Steel plate composite beam assembled operating platform

By designing the prefabricated operating platform of steel plate combination beams, using the main beam and support structure to form a frame-type operating platform, and building a plate-type structure, the difficulties and safety problems in the installation and disassembly of the flat-connected installation and cast-in-place bridge deck bracket formwork are solved, and rapid and safe construction operations are achieved.

CN112813840BActive Publication Date: 2025-03-25ROAD & BRIDGE SOUTH CHINA ENG CO LTD
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Patent Information

Application Number
CN202110129304.8
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2021-01-29
Publication Date
2025-03-25
Estimated Expiration
2041-01-29

AI Technical Summary

Technical Problem

During the installation of flat joints and installation and disassembly of cast-in-place bridge deck bracket formwork, the existing hollow parts lead to installation difficulties, and workers lack safety guarantees.

Method used

A steel plate combination beam assembly operating platform is designed, including a main beam parallel to each other and an operating table structure arranged between the main beams. Rollers and limiting parts are provided at both ends of the main beam. The rollers use longitudinal universal wheels to facilitate the movement of the bridge deck, and the limiting parts prevent the main beam from sliding down.

Benefits of technology

Through this operating platform, workers can safely and conveniently install the flat joint of steel plate combination beams and install and disassemble the cast-in-place bridge deck bracket formwork, shortening the construction period and improving the construction progress.

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Abstract

The present invention relates to a steel plate composite beam assembled operating platform, comprising: mutually parallel main beams, an operating platform structure arranged between the main beams, rollers traveling along a first direction are arranged at both ends of the main beams, the rollers of the same main beam are respectively clamped on adjacent walking platforms, and the ends of the main beams are provided with limiters facing the sides of the walking platform. The operating platform provided in the embodiment of the present application has a simple structure and is easy to install, and can quickly realize the sliding of the entire bridge, shorten the construction period of the flat joint installation, cast-in-place bridge deck bracket and template installation and disassembly, and speed up the construction progress.
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Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a steel plate composite beam assembled operating platform. Background Art

[0002] At present, steel plate composite beam bridges have been widely used due to their simple structure, wide applicable conditions for design and construction, and convenient production and construction. They are a very economical and durable structure. Steel plate composite beams adopt a multi-main beam structural system, with transverse connections between the main beams, end cross beams at both ends of the longitudinal beams, truss-type cross-connections between spans, and lower parallel support for the main beams on both sides and the main beams at both ends. However, in the prior art, large areas of hollow parts between the main beams and between the cross beams of steel plate composite beams make it difficult to install the parallel connection of steel plate composite beams, install and remove the brackets and templates of cast-in-place bridge panels, and in order to achieve smooth installation, high-cost equipment is required. At the same time, during the installation of the parallel connection of steel plate composite beams and the installation and removal of the brackets and templates of cast-in-place bridge panels, the safety of workers cannot be guaranteed. Summary of the invention

[0003] In order to overcome the above technical problems, especially the difficulty in installing the steel plate composite beam parallel connection, installing and removing the cast-in-place bridge deck bracket and formwork, and the problem that the safety of workers cannot be guaranteed during the installation and removal process, the following technical solutions are proposed:

[0004] The steel plate composite beam assembled operating platform provided in the embodiment of the present application includes: main beams parallel to each other, and an operating platform structure arranged between the main beams, rollers that travel along a first direction are arranged at both ends of the main beams, and the rollers of the same main beam are respectively clamped on adjacent walking platforms, and a limiting piece is arranged at the end of the main beam facing the side of the walking platform.

[0005] Optionally, it further includes a supporting structure arranged between the main beams, and the operating platform is arranged on the supporting structure.

[0006] Optionally, the operating table is made of a plate structure.

[0007] Optionally, the main beam is arranged lower than the walking platform, and two roller connectors connected to the rollers are arranged at both ends of the main beam. The rollers connected to the two roller connectors are arranged on the top surface of the walking platform, and the limiting member is arranged at one end of the roller connector where the rollers are arranged, and is directly opposite to the side of the walking platform.

[0008] Optionally, the rollers connected to the roller connectors at both ends of the main beam are arranged on opposite sides of the top surfaces of two adjacent walking platforms that are opposite to each other.

[0009] Optionally, the main beam includes a first end and a second end, the first end is provided with a roller; the second end extends the roller connector away from the first end, and the plate structure is provided on an extension section of the main beam.

