Main transformer tunnel top arch corrugated plate construction operation platform

Abstract

The utility model relates to a main transformer tunnel top arch corrugated plate construction operation platform which comprises an electric single-beam bridge machine, a steel plate base, a steel truss, diagonal web members, a connecting beam, a scaffold platform and a top operation platform. The steel truss and a main beam of the electric single-beam bridge machine are connected through connecting beams and diagonal web members to form a bottom fixing platform, a scaffold platform is fixedly erected on the top face of the fixing platform, and a top operation platform is laid on the top of the scaffold platform. A steel truss structure combined with an electric single-beam bridge machine is adopted to replace an original all-round scaffold structure, the size and the weight of the device are reduced, and construction can be performed by adopting a hoist, so that the construction time is shortened, the construction progress is accelerated, a main transformer tunnel top arch corrugated plate construction operation platform is optimized, and the construction efficiency is improved. The construction difficulty of the corrugated plate of the main transformer tunnel top arch is reduced, the construction efficiency is improved, the construction progress is accelerated, the construction risk is reduced, and high application and popularization value is achieved.

Description

Technical Field

[0001] The present application relates to the technical field of water conservancy and hydropower engineering, and in particular to a construction work platform for a main transformer tunnel top arch corrugated plate. Background Art

[0002] In many water conservancy projects, the main transformer tunnel arch ceiling is typically constructed using steel grids or corrugated panels. This is particularly true in underground hydropower plant buildings, where large spans and high safety risks pose a significant bottleneck to hydropower construction. The main transformer tunnel arch corrugated panel construction platform is an integral component of this process. Its design and construction methods are crucial for ensuring the quality and safety of the arch panel construction, improving efficiency and reducing costs. It ensures the stability and safety of the corrugated panel during the arch construction process.

[0003] Currently, the construction of main transformer tunnel arch access platforms in China typically utilizes full-height scaffolding. However, with the rapid development of my country's hydropower resources, the proliferation of underground hydropower station projects and the accelerated construction schedule, traditional full-height scaffolding is no longer able to meet construction deadlines. Due to its bulk, high construction investment, and high construction risk, ensuring the safe construction of full-height scaffolding in the main transformer tunnel requires a large space for the platform before installation, which requires significant labor and takes a long time to set up. Furthermore, the large size and weight of full-height scaffolding means that other construction projects in the main transformer tunnel must be suspended to make way for the platform. The large size and weight of full-height scaffolding, coupled with its high-altitude construction operations, pose significant safety risks. Therefore, finding an alternative to full-height scaffolding to accelerate construction progress and improve safety is crucial and urgent. Utility Model Content

[0004] In order to solve or partially solve the problems existing in the relevant technology, the present application provides a main transformer tunnel top arch corrugated plate construction work platform, which is erected on an electric single-beam bridge crane and transferred to the next working surface through the electric single-beam bridge crane walking system.

[0005] The first aspect of the present application provides a main transformer tunnel top arch corrugated plate construction work platform, comprising: an electric single-beam bridge crane, a steel plate base, a steel truss, a diagonal web, a connecting beam, a scaffolding platform and a top working platform. The end beam of the electric single-beam bridge crane is connected to the steel truss through the steel plate base. The steel truss and the main beam of the electric single-beam bridge crane are connected through connecting beams and diagonal webs to form a bottom fixed platform. The top surface of the fixed platform is fixed with a scaffolding platform, and the top working platform is laid on the top of the scaffolding platform.

[0006] It also includes a connecting sleeve, which is arranged on the top surface of the fixed platform, and the vertical poles of the scaffolding platform are fixed in the connecting sleeve.

[0007] It also includes connecting steel plates, which are arranged on the main beam, and the connecting beam is fixedly connected to the electric single-beam bridge crane based on the connecting steel plates.

[0008] The steel truss is a triangular truss structure, including an upper chord, a lower chord, and a web. The technical solution provided by this application may have the following beneficial effects:

[0009] The present application provides a construction platform for the main transformer tunnel top arch corrugated plate. By adopting a steel truss structure combined with an electric single-beam bridge crane to replace the original full-height scaffolding structure, other parts except the necessary connecting parts are removed. After using this device, the construction difficulty is greatly reduced. Due to the reduced size and weight of this device, there is no need to set up a full-height scaffolding operating platform, and construction can be carried out using a hoist, thereby shortening the construction time and speeding up the construction progress. At the same time, due to the faster construction speed and reduced weight, personnel do not need to work at height for a long time, which greatly reduces the construction safety risk. The construction platform for the main transformer tunnel top arch corrugated plate has been optimized to reduce the construction difficulty of the main transformer tunnel top arch corrugated plate, improve construction efficiency, speed up the construction progress, reduce construction risks, and has a high value for promotion and application.

[0010] It should be understood that the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

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

[0012] Figure 1 This is a plan view of the application shown in the embodiment of the present application;

[0013] Figure 2 1-1 is a cross-sectional view of an embodiment of the present application;

[0014] Figure 3 It is a cross-sectional view taken along line 2-2 of an embodiment of the present application;

[0015] Reference numerals:

[0016] 1-Electric single-girder bridge crane; 2-Steel plate base; 3-Steel truss; 4-Connecting steel plate; 5-Diagonal web member; 6-Connecting beam; 7-Connecting sleeve; 8-Scaffolding platform; 9-Top working platform. DETAILED DESCRIPTION

[0017] The following describes embodiments of the present application in more detail with reference to the accompanying drawings. Although the accompanying drawings illustrate embodiments of the present application, it should be understood that the present application can be implemented in various forms and should not be limited by the embodiments described herein. Rather, these embodiments are provided to make the present application more thorough and complete, and to fully convey the scope of the present application to those skilled in the art.

