40, the two second rods 102 are disposed in parallel on the front and rear sides of the building vertical structure 40, 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 with the building vertical structure 40 and forming two sets of co-directional stable structures.
Referring to fig. 5, when the first stage anti-capsizing stabilizing assembly 10 is disposed at a general position at one side of the scaffold 50, one ends of the two first bars 101 are respectively connected to the scaffold 50 by fasteners or one ends of the two second bars 102 are respectively connected to the scaffold 50 by fasteners. Referring to fig. 6, when the first-stage anti-overturning stabilizing device 10 is disposed at the corner position of the scaffold 50, one ends of the two first rods 101 are respectively connected to the scaffold 50 at one side of the corner position by fasteners, and one ends of the two second rods 102 are respectively connected to the scaffold 50 at the other side of the corner position by fasteners.
The first-stage anti-overturning stabilizing assembly 10 of the embodiment of the application adopts a cross connection mode, so that the first rod 101 and the second rod 102 can be quickly connected with the building vertical structure 40 to form a stable frame structure, the external force effect can be effectively dispersed and counteracted, the structural deformation caused by uneven local stress is reduced, and the anti-overturning capacity of the scaffold 50 is obviously improved. The structure can simplify the installation steps and reduce the field operation time, meanwhile, the encircling structure can be quickly fixed on the building vertical structure 40, a complex wall connecting structure is not required to be arranged on the building vertical structure 40, the installation efficiency is improved, the structure can be flexibly adjusted according to the specific shape and size of the building vertical structure 40, the structure is suitable for different types of building vertical structures 40, and the structure can quickly adapt to diversified requirements of construction sites.
In some embodiments, referring to fig. 1,2, 3, and 4, the second stage anti-capsizing stabilizing assembly 20 comprises a plurality of third bars 201, the third bars 201 being horizontally disposed, and both ends of the third bars 201 being connected to the first stage anti-capsizing stabilizing assembly 10 and the scaffold 50, respectively.
Illustratively, a plurality of third bars 201 are arranged in a fan shape on a horizontal plane, one end of each third bar 201 is connected to the first bar 101 or/and the second bar 102 by a fastener, and the other end of each third bar 201 is connected to the scaffold 50.
In some embodiments, the second stage anti-toppling stabilizing assembly 20 further comprises a plurality of fourth bars 202, the fourth bars 202 being disposed obliquely from top to bottom, and both ends of the fourth bars 202 being connected to the first stage anti-toppling stabilizing assembly 10 and the scaffold 50, respectively.
Illustratively, a plurality of fourth bars 202 are arranged in a fan-shaped configuration on a horizontal plane, one end of each fourth bar 202 is connected to the first bar 101 or/and the second bar 102 by a fastener, and the other end of each fourth bar 202 is connected to the scaffold 50. Wherein the fourth bars 202 may comprise one, two, and more than two groups, each group of fourth bars 202 comprising at least two. When the fourth bars 202 comprise a set, the height of the connection points of the set of fourth bars 202 to the scaffold 50 may be the same or different. When the fourth bars 202 include at least two sets, the height of the connection points of each set of fourth bars 202 to the scaffold 50 is the same, and the height of the connection points of each set of fourth bars 202 to the scaffold 50 is different.
Referring to fig. 1 and 2, when the second stage anti-capsizing stabilizing assembly 20 is disposed in a general position on one side of the scaffold 50, a plurality of third bars 201 and a plurality of fourth bars 202 are symmetrically disposed on the left and right sides of the building vertical structure 40, respectively.
Referring to fig. 3 and 4, when the second stage anti-overturning stabilizing device 20 is disposed at the corner position of the scaffold 50, a portion of the third bar 201 and a portion of the fourth bar 202 are respectively connected to the scaffold 50 at one side of the corner position, and another portion of the third bar 201 and another portion of the fourth bar 202 are respectively connected to the scaffold 50 at the other side of the corner position.
In fig. 1 and 3, the structure in which the fourth bar 202 is located above the third bar 201 is shown, it being understood that the fourth bar 202 may be disposed below the third bar 201.