[0010] Optionally, a guardrail structure connected to the extension section is provided above the end of the extension section.

[0011] Optionally, the guardrail structure at the end of the extension section is connected by a steel pipe.

[0012] Optionally, one end of the roller connecting member is connected to the end of the main beam, and the other end of the roller connecting member provided with the roller extends away from the end of the main beam.

[0013] Optionally, the rollers connected to the roller connectors at both ends of the main beam are arranged on the top surfaces of two opposite and adjacent walking platforms.

[0014] Optionally, the limiting member is a roller whose rolling axis is perpendicular to the walking platform, so that the roller can roll along the side of the walking platform.

[0015] Optionally, the walking platform is a steel main beam bottom plate.

[0016] Compared with the prior art, the present invention has the following beneficial effects:

[0017] The steel plate composite beam assembly operating platform provided in the embodiment of the present application includes: mutually parallel main beams, an operating platform structure arranged between the main beams, rollers that travel along the first direction are arranged at both ends of the main beams, the rollers of the same main beam are respectively clamped on adjacent walking platforms, and the ends of the main beams are provided with limiters that face the sides of the walking platform. The present application forms a frame-type operating platform beam body through the main beam and the supporting structure, and builds a plate structure above the beam body to provide workers with a platform for parallel installation of steel plate composite beams, installation and disassembly of cast-in-place bridge deck brackets and formwork, so as to realize the workers' installation operations. The longitudinal beam bottom plate of the steel main beam of the steel plate composite beam has relatively abundant driving space on both sides, and the rollers adopt longitudinal universal wheels, so that the entire operating platform can move along the bridge direction when the longitudinal universal wheels are running, and the limiters prevent one end of the main beam from sliding off the steel main beam bottom plate during the driving of the operating platform. The operating platform provided in the embodiment of the present application has a simple structure and is easy to install. It can quickly realize the sliding of the entire bridge, shorten the construction period of flat-joint installation, cast-in-place bridge deck bracket and formwork installation and disassembly, and speed up the construction progress.

[0018] Additional aspects and advantages of the present invention will be given in part in the following description, which will become obvious from the following description, or may be learned through practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The above and / or additional aspects and advantages of the present invention will become apparent and easily understood from the following description of the embodiments in conjunction with the accompanying drawings, in which:

[0020] Figure 1 This is a structural schematic diagram of the steel plate composite beam assembly type operating platform of the present invention installed on the bottom plate of the bridge main beam;

[0021] Figure 2 for Figure 1 Schematic diagram of the structure of the steel plate composite beam assembled operating platform when viewed from above. DETAILED DESCRIPTION

[0022] Embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present invention, and cannot be interpreted as limiting the present invention.

[0023] Those skilled in the art will appreciate that, unless otherwise stated, the singular forms "a", "an", "said" and "the" used herein may also include plural forms. It should be further understood that the term "comprising" used in the specification of the present invention refers to the presence of features, integers, steps, operations, but does not exclude the presence or addition of one or more other features, integers, steps, operations.

[0024] Those skilled in the art will understand that, unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as those generally understood by those skilled in the art in the field to which the present invention belongs. It should also be understood that terms such as those defined in common dictionaries should be understood to have meanings consistent with the meanings in the context of the prior art, and will not be interpreted with idealized or overly formal meanings unless specifically defined as here.

[0025] The steel plate composite beam assembly operating platform provided in the embodiment of the present application is as follows: Figure 1 and 2 As shown, it includes: two parallel main beams 1, which provide the main force and connection structure for the entire operating platform structure to ensure the stability of the operating platform during use, and two support structures 2 arranged between the two main beams 1, which ensure the stability of the two main beams during construction to prevent the operating platform from tilting on one side and falling off the bottom plate of the steel main beam. The plate structure 3 arranged on the main beam 1 provides a platform for workers to install the steel plate composite beam flat joint, cast-in-place bridge panel bracket and template installation and disassembly, so as to facilitate the workers' installation operations.

