Segmented hoisting construction structure for large-section overweight steel beam

Abstract

The utility model relates to the technical field of building construction, in particular to a large-section super-heavy steel beam segmented hoisting construction structure which comprises at least two stand columns, a steel beam, a supporting frame and a stiff frame beam. A steel beam is arranged between every two adjacent stand columns, and each steel beam at least comprises two sub-beam bodies. Supporting frames are arranged in the middle positions of the sub-beam bodies and / or between every two adjacent sub-beam bodies in a supporting mode. The stiff frame beam is arranged at the end, away from the sub-beam body, of the supporting frame. According to the method, the steel beams are hoisted in sections and hoisted to the mounting positions of the stand columns for fixed mounting in batches, overall hoisting of the steel beams is avoided, the construction difficulty is lowered, and the safety is improved. And a support frame is supported between every two adjacent sub-beam bodies, so that the construction difficulty of the large-section overweight steel beam can be reduced, and the construction safety can be improved. And the stiff frame beams are arranged at the ends, away from the sub-beam bodies, of the supporting frames, so that the construction safety performance can be further improved.

Description

Technical Field

[0001] The present application relates to the field of building construction technology, and in particular to a segmented hoisting construction structure for large-section, super-heavy steel beams. Background Art

[0002] Generally, when the cross-sectional height of a beam is greater than 1 meter, it can be regarded as a large-section beam. On this basis, if its weight or bearing capacity significantly exceeds the general standard, it is called an overweight steel beam.

[0003] During the installation of large-section, overweight steel beams using balanced beams, due to the large span and heavy weight of the steel beams, various complex construction environments and requirements need to be faced, and the construction is difficult. General construction operations cannot improve safety. Utility Model Content

[0004] The purpose of this application is to provide a large-section, super-heavy steel beam segmented lifting construction structure, which improves the connection strength of various parts of the steel beam, reduces safety hazards caused by loose components, and can also improve the safety of the construction process.

[0005] In order to achieve the above-mentioned purpose, an embodiment of the present application provides a large-section, super-heavy steel beam segmented lifting construction structure, including columns, steel beams, support frames and rigid frame beams, the columns are vertically fixed, and at least two columns are arranged at intervals; the steel beam is arranged between two adjacent columns, and each steel beam includes at least two sub-beam bodies; the support frame is supported and arranged in the middle position of the sub-beam body and / or between two adjacent sub-beam bodies; the rigid frame beam is arranged on the support frame at one end away from the sub-beam body.

[0006] In one embodiment, the large-section, super-heavy steel beam segmented hoisting construction structure further includes a transfer beam, which is supported and arranged between the rigid frame beam and the support frame.

[0007] In one embodiment, each of the support frames is configured with at least two of the conversion beams.

[0008] In one embodiment, support frames are respectively provided at both ends of the support frame, and the support frames are frame structures made of H-shaped steel.

[0009] In one embodiment, the large-section, super-heavy steel beam segmented hoisting construction structure further includes a connecting head, which is arranged on the column, and the sub-beam body is fixedly connected to the column through the connecting head.

[0010] In one embodiment, each of the support frames includes at least two sub-support frames, and the at least two sub-support frames are arranged in sequence along the vertical direction.

[0011] In one embodiment, the sub-support frame includes a first support rod, a second support rod and a vertical support rod, a plurality of the first support rods are provided, and the plurality of the first support rods are fixedly connected to form a polygonal first frame; a plurality of the second support rods are provided, and the plurality of the second support rods are fixedly connected to form a polygonal second frame; at least a plurality of the vertical support rods are fixedly connected between the first frame and the second frame to form a polygonal column-shaped sub-support frame.

[0012] In one embodiment, the sub-support frame further includes a first oblique support rod, the first oblique support rod is obliquely supported between the first frame body and the second frame body, and at least one first oblique support rod is provided.