The second-stage anti-overturning stabilizing assembly 20 of the embodiment of the application can effectively resist the lateral force of the scaffold 50 in the horizontal direction by utilizing the third rod 201 which is horizontally arranged, reduce the overturning risk caused by uneven wind load or construction load, decompose the horizontal force received by the scaffold 50 into horizontal and vertical component force by utilizing the fourth rod 202 which is obliquely arranged, further enhance the anti-overturning capacity of the scaffold 50, simultaneously form a stable triangle or frame structure by the synergistic effect of the third rod 201 and the fourth rod 202, further improve the overall rigidity and stability of the scaffold 50, and flexibly adjust the number and the positions of the third rod 201 and the fourth rod 202 according to the height, the span and the construction requirement of the scaffold 50, is suitable for different types of building structures, expands the anti-overturning range and can meet the construction requirements of standard on the overtravel of the vertical step and the overtravel of the horizontal span.
In some embodiments, referring to fig. 1,2, 3 and 4, the scaffold anti-overturning stabilizing device provided in the embodiments of the present application further includes a third stage anti-overturning stabilizing assembly 30, where two ends of the third stage anti-overturning stabilizing assembly 30 are connected to the building horizontal structure 60 and the scaffold 50, respectively. The anti-capsizing capability of the scaffold 50 is further enhanced by the provision of the third stage anti-capsizing stabilizing assembly 30.
The building level structure 60 may be a floor or roof structure, such as a floor slab, beam, roof panel, purlin, roof beam or truss, etc., that is horizontally disposed within a building. The building horizontal structure 60 acts as a load bearing member for the building and can firmly and stably act as an attachment base for the tertiary anti-toppling stabilization assembly 30.
In some embodiments, referring to fig. 1, 2, 3, and 4, the third stage anti-toppling stabilizing assembly 30 includes a fifth pole 301 and a sixth pole 302, the fifth pole 301 being connected to the building horizontal structure 60, and both ends of the sixth pole 302 being connected to the fifth pole 301 and the scaffolding 50, respectively.
When the construction horizontal structure 60 is a reinforced concrete, the fifth rod 301 may be connected with the construction horizontal structure 60 in a pre-buried manner, and when the construction horizontal structure 60 is a steel structure, the fifth rod 301 may be connected with the construction horizontal structure 60 by welding or bolts, etc. The sixth rod 302 is disposed 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.
Referring to fig. 1 and 2, when the third stage anti-overturning stabilizing system 30 is disposed in a general position on one side of the scaffold 50, a plurality of fifth bars 301 and a plurality of sixth bars 302 are symmetrically disposed on the left and right sides of the building vertical structure 40, respectively.
Referring to fig. 3 and 4, when the third stage anti-overturning stabilizing device 30 is disposed at the corner position of the scaffold 50, a portion of the fifth rod 301 and a portion of the sixth rod 302 are respectively connected to the scaffold 50 at one side of the corner position, and another portion of the fifth rod 301 and another portion of the sixth rod 302 are respectively connected to the scaffold 50 at the other side of the corner position.
The embodiment of the application provides an anti-overturning stabilization method for a scaffold, which comprises the following steps of:
and S1, connecting two ends of the first-stage anti-overturning stabilizing assembly 10 with the building vertical structure 40 and the scaffold 50 respectively.
Illustratively, a method of connecting two ends of the first stage anti-toppling stabilization assembly 10 to the building vertical structure 40 and the scaffold 50, respectively, includes the steps of:
two oppositely disposed first bars 101 and two oppositely disposed second bars 102 are provided, the two first bars 101 and the two second bars 102 are arranged around the building vertical structure 40 and are connected to each other, and the two first bars 101 or/and the two second bars 102 are connected to the scaffold 50.
And S2, connecting two ends of the second-stage anti-capsizing stabilizing assembly 20 with the first-stage anti-capsizing stabilizing assembly 10 and the scaffold 50 respectively.
Illustratively, a method of connecting two ends of a second stage anti-toppling stabilizing assembly 20 to a first stage anti-toppling stabilizing assembly 10 and scaffold 50, respectively, includes:
A third bar 201 arranged horizontally and a fourth bar 202 arranged obliquely are provided, both ends of the third bar 201 are respectively connected with the first stage anti-capsizing stabilizing assembly 10 and the scaffold 50, and both ends of the fourth bar 202 are respectively connected with the first stage anti-capsizing stabilizing assembly 10 and the scaffold 50.
And S3, connecting two ends of the third-stage anti-overturning stabilizing assembly 30 with the building horizontal structure 60 and the scaffold 50 respectively.