[0026] In order to facilitate the movement of the operating platform, rollers 4 are provided at both ends of the main beam 1 for traveling along the first direction of the bridge. The first direction is along the bridge. In the embodiment provided in the present application, the rollers 4 of the same main beam 1 travel on adjacent walking platforms. Optionally, the walking platform is a steel main beam bottom plate 5, that is, the rollers 4 travel on the steel main beam bottom plate 5. In the embodiment provided in the present application, since the steel main beam bottom plate 5 at the bottom of the longitudinal beam 10 of the steel main beam of the steel plate composite beam has more abundant travel space on both sides, the rollers 4 use longitudinal universal wheels, so that the entire operating platform structure can travel along the bridge when the longitudinal universal wheels travel. A limiter 6 is provided at the end of the main beam 1, which is directly opposite to the side of the walking platform (steel main beam bottom plate 5). The limiter 6 prevents one end of the main beam 1 from sliding off the steel main beam bottom plate 5 during the operation of the operating platform.

[0027] The steel plate composite beam assembly operating platform of this embodiment provided in the present application is as follows: Figure 1 and 2 As shown, when the main beam 1 is set lower than the walking platform, the main beam 1 is set below the steel main beam bottom plate 5, and two roller connectors 7 connected to the rollers 4 are set at both ends of the main beam 1. The rollers 4 connected by the two roller connectors 7 are set on two opposite and adjacent walking platforms, that is, they are set on the top surface of the steel main beam bottom plate 5 on both sides of the same longitudinal beam along the bridge. The roller connectors 7 are set above the two ends of the main beam 1, and extend from the end away from the main beam to the longitudinal beam 10 in the steel main beam. The rollers 4 are set at the ends of the extension sections of the roller connectors 7 to the steel main beam longitudinal beam 10 to ensure that the rollers 4 can travel on the top surface of the steel main beam bottom plate 5. The roller connectors 7 can be connected by steel sections or cast in an integrated manner.

[0028] In order to ensure the transverse movement of the operating platform during the construction process and prevent the operating platform from falling, the limiter 6 is arranged at one end of the roller connector 7 connected to the roller 4, and is directly opposite to the side of the steel main beam bottom plate 5, and the transverse direction is a direction perpendicular to the first direction. Optionally, the limiter 6 is a roller whose rolling axis is perpendicular to the walking platform, so that the roller can roll along the side of the steel main beam bottom plate 5, and the limiter 6 is arranged in the roller connector 7. Since a longitudinal beam 10 is arranged above the middle of the steel main beam bottom plate in the transverse direction, the steel main beam bottom plate 5 can be stuck in the roller connector 7, and the limiter 6 restricts the roller from sliding off one side of the steel main beam bottom plate 5, so that the operating platform will not slide off from both sides of the steel main beam bottom plate 5 during use, thereby ensuring construction safety.

[0029] In the present embodiment provided by the present application, Figure 1 and 2As shown, the main beam 1 includes a first end 12 and a second end 13, and the first end 12 is provided with a roller 4. The roller 4 provided at the first end 12 of the corresponding main beam 1 is located below the bottom surface of the steel main beam bottom plate 5. During the sliding process of the operating platform, when the first end 12 of the main beam 1 is tilted upward, it will not be in rigid contact with the steel main beam bottom plate 5, that is, it will not scratch or deform the end of the main beam 1 and the bottom surface of the steel main beam bottom plate 5, thereby reducing the friction between the first end 12 of the main beam 1 and the steel main beam bottom plate 5. Optionally, the second end 13 of the main beam extends a roller connector 7 away from the first end 12, and the roller connector 7 is bolted to the main beam 1, so that the operating platform is easy to install and disassemble, and can be reused. The extension section 14 of the two main beams 1 is provided with a plate structure 3, and the extension section 14 and the plate structure 3 provide an operating platform for workers to operate, and the plate structure 3 is made of a metal mesh plate. Optionally, a guardrail structure 8 connected to the extension section 14 is provided above the end of the extension section 14. Optionally, the two guardrail structures 8 at the ends of the two extension sections 14 are connected through the steel pipe 9. The guardrail structure 8 ensures the safety of workers during construction operations, and the steel pipe 9 connecting the two guardrail structures 8 ensures the stability of the guardrail structure, further ensuring the construction safety of workers.

[0030] The steel plate composite beam assembly operating platform provided in the embodiment of the present application can also be equipped with a guardrail structure along the main beam axis to ensure the safety of workers working along the bridge. In the embodiment provided in the present application, the main beam and the supporting structure are supported by steel sections, and the plate structure is composed of metal grid plates or steel gratings. The materials can be obtained from the construction site, thereby reducing the operating cost, and the dimensions of each structure can be adjusted according to the main beam spacing and the spacing between the cross beam and the main beam bottom plate, so that the operating platform provided in the present application is economical and easy to operate, and can also be operated by multiple people.