[0013] In one embodiment, the sub-support frame also includes a second diagonal support rod, which is obliquely supported between the first frame and the second frame. At least one second diagonal support rod is provided, and the inclination angle of the second diagonal support rod is opposite to that of the first diagonal support rod, so that the first diagonal support rod and the second diagonal support rod form a cross-support structure between the first frame and the second frame.

[0014] In one embodiment, the sub-support frame also includes a mounting section, and the mounting section is provided on the first frame body and the second frame body. The mounting section on the first frame body fixes the connection between adjacent first support rods, and the mounting section on the second frame body fixes the connection between adjacent second support rods. The vertical support rod is fixedly installed on the first frame body and the second frame body through the mounting section, the first diagonal support rod is fixedly connected to the mounting section on the first frame body and the mounting section on the second frame body, and the second diagonal support rod is fixedly connected to the mounting section on the first frame body and the mounting section on the second frame body.

[0015] In the present application, each steel beam includes at least two sub-beams. The present application adopts the method of lifting the steel beam in sections, lifting the steel beam to the installation position of the column in batches for fixed installation, avoiding the overall lifting of the steel beam, reducing the construction difficulty and improving safety. The two adjacent sub-beams are fixedly connected. A support frame is supported between the two adjacent sub-beams. The support frame supports the sub-beams, keeps the sub-beams in the installation position, and then fixes the sub-beams to the columns, which can facilitate the construction work of fixing the connection between the two adjacent sub-beams. Therefore, the large-section super-heavy steel beam segmented lifting construction structure provided by the embodiment of the present application can reduce the construction difficulty of large-section super-heavy steel beams and improve construction safety. In addition, the rigid frame beam is set on the support frame at one end away from the sub-beam body. The rigid frame beam supports the support frame on the ground, increasing the contact area with the ground, improving the bearing capacity of the support frame on the sub-beam body, and further improving construction safety performance.

[0016] Other features and advantages of the present application will be described in detail in the subsequent detailed description. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following is a brief introduction to the drawings required for use in the embodiments. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without creative work.

[0018] Figure 1 A schematic structural diagram from one perspective of one embodiment of the large-section, super-heavy steel beam segmented hoisting construction structure provided in the embodiments of the present application;

[0019] Figure 2 A schematic structural diagram from two perspectives of another embodiment of the large-section, super-heavy steel beam segmented hoisting construction structure provided in an embodiment of the present application;

[0020] Figure 3 This is a three-perspective structural schematic diagram of another embodiment of the large-section, super-heavy steel beam segmented hoisting construction structure provided in an embodiment of the present application.

[0021] icon:

[0022] 100-column;

[0023] 200-connector;

[0024] 300-steel beam; 310-sub-beam;

[0025] 400-rigid frame beam;

[0026] 500-transfer beam;

[0027] 600-support frame; 610-sub-support frame; 612-first frame; 614-second frame; 616-vertical support rod; 618-first diagonal support rod; 619-second diagonal support rod; 620-installation section; 630-support frame. DETAILED DESCRIPTION

[0028] To make the objectives, technical solutions, and advantages of the embodiments of the present application more clear, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, not all of the embodiments. Generally, the components of the embodiments of the present application described and shown in the drawings herein can be arranged and designed in various different configurations.

[0029] In the description of this application, it should be noted that the terms "inner" and "outer" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, or the orientations or positional relationships in which the product of this application is typically placed when in use. These terms are intended solely to facilitate the description of this application and simplify the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on this application. Furthermore, the terms "first" and "second" and the like are used solely for distinction and should not be construed as indicating or implying relative importance.

[0030] It should also be noted that, in the description of this application, unless otherwise expressly specified or limited, the terms "disposed" and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to direct connections, indirect connections through an intermediate medium, or internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in this application based on the specific circumstances.

[0031] like Figure 1 As shown, an embodiment of the present application provides a large-section, super-heavy steel beam segmented hoisting construction structure, including a column 100, a steel beam 300, a support frame 600 and a rigid frame beam 400.

