Semi-fabricated steel structure manufacturing platform and using method thereof

By designing a semi-prefabricated steel structure production platform, using column units, shelving racks, support frames and scaffolding for on-site assembly, the problems of scratches and deformation during the transportation of large-span steel structures are solved, and the structural quality and construction progress are improved.

CN119703505APending Publication Date: 2025-03-28SHANGHAI ERSHIYE CONSTR CO LTD +2
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Patent Information

Application Number
CN202411881583.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-19
Publication Date
2025-03-28

AI Technical Summary

Technical Problem

In steel structure projects, scratches, component deformation and other problems are prone to occur during the transportation of large-span steel structures, resulting in untimely transportation and affecting the quality of the structure and construction progress.

Method used

A semi-prefabricated steel structure production platform is designed, including several column units, shelving racks, support frames and scaffolding boards. The vertical rod units are connected into a whole through the first and second connecting rods, providing support and welding platforms, and realizing on-site assembly of the structural unit.

Benefits of technology

Through on-site assembly, the quality of the structural unit and the construction progress are ensured, and damage and delays during transportation are avoided.

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Abstract

The invention relates to a semi-fabricated steel structure manufacturing platform which comprises a plurality of stand column units, the stand column units are oppositely distributed on the two sides, each stand column unit comprises a bottom cross rod, a stand rod is vertically fixed to the top of each bottom cross rod, a containing frame is fixed to the lower portion of one side of each stand rod, and a supporting frame is fixed to the upper portion of the other side of each stand rod. Scaffold boards are fixed to the supporting frames of the vertical rod units on the same side, the bottom transverse rods are connected through first connecting rods, and the bottom transverse rods of the opposite vertical rod units on the two sides are connected through second connecting rods. The vertical rod units are connected into a whole through the first connecting rods and the second connecting rods, the strength and stability of the manufacturing platform are guaranteed, the bottom rod pieces are supported through the rest stands, welding personnel can conveniently weld the bottom rod pieces, the supporting platform is formed through the supporting frames and the scaffold boards, welding personnel can conveniently weld the top rod pieces, and the welding efficiency is improved. By means of the manufacturing platform, on-site splicing of the structural units can be achieved, so that the quality of the structural units is guaranteed, and the on-site construction progress is accelerated.
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Description

Technical Field

[0001] The invention belongs to the technical field of steel structures, and in particular relates to a semi-assembled steel structure manufacturing platform and a use method thereof. Background Art

[0002] Steel structures have the characteristics of high strength, light weight, strong deformability, good toughness, and high reliability. The application of steel structures in construction projects can effectively improve the performance of construction projects and save construction project costs. Therefore, with the rapid development of the construction industry, the use of steel structures has gradually become more extensive, especially in large-span structural systems.

[0003] However, although steel structure projects are more suitable for large-span systems due to their light weight, when designing steel structures, the safety and stability of large-span steel structures are often taken into consideration. Steel structure systems often contain grid or truss structural units. These structural units are often large in size and do not have the conditions for assembly on site. Therefore, they are transported to the site for installation after being manufactured by the manufacturer. However, during transportation, due to the large size of the structural units, scratches, deformation of components or other reasons may occur, resulting in untimely transportation. Such phenomena are detrimental to both the quality and safety of the structure itself and the progress of the project.

[0004] Therefore, in order to solve the above problems, the present invention designs a semi-assembled steel structure manufacturing platform and its use method, which are used for on-site assembly and production of grids or trusses. The operation can be carried out on-site only after the raw materials are transported to the site, which provides a certain guarantee for the quality of the formed structural units and the progress of on-site construction. Summary of the invention

[0005] The main purpose of the present invention is to propose a semi-assembled steel structure manufacturing platform, which can effectively solve the problems in the background technology.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions:

[0007] A semi-assembled steel structure manufacturing platform comprises a plurality of column units, wherein the plurality of column units are relatively distributed on two sides, the column units comprise a bottom cross bar, a vertical pole is vertically fixed to the top of the bottom cross bar, a shelf is fixed to the lower part of one side of the vertical pole, a support frame is fixed to the upper part of the other side of the vertical pole, scaffolding boards are fixed to the support frames of the plurality of vertical pole units on the same side, the bottom cross bars are connected by a first connecting rod, and the bottom cross bars of the vertical pole units on two opposite sides are connected by a second connecting rod.

[0008] Preferably, a lower oblique rod is provided below the support frame, one end of the lower oblique rod is fixedly connected to the vertical rod, and the other end of the lower oblique rod is fixedly connected to the bottom cross bar.

[0009] Preferably, outer sides of the support frames of the plurality of upright pole units on the same side are connected via a third connecting member.

[0010] Preferably, a protective railing is provided on the top of the third connecting member.

[0011] Preferably, one end of the two scaffolding boards is fixedly connected with an up and down ladder.