[0018] 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 each other. For example, without departing from the scope of this application, the first information may also be referred to as the second information, and similarly, the second information may also be referred to as the first information. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.

[0019] In the description of this application, it should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position 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, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on this application.

[0020] Unless otherwise expressly specified or limited, terms such as "mounted," "connected," "connect," and "fixed" should be interpreted broadly. For example, they may refer to fixed or detachable connections, or integration; mechanical or electrical connections; direct or indirect connections through an intermediary; and internal communication between two components or interaction between two components. Those skilled in the art will understand the specific meanings of these terms in this application based on the specific circumstances.

[0021] The technical solutions of the embodiments of the present application are described in detail below with reference to the accompanying drawings.

[0022] like Figure 1 、 Figure 2 and Figure 3 The main transformer tunnel top arch corrugated plate construction work platform shown includes:

[0023] Electric single-girder bridge crane 1, steel plate base 2, steel truss 3, connecting steel plate 4, diagonal web member 5, connecting beam 6, connecting sleeve 7, scaffolding platform 8, top working platform 9;

[0024] The steel truss 3 is a triangular truss structure consisting of an upper chord, a lower chord, and a web. The triangular steel truss increases strength. The bottom of the steel truss 3 is connected to the end beam of the electric single-girder bridge crane 1 via a steel plate base 2. At the top, a connecting beam 6 and diagonal webs 5 are used to connect the main beam and truss of the electric single-girder bridge crane 1 to form a bottom fixed platform. A connecting sleeve 7 is welded to the top surface of the bottom fixed platform. The uprights of the scaffolding platform 8 are fixed within the sleeve and then the scaffolding is erected. Finally, the top working platform 9 is laid. The top arch corrugated plate installation and horizontal material transportation are carried out on this formed working platform. The electric single-girder bridge crane 1 is then used to move to the next working surface.

[0025] The connecting beam 6 and the electric single-girder bridge crane 1 are fixed by welding a connecting steel plate 4 on the main beam of the electric single-girder bridge crane 1. While fixing the steel truss 3, the connecting beam 6 and the single-girder bridge crane, it is ensured that the structural bearing capacity of the single-girder bridge crane meets the requirements.

[0026] The steel plate base 2 and connecting steel plate 4 are cut, welded, and installed on-site. The steel truss 3, connecting beam 6, diagonal brace 5, and connecting sleeve 7 can all be prefabricated in advance. After the electric single-girder bridge crane is installed and the main transformer tunnel top arch corrugated plate is constructed, a crane is used to install the steel truss 3. The steel truss 3 is welded and reinforced to the electric single-girder bridge crane using the steel plate base 2 and connecting steel plate 4. After the steel truss 3 is firmly fixed, the connecting beam 6, diagonal brace 5, connecting sleeve 7, scaffolding platform 8, and top working platform 9 are installed.

[0027] Finally, it should be noted that, in this document, relationships such as first and second, etc., are used solely to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms include, comprise, or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0028] The units described as separate components may or may not be physically separate, and 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 these units may be selected to achieve the purpose of this embodiment according to actual needs.

[0029] In addition, the functional units in the various embodiments of the present application may be integrated into a single processing unit, or each unit may exist physically separately, or two or more units may be integrated into a single unit. The aforementioned integrated units may be implemented in the form of hardware or software functional units.

[0030] If the integrated unit is implemented in the form of 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 the present application, 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, which is stored in a storage medium and includes a number of instructions for enabling a computer device (which can be a personal computer, server, or network device, etc.) to perform all or part of the steps of the method described in each embodiment of the present application.

[0031] The embodiments of the present application have been described above. The above description is illustrative and not exhaustive, and is not 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 selected to best explain the principles of the embodiments, their practical applications, or improvements to the technology in the market, or to enable other persons skilled in the art to understand the embodiments disclosed herein.

Claims

1. A main transformer tunnel top arch corrugated plate construction work platform, characterized in that: include: An electric single-girder bridge crane (1), a steel plate base (2), a steel truss (3), a diagonal web member (5), a connecting beam (6), a scaffolding platform (8) and a top working platform (9); the end beam of the electric single-girder bridge crane (1) is connected to the steel truss (3) through the steel plate base (2); the steel truss (3) and the main beam of the electric single-girder bridge crane (1) are connected through the connecting beam (6) and the diagonal web member (5) to form a bottom fixed platform; the top surface of the fixed platform is fixedly provided with a scaffolding platform (8); and the top working platform (9) is laid on the top of the scaffolding platform (8).

2. The main transformer tunnel top arch corrugated plate construction work platform according to claim 1 is characterized in that: It also includes a connecting sleeve (7), which is arranged on the top surface of the fixed platform, and the vertical poles of the scaffolding platform (8) are fixed in the connecting sleeve (7).

3. The main transformer tunnel top arch corrugated plate construction work platform according to claim 1 is characterized in that: It also includes a connecting steel plate (4), the connecting steel plate (4) is arranged on the main beam, and the connecting beam (6) is fixedly connected to the electric single-beam bridge crane (1) based on the connecting steel plate (4).

4. The main transformer tunnel top arch corrugated plate construction work platform according to claim 1 is characterized in that: The steel truss (3) is a triangular truss structure, comprising an upper chord, a lower chord and a web.

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