Illustratively, a method of connecting the ends of the third stage anti-toppling stabilization assembly 30 to the building horizontal structure 60 and the scaffold 50, respectively, includes:
A fifth bar 301 and a obliquely arranged sixth bar 302 are provided, the fifth bar 301 being connected to the building horizontal structure 60, and both ends of the sixth bar 302 being connected to the fifth bar 301 and the scaffold 50, respectively.
According to the anti-overturning stabilization method for the scaffold, provided by the embodiment of the application, a hierarchical stable structure system is formed by arranging the first-stage anti-overturning stabilization assembly 10, the second-stage anti-overturning stabilization assembly 20 and the third-stage anti-overturning stabilization assembly 30, and the multi-stage stabilization structure can remarkably improve the anti-overturning capacity and stability of the scaffold 50 and effectively reduce the risk of overturning the scaffold due to the action of external force in the construction process.
Compared with the prior art, the method can effectively solve the problem that the scaffold 50 is easy to be unstable in large-span and high-rise building construction, meets the construction requirements of standard on vertical step oversteps and horizontal span oversteps, and provides powerful guarantee for large-space building construction.
The present application is not limited to the above embodiments, and any changes or substitutions that can be easily understood by those skilled in the art within the technical scope of the present application are intended to be included in the scope of the present application.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202510221272.2A CN119860077A (en) | 2025-02-27 | 2025-02-27 | Anti-overturning stabilizing device and method for scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202510221272.2A CN119860077A (en) | 2025-02-27 | 2025-02-27 | Anti-overturning stabilizing device and method for scaffold |
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| Publication Number | Publication Date |
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| CN119860077A true CN119860077A (en) | 2025-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202510221272.2A Pending CN119860077A (en) | 2025-02-27 | 2025-02-27 | Anti-overturning stabilizing device and method for scaffold |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1038825A (en) * | 1963-06-25 | 1966-08-10 | Jacques Alberti | Scaffolding |
| JP2005256342A (en) * | 2004-03-10 | 2005-09-22 | Maeda Corp | Scaffolding for external corner |
| CN103758334A (en) * | 2013-12-24 | 2014-04-30 | 黄开友 | Scaffold structure for building external wall construction |
| CN113293977A (en) * | 2021-06-16 | 2021-08-24 | 上海建工一建集团有限公司 | Attachment system of attached lifting scaffold and use method thereof |
| CN215055197U (en) * | 2021-03-19 | 2021-12-07 | 上海宝冶集团有限公司 | Outer scaffold drawknot reinforced structure of large-span high-rise building system |
| CN114592678A (en) * | 2022-03-08 | 2022-06-07 | 中国建筑第四工程局有限公司 | High-rise embracing column wall connecting piece and setting method thereof |
| CN216840599U (en) * | 2022-02-14 | 2022-06-28 | 中国建筑第二工程局有限公司 | Ultrahigh independent column frame body structure |
| CN115749244A (en) * | 2022-10-28 | 2023-03-07 | 中建安装集团有限公司 | Wall connecting piece for super-span large-storey-height building and construction process thereof |
-
2025
- 2025-02-27 CN CN202510221272.2A patent/CN119860077A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1038825A (en) * | 1963-06-25 | 1966-08-10 | Jacques Alberti | Scaffolding |
| JP2005256342A (en) * | 2004-03-10 | 2005-09-22 | Maeda Corp | Scaffolding for external corner |
| CN103758334A (en) * | 2013-12-24 | 2014-04-30 | 黄开友 | Scaffold structure for building external wall construction |
| CN215055197U (en) * | 2021-03-19 | 2021-12-07 | 上海宝冶集团有限公司 | Outer scaffold drawknot reinforced structure of large-span high-rise building system |
| CN113293977A (en) * | 2021-06-16 | 2021-08-24 | 上海建工一建集团有限公司 | Attachment system of attached lifting scaffold and use method thereof |
| CN216840599U (en) * | 2022-02-14 | 2022-06-28 | 中国建筑第二工程局有限公司 | Ultrahigh independent column frame body structure |
| CN114592678A (en) * | 2022-03-08 | 2022-06-07 | 中国建筑第四工程局有限公司 | High-rise embracing column wall connecting piece and setting method thereof |
| CN115749244A (en) * | 2022-10-28 | 2023-03-07 | 中建安装集团有限公司 | Wall connecting piece for super-span large-storey-height building and construction process thereof |
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