Construction platform erected on electric single-beam bridge machine

By constructing a construction platform on an electric single-girder bridge crane and utilizing the crane's mobility, the problem of reaching high places using conventional construction methods was solved, enabling efficient and safe continuous ceiling decoration operations and reducing costs and risks.

CN223647394UActive Publication Date: 2025-12-09SINOHYDRO BUREAU 14 CO LTD
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Patent Information

Application Number
CN202520093078.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-15
Publication Date
2025-12-09
Estimated Expiration
2035-01-15

AI Technical Summary

Technical Problem

In the renovation and construction of reinforced concrete factory roofs, conventional lifting platforms and mobile scaffolding cannot reach high places, resulting in high construction costs and great dangers. Full-floor scaffolding occupies space and may damage the existing structure.

Method used

A construction platform is erected on the electric single-girder bridge crane. Taking advantage of the crane's mobility, a stable construction platform is formed by components such as scaffolding, main beams, vertical bars, longitudinal beams, transverse beams, and spiral screws, avoiding the need for full-span steel pipe scaffolding and enabling continuous ceiling decoration operations.

Benefits of technology

It improves the efficiency of ceiling decoration construction and material turnover rate, reduces construction costs, and avoids damage to the existing structure.

✦ Generated by Eureka AI based on patent content.

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Abstract

The construction platform comprises a scaffold, main beams, vertical ribs, longitudinal beams, cross beams, inclined struts and spiral lead screws, the main beams are arranged at the tops of the electric single beams, the vertical ribs and the longitudinal beams are fixedly connected to the main beams, the vertical ribs are sleeved with the scaffold, the longitudinal beams are connected with the cross beams arranged at the bottoms of the electric single beams through the spiral lead screws, and the inclined struts are arranged on the cross beams. The spiral lead screws form clamping structures on the two sides of the electric single beam, and the cross beam is connected with a scaffold through inclined struts. A construction platform erected on an electric single-beam bridge machine is used for ceiling decoration construction of a reinforced concrete plant, a steel pipe scaffold is erected on the electric single-beam bridge machine, erecting of a full floor steel pipe scaffold is avoided, and ceiling decoration construction line production is achieved by means of mobility of the bridge machine. The decoration construction efficiency and the material turnover rate of the concrete plant ceiling are effectively improved, and the construction cost is reduced.
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Description

Technical Field

[0001] This application relates to the field of factory roof decoration construction technology, and in particular to a construction platform erected on an electric single-girder bridge crane. Background Technology

[0002] A roof is a ceiling structure primarily constructed of steel, wood, or concrete. Roofs offer advantages such as high strength, light weight, and ease of construction, making them widely used in industrial plants, stadiums, exhibition halls, and other similar locations.

[0003] During ceiling renovation work in some reinforced concrete factory buildings, the high ceiling height makes it impossible for conventional lifting platforms and mobile scaffolding to reach the required working height. Currently, the conventional method for ceiling renovation is to erect full-span, ground-supported steel pipe scaffolding. This method is costly and dangerous, and the high-density scaffolding encroaches on the floor space, sometimes even damaging the completed wall and floor structures during repeated installation and dismantling. Utility Model Content

[0004] To solve or partially solve the problems existing in the related technologies, this application provides a construction platform erected on an electric single-girder bridge crane. By erecting scaffolding on the electric single-girder bridge crane and utilizing the crane's own mobility, a continuous operation for ceiling decoration construction can be realized.

[0005] The first aspect of this application provides a construction platform erected on an electric single-girder bridge crane, comprising: scaffolding, main beam, vertical reinforcement, longitudinal beam, cross beam, diagonal bracing, and spiral screw rod. The main beam is arranged on the top of the electric single girder, and the vertical reinforcement and longitudinal beam are fixedly connected to the main beam. The scaffolding is fitted on the vertical reinforcement. The longitudinal beam is connected to the cross beam arranged at the bottom of the electric single girder by spiral screw rod, and the spiral screw rod forms a clamping structure on both sides of the electric single girder. The cross beam is connected to the scaffolding by diagonal bracing.

[0006] A protective plate, made of polyethylene foam board, is installed between the main beam and the electric single beam.