[0031] The steel plate composite beam assembled operating platform in the present embodiment provided by the present application, the rollers connected to the roller connectors at both ends of the main beam can also be arranged on the top surfaces of two opposite and adjacent walking platforms, that is, on the bottom plates of two opposite and adjacent steel main beams, and a plate structure is placed on the main beam, so that the end of the main beam is clamped on the bottom plate of the steel main beam through the roller connector, thereby facilitating the construction of the plate structure placed on the main beam.

[0032] In summary, the steel plate composite beam assembled operating platform provided by the present application has the following beneficial effects:

[0033] The steel plate composite beam assembly operating platform provided in the embodiment of the present application includes: mutually parallel main beams, an operating platform structure arranged between the main beams, rollers that travel along the first direction are arranged at both ends of the main beams, the rollers of the same main beam are respectively clamped on adjacent walking platforms, and the ends of the main beams are provided with limiters that face the sides of the walking platform. The present application forms a frame-type operating platform beam body through the main beam and the supporting structure, and builds a plate structure above the beam body to provide workers with a platform for parallel installation of steel plate composite beams, installation and disassembly of cast-in-place bridge deck brackets and formwork, so as to realize the workers' installation operations. The longitudinal beam bottom plate of the steel main beam of the steel plate composite beam has relatively abundant driving space on both sides, and the rollers adopt longitudinal universal wheels, so that the entire operating platform can move along the bridge direction when the longitudinal universal wheels are running, and the limiters prevent one end of the main beam from sliding off the steel main beam bottom plate during the driving of the operating platform. The operating platform provided in the embodiment of the present application has a simple structure and is easy to install. It can quickly realize the sliding of the entire bridge, shorten the construction period of flat-joint installation, cast-in-place bridge deck bracket and formwork installation and disassembly, and speed up the construction progress.

[0034] The above are only some embodiments of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present invention. These improvements and modifications should also be regarded as the scope of protection of the present invention.

Claims

1. A steel plate composite beam assembled operating platform, characterized in that: include: Main beams parallel to each other, and an operating platform structure arranged between the main beams, wherein rollers traveling in a first direction are arranged at both ends of the main beams, and the rollers of the same main beam are respectively clamped on adjacent walking platforms, and a limiting member facing the side of the walking platform is arranged at the end of the main beam, and the limiting member is a roller whose rolling axis is perpendicular to the walking platform, so that the roller can roll along the side of the walking platform; It also includes a support structure disposed between the main beams, and the operating platform is disposed on the support structure; The operating table is made of a plate structure; The main beam is arranged below the walking platform, two roller connectors connected to the rollers are arranged at both ends of the main beam, the rollers connected to the two roller connectors are arranged on the top surface of the walking platform, and the limiter is arranged at one end of the roller connector where the rollers are arranged, and is directly opposite to the side of the walking platform; The rollers connected to the roller connectors at both ends of the main beam are arranged on opposite sides of the top surfaces of two adjacent walking platforms facing each other; The main beam comprises a first end and a second end, wherein the first end is provided with a roller; the second end extends the roller connector away from the first end, and the plate structure is provided on the extension section of the main beam.

2. The steel plate composite beam assembled operating platform according to claim 1 is characterized in that: A guardrail structure connected to the extension section is arranged above the end of the extension section.

3. The steel plate composite beam assembled operating platform according to claim 2 is characterized in that: The guardrail structure at the end of the extension section is connected by a steel pipe.

4. The steel plate composite beam assembled operating platform according to claim 1, characterized in that: One end of the roller connecting member is connected to the end of the main beam, and the other end of the roller connecting member provided with the roller extends away from the end of the main beam.

5. The steel plate composite beam assembled operating platform according to claim 1, characterized in that: The rollers connected to the roller connectors at both ends of the main beam are arranged on the top surfaces of the two opposite and adjacent walking platforms.

6. The steel plate composite beam assembled operating platform according to claim 1, characterized in that: The walking platform is a steel main beam bottom plate.

Citation Information

Patent Citations

  • Large beam combined steel plate beam bridge panel construction sliding mould frame system and application thereof

    CN107815968A

  • Inverted hanging type mobile operation platform

    CN210002839U

  • Steel plate composite beam assembly type operation platform

    CN215052143U