[0032] like Figure 1 As shown, the column 100 is vertically fixed on the ground or other surfaces, such as the hull, the end face of a building or other artificial surfaces. The technical solution of this application is described below using the column 100 fixed on the ground as an example.

[0033] Exemplarily, the column 100 is a steel structure column or a column partially provided with a steel structure.

[0034] At least two columns 100 are arranged at intervals. A steel beam 300 is disposed between two adjacent columns 100. For example, the steel beam 300 is used to bear the weight of a building structure, and the columns 100 are used to support the steel beam 300. The steel beam 300 and the columns 100 are combined to form a building structure, such as a bridge, a house, or an industrial facility.

[0035] For example, Figure 1As shown, two columns 100 are spaced apart, with a steel beam 300 positioned between the two columns 100. In other embodiments, three columns 100 are spaced apart, with the three columns 100 arranged in a straight line and two spaces between the three columns 100. Therefore, two steel beams 300 are provided, with two steel beams 300 positioned in the spaces between two columns 100. In another embodiment, three columns 100 are spaced apart, with the three columns 100 arranged in a herringbone pattern. Therefore, three steel beams 300 can be positioned between the three columns 100. In other embodiments, four columns 100 are provided, with the four columns 100 arranged in a straight line. Therefore, three steel beams 300 can be positioned between the four columns 100. In other embodiments, four columns 100 are provided, with the four columns 100 arranged in a rectangular path. Therefore, four steel beams 300 can be positioned between the four columns 100. Similarly, five, six, ten, and so on, columns 100 can be provided. For ease of understanding, the following description of various embodiments is based on an example of disposing two columns 100 .

[0036] In the prior art, the construction method for installing a large-section, super-heavy steel beam on the column 100 often adopts an overall hoisting method. During the hoisting process, the large-section, super-heavy steel beam is hoisted as a whole to the installation position, and then the large-section, super-heavy steel beam is fixedly installed on the column 100. Due to the large volume of the large-section, super-heavy steel beam, this hoisting method is more difficult. Due to the large weight of the large-section, super-heavy steel beam, the load of the crane is large, so the safety of the construction process cannot be guaranteed.

[0037] In this application, if Figure 1 As shown, each steel beam 300 includes at least two sub-beam bodies 310; the present application adopts the method of hoisting the steel beam 300 in sections, hoisting the steel beam 300 to the installation position at the column 100 in batches for fixed installation, avoiding the overall hoisting of the steel beam 300, reducing the construction difficulty and improving safety, and the adjacent sub-beam bodies 310 are fixedly connected. A support frame 600 is supported between the two adjacent sub-beam bodies 310, and the support frame 600 supports the sub-beam body 310, so that the sub-beam body 310 is kept in the installation position, and then the sub-beam body 310 is fixed to the column 100, and it can facilitate the construction work of fixing the connection between the two adjacent sub-beam bodies 310. Therefore, the large-section super-heavy steel beam segmented hoisting construction structure provided by the embodiment of the present application can reduce the construction difficulty of large-section super-heavy steel beams and improve construction safety. In addition, the rigid frame beam 400 is arranged on one end of the support frame 600 away from the sub-beam body 310. The support frame 600 is supported on the ground by the rigid frame beam 400, which increases the contact area with the ground, improves the bearing capacity of the support frame 600 on the sub-beam body 310, and can further improve the construction safety performance.

[0038] For example, the steel beam 300 includes two sub-beam bodies 310. Figure 1 As shown, in another embodiment, the steel beam 300 includes three sub-beam bodies 310. In another embodiment, the steel beam 300 includes five sub-beam bodies 310.