[0007] The main beam surface is covered with bamboo planks, and kickboards are installed on both sides.

[0008] The main beam is equipped with guardrails on both sides, and protective netting is hung on the guardrails. The technical solution provided in this application may include the following beneficial effects:

[0009] This application provides a construction platform erected on an electric single-girder bridge crane for the ceiling decoration construction of reinforced concrete workshops. By erecting steel pipe scaffolding on the electric single-girder bridge crane, the construction of full-span ground steel pipe scaffolding is avoided. Furthermore, by utilizing the mobility of the bridge crane itself, the ceiling decoration construction can be carried out in a continuous flow, which effectively improves the construction efficiency and material turnover rate of concrete workshop ceiling decoration, and reduces construction costs.

[0010] It should be understood that the above general description and the following detailed description are exemplary and explanatory only, and do not limit this application. Attached Figure Description

[0011] The above and other objects, features and advantages of this application will become more apparent from the more detailed description of exemplary embodiments thereof in conjunction with the accompanying drawings, wherein the same reference numerals generally represent the same components in the exemplary embodiments thereof.

[0012] Figure 1 This is a side view of the construction platform erected on an electric single-girder bridge crane, as shown in an embodiment of this application.

[0013] Figure 2 This is a cross-sectional structural schematic diagram of a construction platform erected on an electric single-girder bridge crane, as shown in an embodiment of this application.

[0014] Figure label:

[0015] In the diagram, 1—main beam, 2—vertical reinforcement, 3—scaffolding, 4—longitudinal beam, 5—horizontal beam, 6—diagonal brace, 7—spiral threaded rod, 8—mountain-shaped butterfly buckle, 9—protective board, 10—electric single beam, 11—guardrail, 12—bamboo plank. Detailed Implementation

[0016] Embodiments of this application will now be described in more detail with reference to the accompanying drawings. While embodiments of this application are shown in the drawings, it should be understood that this application may be implemented in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided to make this application more thorough and complete, and to fully convey the scope of this application to those skilled in the art.

[0017] It should be understood that although the terms "first," "second," "third," etc., may be used in this application to describe various information, this information should not be limited to these terms. These terms are only used to distinguish information of the same type from one another. For example, without departing from the scope of this application, first information may also be referred to as second information, and similarly, second information may also be referred to as first information. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this application, "multiple" means two or more, unless otherwise explicitly specified.

[0018] In the description of this application, it should be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship 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 orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this application.

[0019] Unless otherwise expressly specified and limited, the terms "installation," "connection," "linking," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this application according to the specific circumstances.

[0020] The technical solutions of the embodiments of this application are described in detail below with reference to the accompanying drawings.

[0021] like Figure 1 and Figure 2 The construction platform erected on an electric single-girder 10-bridge crane, as shown, includes: scaffolding 3, main beam 1, vertical reinforcement 2, longitudinal beam 4, horizontal beam 5, diagonal bracing 6, and spiral screw 7. The main beam 1 is positioned on top of the electric single-girder 10, and a protective plate 9 is installed between the main beam 1 and the electric single-girder 10. Vertical reinforcement 2 and longitudinal beam 4 are fixedly connected to the main beam 1, and scaffolding 3 is fitted onto the vertical reinforcement 2. The longitudinal beam 4 is connected to the horizontal beam 5 positioned at the bottom of the electric single-girder 10 via spiral screw 7, and the spiral screw 7 forms a clamping structure on both sides of the electric single-girder 10. The horizontal beam 5 is connected to the scaffolding 3 via diagonal bracing 6.

[0022] Bamboo planks 12 are laid on the surface of the main beam 1, and kickboards are installed on both sides. Guardrails 11 are also installed on both sides of the main beam 1, and protective nets are hung on the guardrails 11.

[0023] In one specific embodiment, the construction platform erected on the electric single-girder 10-bridge crane mainly consists of an I16 I-beam main beam 1, φ25 vertical reinforcement 2, disc-lock / coupler steel pipe scaffolding 3, φ48.3×3.6mm seamless steel pipe longitudinal beam 4, φ48.3×3.6mm seamless steel pipe crossbeam 5, φ48.3×3.6mm seamless steel pipe diagonal brace 6, φ16 spiral threaded rod 7, mountain-shaped butterfly buckle 8, and 2cm thick polyethylene foam board.