[0012] Preferably, the shelf rack comprises a middle cross bar and a vertical bar, one end of the middle cross bar and the vertical bar are connected to each other, and the other end is fixedly connected to the vertical bar and the bottom cross bar respectively.

[0013] Preferably, the support frame includes an upper cross bar and an upper oblique bar, the upper cross bar is vertically fixedly connected to the vertical bar, and the upper oblique bar is located below the upper cross bar, one end of which is fixedly connected to the upper cross bar and the other end of which is fixedly connected to the vertical bar.

[0014] Preferably, the method comprises the following steps:

[0015] S1: transport the bottom bars, top bars and connecting bars used to assemble the structural units to the site;

[0016] S2: Use a crane to lift the two bottom rods and place them on the shelves on both sides, and support them with the shelves;

[0017] S3: The welder completes the welding fixation between the two bottom levers using the connecting rod on the ground;

[0018] S4: lift the two top rods to the top of the bottom rod by crane;

[0019] S5: The welders use the connecting rods to complete the welding and fixing between the two bottom levers and the top levers, and between the top levers and the top levers on the scaffolding board;

[0020] S6: After the overall welding is completed and the welds are tested to be qualified, the overall structural unit is moved away by a crane and the welding of the next structural unit is continued.

[0021] The present invention provides a semi-assembled steel structure manufacturing platform and a method for using the same, which have the following beneficial effects:

[0022] The present invention connects each vertical rod unit into a whole through the first connecting rod and the second connecting rod, thereby ensuring the strength and stability of the manufacturing platform. The bottom rod is supported by a shelf, which can facilitate welding personnel to weld the bottom rod. The support platform is formed by the support frame and the scaffolding board, which can facilitate welding personnel to weld the top rod. Therefore, the manufacturing platform can be used to realize on-site assembly of the structural unit, thereby ensuring the quality of the structural unit and improving the progress of on-site construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a structural schematic diagram of the production platform of the present invention;

[0024] Figure 2 It is an exploded schematic diagram of the production platform of the present invention;

[0025] Figure 3 It is a structural schematic diagram of the column unit of the present invention;

[0026] Figure 4 It is a schematic diagram of the use of the production platform of the present invention.

[0027] In the figure: 1, column unit; 2, guardrail; 3, scaffolding board; 4, up and down ladder; 5, first connecting rod; 6, third connecting piece; 7, second connecting rod; 8, vertical rod; 9, bottom cross bar; 10, lower diagonal rod; 11, middle cross bar; 12, vertical rod; 13, upper cross bar; 14, upper diagonal rod; 100, shelf; 200, support frame. DETAILED DESCRIPTION

[0028] In order to make the purpose, technical solutions and advantages of the present invention more clear, the technical solutions of the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the present invention.

[0029] The technical solution of the present invention will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0030] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the present invention.

[0031] In addition, the terms "first" and "second" are only used for descriptive purposes and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present invention, "multiple" means two or more, unless otherwise clearly and specifically defined. In addition, the terms "installed", "connected" and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal connection of two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0032] Example

[0033] Reference Figure 1-2 A semi-assembled steel structure manufacturing platform is mainly used for on-site assembly of rectangular structural units, including a plurality of column units 1, which are relatively distributed on both sides, and the column unit 1 includes a bottom cross bar 9, a vertical pole 8 is vertically fixed to the top of the bottom cross bar 9, a shelf 100 is fixed to the lower part of one side of the vertical pole 8, and a support frame 200 is fixed to the upper part of the other side of the vertical pole 8. Scaffolding boards 3 are fixed on the support frames 200 of the plurality of vertical pole 8 units on the same side, and the bottom cross bars 9 are connected by a first connecting rod 5, and the bottom cross bars 9 of the vertical pole 8 units on both sides opposite to each other are connected by a second connecting rod 7.

[0034] The present invention also provides a method for using a semi-assembled steel structure manufacturing platform, comprising the following steps:

[0035] S1: transport the bottom bars, top bars and connecting bars used to assemble the structural units to the site;

[0036] S2: Using a crane to lift the two bottom rods and place them on the shelves 100 on both sides, and support them through the shelves 100;

[0037] S3: The welder completes the welding fixation between the two bottom levers using the connecting rod on the ground;

[0038] S4: lift the two top rods to the top of the bottom rod by crane;

[0039] S5: The welders use the connecting rods to complete the welding and fixing between the two bottom levers and the top levers and between the top levers on the scaffolding board 3. Specifically, during the welding process, the crane is used for temporary spot welding. After positioning, the crane is unhooked and evacuated to perform full welding.

[0040] S6: After the overall welding is completed and the welds are tested to be qualified, the overall structural unit is moved away by a crane and the welding of the next structural unit is continued.