[0039] For example, the use process is as follows: the column 100 is fixed vertically on the ground. A rigid frame beam 400 is set on the ground, and then a support frame 600 is set on the rigid frame beam 400. Figure 1 As shown, two rigid frame beams 400 are provided, and two support frames 600 are provided accordingly, and the two support frames 600 are respectively the first support frame and the second support frame. The steel beam 300 is divided into three sub-beam bodies 310 (of course, it can also be provided as two sub-beam bodies 310 or five sub-beam bodies 310, etc.), and the three sub-beam bodies 310 are respectively the first sub-beam body, the second sub-beam body and the third sub-beam body, and the second sub-beam body is located between the first sub-beam body and the third sub-beam body. During the installation process, the first sub-beam body is first hoisted from the ground to the installation position, and one end of the first sub-beam body is fixedly connected to the column 100. The fixed connection method includes but is not limited to bolt connection, welding, or a combination of welding and bolt connection, etc.; the other end of the first sub-beam body is placed on the first support frame, and then the second sub-beam body is hoisted from the ground, and one end of the second sub-beam body is placed on the first support frame On the frame, the other end of the second sub-beam is placed on the second support frame, and then the first sub-beam is fixedly connected to the second sub-beam, and the fixed connection method includes but is not limited to bolt connection, welding, or a combination of welding and bolt connection; then the third sub-beam is hoisted from the ground to the installation position, that is, one end of the third sub-beam is placed on the second support frame, and the third sub-beam is fixedly connected to the second sub-beam, and the other end of the third sub-beam is fixedly connected to the column 100, and the fixed connection method includes but is not limited to bolt connection, welding, or a combination of welding and bolt connection; then the rigid frame beam 400 and the support frame 600 can be removed, and the segmented hoisting construction of the large-section super-heavy steel beam is completed.

[0040] In another embodiment, a support frame 600 is provided at the middle position of the sub-beam body 310 .

[0041] like Figure 1 and Figure 2 As shown, in one embodiment, the large-section, ultra-heavy steel beam segmented hoisting construction structure further includes a transfer beam 500, which is supported and disposed between the rigid frame beam 400 and the support frame 600. The transfer beam 500 is located between the rigid frame beam 400 and the support frame 600, effectively increasing the contact area between them. This helps to disperse pressure and improve the overall stability of the structure.

[0042] Because the transfer beam 500 increases the contact area between the support frame 600 and the rigid frame beam 400 and provides a more stable connection, it can significantly improve the safety and stability of the support structure. This is crucial for ensuring safety during construction.

[0043] By providing the transfer beam 500, a more stable and convenient platform can be provided for the construction of the support frame 600. This helps to simplify the construction process and improve construction efficiency.

[0044] The provision of the transfer beam 500 makes the connection between the support frame 600 and the rigid frame beam 400 more direct and efficient, thereby improving the utilization efficiency of the entire construction structure.

[0045] like Figure 3 As shown, in one embodiment, each support frame 600 is configured with at least two transfer beams 500 .

[0046] For example, Figure 3 As shown, each support frame 600 is equipped with two transfer beams 500. In another embodiment, each support frame 600 is equipped with three transfer beams 500. In other embodiments, each support frame 600 is equipped with four transfer beams 500.

[0047] Exemplarily, the transfer beam 500 is a channel steel or an I-beam.

[0048] By configuring at least two transfer beams 500 for each support frame 600, the pressure and load borne by the support frame 600 can be more effectively dispersed. This dispersion effect helps to reduce the situation where a single point is subjected to excessive force, thereby enhancing the stability of the entire support structure.

[0049] Increasing the number of transfer beams 500 increases the number of connection points between the support frame 600 and the surrounding structure (such as the rigid frame beams 400). These additional connection points provide greater redundancy and backup, preventing the entire structure from failing due to a single point of failure. Therefore, this configuration helps improve the safety of the entire mechanical structure.

[0050] The transfer beams 500 act as a bridge between the support frame 600 and the rigid frame beams 400, effectively transferring the load from the support frame 600 to the rigid frame beams 400. Providing at least two transfer beams 500 ensures a more uniform and efficient load transfer, thereby avoiding local overloads and stress concentration.

[0051] In complex construction environments, such as the segmented hoisting of large, heavy steel beams, the support structure needs to be able to withstand a variety of uncertain loads and deformations. By increasing the number of transfer beams 500, the support structure can be made more flexible and adaptable, better able to cope with various construction challenges.