[0024] A 2cm thick polyethylene foam board is wrapped between the I16 I-beam main beam 1 and the electric single beam 10 to protect the surface of the electric single beam 10 from damage. φ25 vertical ribs 2 are welded onto the I16 I-beam main beam 1. The steel pipe columns of the disc-lock / coupler steel pipe scaffold 3 are fitted onto the φ25 vertical ribs 2 to prevent the steel pipe columns of the steel pipe scaffold 3 from shifting when the electric single beam 10 moves, thus preventing the steel pipe columns from becoming suspended and creating a safety hazard. The I16 I-beam main beam 1 is fully welded to the φ48.3×3.6mm seamless steel pipe longitudinal beam 4. The φ48.3×3.6mm seamless steel pipe longitudinal beam 4 and the φ48.3×3.6mm seamless steel pipe transverse beam 5 are securely connected and fixed using φ16 spiral threaded rods 7 and mountain-shaped butterfly buckles 8, ensuring the stability of the steel pipe scaffold 3 erection platform and preventing the entire scaffold 3 structure from overturning. A φ48.3×3.6mm seamless steel pipe diagonal brace 6 is installed to connect the φ48.3×3.6mm seamless steel pipe crossbeam 5 and the disc-lock / coupler steel pipe scaffold 3. The principle of triangle stability is used to strengthen the stability of the entire scaffold 3 structure, improve the overall structure, and increase the structural strength.

[0025] After the platform is erected, bamboo planks 12 are laid on the construction platform. Kickboards are installed on the bottom plates on both sides to prevent materials from falling. Guardrails 11 are installed on both sides of the platform. The guardrails are no less than 1.2m high, sturdy and reliable, and are covered with protective netting.

[0026] Finally, it should be noted that in this document, relationships such as "first" and "second" are used merely to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "include," "contain," or any other variations are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus.

[0027] The units described as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple network units. Some or all of the units can be selected to achieve the purpose of this embodiment according to actual needs.

[0028] Furthermore, the functional units in the various embodiments of this application can be integrated into one processing unit, or each unit can exist physically separately, or two or more units can be integrated into one unit. The integrated unit can be implemented in hardware or as a software functional unit.

[0029] If the integrated unit is implemented as a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of this application, in essence, or the part that contributes to the prior art, or all or part of the technical solution, can be embodied in the form of a software product. This computer software product is stored in a storage medium and includes several instructions to cause a computer device (which may be a personal computer, a server, or a network device, etc.) to execute all or part of the steps of the methods described in the various embodiments of this application.

[0030] The various embodiments of this application have been described above. These descriptions are exemplary and not exhaustive, nor are they limited to the disclosed embodiments. Many modifications and variations will be apparent to those skilled in the art without departing from the scope and spirit of the described embodiments. The terminology used herein is chosen to best explain the principles, practical application, or improvement of the technology in the market, or to enable others skilled in the art to understand the embodiments disclosed herein.

Claims

1. A construction platform erected on an electric single-girder bridge crane, characterized in that, include: The scaffold consists of a main beam, vertical reinforcement, longitudinal beams, horizontal beams, diagonal braces, and spiral screws. The main beam is positioned on top of the electric single beam. The vertical reinforcement and longitudinal beam are fixedly connected to the main beam. The scaffold is fitted onto the vertical reinforcement. The longitudinal beam is connected to the horizontal beam positioned at the bottom of the electric single beam via the spiral screws, which form a clamping structure on both sides of the electric single beam. The horizontal beam is connected to the scaffold via the diagonal braces.

2. The construction platform erected on an electric single-girder bridge crane according to claim 1, characterized in that, A protective plate, which is a polyethylene foam board, is installed between the main beam and the electric single beam.

3. The construction platform erected on an electric single-girder bridge crane according to claim 1, characterized in that, The surface of the main beam is covered with bamboo planks, and kickboards are installed on both sides.

4. The construction platform erected on an electric single-girder bridge crane according to claim 1, characterized in that, The main beam is equipped with guardrails on both sides, and protective nets are hung on the guardrails.