[0041] The present invention connects each upright pole 8 unit into a whole through the first connecting rod 5 and the second connecting rod 7, thereby ensuring the strength and stability of the manufacturing platform. The bottom rod is supported by the shelf 100, which can facilitate welding personnel to weld the bottom rod. The support platform is formed by the support frame 200 and the scaffolding board 3, which can facilitate welding personnel to weld the top rod. Therefore, the manufacturing platform can be used to realize on-site assembly of the structural unit, thereby ensuring the quality of the structural unit and improving the progress of on-site construction.

[0042] In a specific embodiment, a lower oblique rod 10 is provided below the support frame 200, one end of the lower oblique rod 10 is fixedly connected to the vertical rod 8, and the other end is fixedly connected to the bottom cross bar 9 to ensure the connection strength between the bottom cross bar 9 and the vertical rod 8.

[0043] In a specific implementation manner, the outer sides of the support frames 200 of the plurality of upright pole 8 units on the same side are connected via a third connecting member 6, so that the plurality of support frames 200 are connected as a whole to ensure the strength of the support platform.

[0044] In a specific embodiment, a guardrail 2 is provided on the top of the third connecting member 6 to ensure construction safety.

[0045] In a specific implementation manner, one end of the two scaffolding boards 3 is fixedly connected with an up and down ladder 4 to facilitate welding personnel to go up and down.

[0046] In a specific embodiment, the shelf 100 includes a middle crossbar 11 and a vertical bar 12 , one end of the middle crossbar 11 and the vertical bar 12 are connected to each other, and the other ends are fixedly connected to the vertical bar 8 and the bottom crossbar 9 respectively.

[0047] In a specific embodiment, the support frame 200 includes an upper cross bar 13 and an upper inclined bar 14. The upper cross bar 13 is vertically fixedly connected to the vertical bar 8 and is used to support the scaffolding board 3. The upper inclined bar 14 is located below the upper cross bar 13, one end of which is fixedly connected to the upper cross bar 13, and the other end of which is fixedly connected to the vertical bar 8, forming a triangular stable structure to ensure the stability of the upper cross bar 13, thereby ensuring the stability of the support platform.

[0048] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit the same. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that the technical solutions described in the aforementioned embodiments may still be modified, or some of the technical features may be replaced by equivalents. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. A semi-assembled steel structure manufacturing platform, characterized by: It comprises a plurality of column units which are relatively distributed on both sides, the column units comprising a bottom cross bar, a vertical pole is vertically fixed to the top of the bottom cross bar, a shelf is fixed to the lower part of one side of the vertical pole, a support frame is fixed to the upper part of the other side of the vertical pole, scaffolding boards are fixed to the support frames of the plurality of vertical pole units on the same side, the bottom cross bars are connected by a first connecting rod, and the bottom cross bars of the vertical pole units on both sides opposite to each other are connected by a second connecting rod.

2. A semi-assembled steel structure manufacturing platform according to claim 1, characterized in that: A lower oblique rod is arranged below the support frame, one end of the lower oblique rod is fixedly connected to the vertical rod, and the other end of the lower oblique rod is fixedly connected to the bottom cross bar.

3. A semi-assembled steel structure manufacturing platform according to claim 1, characterized in that: The outer sides of the support frames of the plurality of upright pole units on the same side are connected via a third connecting member.

4. A semi-assembled steel structure manufacturing platform according to claim 3, characterized in that: A protective railing is provided on the top of the third connecting member.

5. The semi-assembled steel structure manufacturing platform according to claim 1 is characterized in that: One end of the two scaffolding boards is fixedly connected with an up-and-down ladder.

6. The semi-assembled steel structure manufacturing platform according to claim 1, characterized in that: The shelf frame comprises a middle cross bar and a vertical bar, one end of the middle cross bar and the vertical bar are connected to each other, and the other end is respectively fixedly connected to the vertical bar and the bottom cross bar.

7. The semi-assembled steel structure manufacturing platform according to claim 1, characterized in that: The support frame includes an upper cross bar and an upper oblique bar. The upper cross bar is vertically fixedly connected to the vertical bar. The upper oblique bar is located below the upper cross bar, with one end fixedly connected to the upper cross bar and the other end fixedly connected to the vertical bar.

8. A method for using a semi-assembled steel structure manufacturing platform, characterized in that: The following steps are involved: S1: transport the bottom bars, top bars and connecting bars used to assemble the structural units to the site; S2: Use a crane to lift the two bottom rods and place them on the shelves on both sides, and support them with the shelves; S3: The welder completes the welding fixation between the two bottom levers using the connecting rod on the ground; S4: lift the two top rods to the top of the bottom rod by crane; S5: The welders use the connecting rods to complete the welding and fixing between the two bottom levers and the top levers, and between the top levers and the top levers on the scaffolding board; S6: After the overall welding is completed and the welds are tested to be qualified, the overall structural unit is moved away by a crane and the welding of the next structural unit is continued.