Combinable modular construction platform suitable for steel truss girder and inclined rod

Abstract

The utility model discloses a combinable modular construction platform suitable for a steel truss girder diagonal rod, which comprises two symmetrical platforms, platform supporting legs are arranged at the bottoms of the symmetrical platforms, a cushion block is arranged at the bottom of each platform supporting leg, and a first screw rod penetrates through threaded holes at the bottoms of the two symmetrical platforms to realize the connection between the two symmetrical platforms. The outer sides, penetrating out of the bottoms of the symmetrical platforms, of the first screws are provided with nuts respectively, the number of the first screws is at least two, a construction space for construction is formed between the two symmetrical platforms, the second screws penetrate through the threaded holes in the two cushion blocks to achieve connection, and the outer sides, penetrating out of the cushion blocks, of the second screws are provided with nuts respectively. The working platform overcomes the defects that a traditional construction platform is limited, site integrity is damaged, and time and labor are wasted when the platform is assembled and disassembled. By using the construction platform, not only are the mounting and dismounting efficiency, the construction space and the safety of the platform improved, but also the construction efficiency of various operations at the inclined rod of the steel truss girder is improved.

Description

Technical Field

[0001] This utility model relates to the field of construction platforms. More specifically, this utility model relates to a modular construction platform suitable for steel truss diagonal bracing. Background Technology

[0002] Traditional aerial work platforms include mobile, ground-mounted, and cantilevered types. While these ensure safety, they also have limitations, specific site requirements, and insufficient space for existing aerial work platforms. For traditional platforms, mobile platforms should not exceed 5 meters in height; ground-mounted platforms must be rigidly connected to the building or have anti-tipping measures, but rigid connections can damage the overall structural integrity and are time-consuming and labor-intensive to install and dismantle; cantilevered platforms are unsuitable for sections of steel trusses with three main trusses and diagonal members. Utility Model Content

[0003] To achieve these objectives and other advantages according to the present invention, a preferred embodiment of the present invention provides a modular construction platform suitable for steel truss diagonal braces, comprising two symmetrical platforms, platform legs installed at the bottom of the symmetrical platforms, and a pad installed at the bottom of each platform leg. A first screw passes through threaded holes at the bottom of the two symmetrical platforms to connect them, and nuts are respectively provided on the outer side of the first screw extending out of the bottom of the symmetrical platform. There are at least two first screws, and a construction space for construction is formed between the two symmetrical platforms. A second screw passes through threaded holes on the two pads to connect them, and nuts are respectively provided on the outer side of the second screw extending out of the pads.

[0004] According to a preferred embodiment of the present invention, the modular construction platform suitable for steel truss diagonal braces is characterized in that the pad is elongated.

[0005] According to a preferred embodiment of the present invention, a guardrail is provided around the perimeter of the symmetrical platform.

[0006] According to a preferred embodiment of the present invention, the symmetrical platform is hollow.

[0007] According to a preferred embodiment of the present invention, the platform support leg 1 is inclinedly disposed between the symmetrical platform and the pad block 2, and the two ends of the platform support leg are respectively hinged to the bottom of the symmetrical platform and the pad block.

[0008] According to a preferred embodiment of the present invention, a hydraulic strut is provided between the platform leg and the pad block, and the fixed end of the hydraulic strut is fixed to the pad block, while the telescopic end is connected to the platform leg.

[0009] According to a preferred embodiment of the present invention, two symmetrical platforms are spaced apart.

[0010] This utility model has at least the following beneficial effects: The working platform of this utility model overcomes the limitations of traditional construction platforms: damage to the overall site structure, and time-consuming and labor-intensive installation and dismantling of the platform. Using the construction platform of this utility model not only improves installation and dismantling efficiency, platform construction space, and safety, but also improves the construction efficiency of various operations at the diagonal members of the steel truss beam.

[0011] Other advantages, objectives and features of this invention will be partly apparent from the following description, and partly understood by those skilled in the art through study and practice of this invention. Attached Figure Description

[0012] Fig. 1 This is a structural schematic diagram of a modular construction platform for steel truss diagonal braces, applicable to one embodiment of the present invention.

[0013] Fig. 2 This is a top view of a modular construction platform for steel truss diagonal braces, according to one embodiment of the present invention.

[0014] Fig. 3 This is a structural schematic diagram of a modular construction platform for steel truss diagonal braces, applicable to one embodiment of the present invention. Detailed Implementation

[0015] The present invention will now be described in further detail with reference to the accompanying drawings, so that those skilled in the art can implement it based on the description.

[0016] The following description is intended to disclose the present invention so that those skilled in the art can implement it. The preferred embodiments described below are merely examples, and other obvious modifications will occur to those skilled in the art. The basic principles of the present invention defined in the following description can be applied to other embodiments, modifications, improvements, equivalents, and other technical solutions that do not depart from the spirit and scope of the present invention.

[0017] Those skilled in the art should understand that in the disclosure of this utility model, the terms "longitudinal", "lateral", "up", "down", "front", "back", "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. They are only for the convenience of describing this utility model 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. Therefore, the above terms should not be construed as a limitation of this utility model.

[0018] It is understood that the term "a" should be understood as "at least one" or "one or more", that is, in one embodiment, the number of an element can be one, while in another embodiment, the number of the element can be multiple, and the term "a" should not be understood as a limitation on the number.

[0019] like Figs. 1-3 As shown, this utility model discloses a modular construction platform suitable for steel truss diagonal bracing, comprising two symmetrical platforms 6. Platform legs 1 are installed at the bottom of each symmetrical platform 6, and a pad 2 is installed at the bottom of each platform leg 1. A first screw 3 passes through threaded holes at the bottom of the two symmetrical platforms 6 to connect them. Nuts are respectively provided on the outer side of the bottom of the first screw. There are at least two first screws, and a construction space for construction is formed between the two symmetrical platforms 6. A second screw 5 passes through threaded holes on the two pads to connect them, and nuts 4 are respectively provided on the outer side of the second screw.

[0020] In the above technical solution, the construction platform for the diagonal members of the steel truss girder adopts a modular design. The construction platform consists of two symmetrically arranged platforms, each welded together from ordinary channel steel. The two symmetrical platforms are connected by bolts (which can be made of high-strength threaded steel) and nuts to generate pressure, increasing the friction between the components and securing the two symmetrical platforms to the diagonal members, thus forming a complete construction platform. The advantage of this method is that the construction platform can be erected in advance before the assembly of the diagonal members, providing a stable working platform for easy alignment of the diagonal members and installation of splicing plates and drift pins. Installation and disassembly are quick and simple. Due to its modular design, multiple diagonal members of the steel truss girder can be constructed, improving construction efficiency.

[0021] In another technical solution, the pad 2 is elongated, which can increase the contact area with the ground and improve the stability of the entire platform.

[0022] In another technical solution, a guardrail 7 is set around the perimeter of the symmetrical platform to ensure the safety of construction personnel during the construction process.

[0023] In another technical solution, the symmetrical platform is hollow, which can reduce the amount of material used in the platform, reduce costs, and also...

[0024] In another technical solution, the platform support leg 1 is inclinedly disposed between the symmetrical platform and the pad block 2, and both ends of the platform support leg are respectively hinged to the bottom of the symmetrical platform and the pad block. A hydraulic strut is provided between the platform support leg 1 and the pad block 2, with the fixed end of the hydraulic strut connected to the pad block 2 and the telescopic end fixed to the platform support leg 1. The overall height of the platform can be adjusted by adjusting the tilt angle of the platform support leg 1 according to the usage. Before this adjustment process, the connection between the hydraulic strut and the platform support leg needs to be disconnected. After the tilt angle is adjusted, the hydraulic strut and the platform support leg can be reconnected and installed.

[0025] In another technical solution, two symmetrical platforms are set at intervals, and the distance between them can be adjusted in a timely manner according to the needs of the site environment and actual construction. When more construction equipment needs to be accommodated, the distance between them can be increased.

[0026] Although the embodiments of this utility model have been disclosed above, they are not limited to the applications listed in the specification and embodiments. They can be applied to various fields suitable for this utility model. For those skilled in the art, other modifications can be easily made. Therefore, without departing from the general concept defined by the claims and their equivalents, this utility model is not limited to the specific details and the illustrations shown and described herein.

Claims

1. A modular construction platform suitable for steel truss diagonal bracing, characterized in that, The system includes two symmetrical platforms, each with a platform leg at its bottom and a pad at the bottom of each platform leg. A first screw passes through a threaded hole at the bottom of the two symmetrical platforms to connect them. Nuts are provided on the outer side of the first screw extending from the bottom of each symmetrical platform. There are at least two first screws, and a construction space is formed between the two symmetrical platforms. A second screw passes through a threaded hole on each of the two pads to connect them, and nuts are provided on the outer side of the second screw extending from the pads.

2. The modular construction platform for steel truss diagonal bracing as described in claim 1, characterized in that, The pad is long and narrow.

3. The modular construction platform for steel truss diagonal bracing as described in claim 1, characterized in that, A guardrail is set around the perimeter of the symmetrical platform.

4. The modular construction platform for steel truss diagonal bracing as described in claim 1, characterized in that, The symmetrical platform is hollow.

5. The modular construction platform for steel truss diagonal bracing as described in claim 1, characterized in that, The platform support legs are inclinedly arranged between the symmetrical platform and the pad block, and the two ends of the platform support legs are respectively hinged to the bottom of the symmetrical platform and the pad block.

6. The modular construction platform for steel truss diagonal bracing as described in claim 5, characterized in that, A hydraulic strut is provided between the platform leg and the pad block, with the fixed end of the hydraulic strut fixed to the pad block and the telescopic end connected to the platform leg.

7. The modular construction platform for steel truss diagonal bracing as described in claim 1, characterized in that, Two symmetrical platforms are set at intervals.

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