[0052] like Figure 2 and Figure 3 As shown, in one embodiment, support frames 630 are respectively provided at both ends of the support frame 600 . The support frames 630 increase the stability and bearing capacity of the support frame 600 .

[0053] Exemplarily, the support frame 630 is a frame structure made of H-shaped steel.

[0054] The support frame 630 acts as an additional structural support, which can significantly enhance the overall stability of the support frame 600. In particular, when subjected to external forces, the support frame 630 can effectively prevent the support frame 600 from excessive deformation or overturning, thereby ensuring the stability of the mechanical structure.

[0055] H-shaped steel has excellent load-bearing capacity due to its reasonable cross-sectional shape and excellent load-bearing performance. The support frame 630 made of H-shaped steel can further improve the load-bearing capacity of the support frame 600, allowing it to withstand greater loads without damage.

[0056] The provision of the support frame 630 helps to distribute the load more evenly on the support frame 600 and the transfer beam 500, thereby reducing the risk of tipping due to local concentrated force.

[0057] like Figure 1 As shown, in one embodiment, the large-section, ultra-heavy steel beam segmented hoisting construction structure further includes a connector 200, which is disposed on the column 100. The sub-beam body 310 is fixedly connected to the column 100 via the connector 200. Exemplarily, the connector 200 and the column 100 are fixedly connected via a clamping, welding, bolting, or a combination of bolting and welding. The connector 200 provides a mounting position for the sub-beam body 310 to be mounted on the column 100, providing a strong and stable connection.

[0058] like Figures 1 to 3 As shown, in one embodiment, each support frame 600 includes at least two sub-support frames 610, and the at least two sub-support frames 610 are arranged in sequence along the vertical direction.

[0059] Exemplarily, each support frame 600 includes two sub-support frames 610. In another embodiment, each support frame 600 includes three sub-support frames 610. Figure 3 As shown, in another embodiment, each support frame 600 includes four sub-frames 610. In another embodiment, each support frame 600 includes five sub-frames 610.

[0060] like Figure 1 As shown, in one embodiment, the sub-support frame 610 includes a first support rod, a second support rod and a vertical support rod 616.

[0061] A plurality of first support rods are provided, and the plurality of first support rods are fixedly connected to form a polygonal first frame 612; illustratively, the first support rods are fixedly connected by means of clamping, welding or bolting.

[0062] A plurality of second support rods are provided, and the plurality of second support rods are fixedly connected to form a polygonal second frame 614; illustratively, the second support rods are fixedly connected by means of clamping, welding or bolting.

[0063] At least a plurality of vertical support rods 616 are fixedly connected between the first frame 612 and the second frame 614 to form a polygonal column-shaped sub-support frame 610. For example, the vertical support rods 616 are fixedly connected between the first frame 612 and the second frame 614 by means of clamping, welding or bolting.

[0064] For example, three first support rods are provided, which are fixedly connected to form a triangular first frame 612, and three second support rods are provided, which are fixedly connected to form a triangular second frame 614. Three vertical support rods 616 are provided, which are arranged between the first frame 612 and the second frame 614 to form a triangular prism-shaped sub-support frame 610.

[0065] like Figure 3 As shown, in another embodiment, four first support rods are provided, and the four first support rods are fixedly connected to form a rectangular first frame 612. Four second support rods are provided, and the four second support rods are fixedly connected to form a rectangular second frame 614. Four vertical support rods 616 are provided, and the four vertical support rods 616 are arranged between the first frame 612 and the second frame 614 to form a quadrangular prism-shaped sub-support frame 610.

[0066] In another embodiment, five first support rods are provided, which are fixedly connected to form a pentagonal first frame 612, and five second support rods are provided, which are fixedly connected to form a pentagonal second frame 614. Five vertical support rods 616 are provided, and the five vertical support rods 616 are arranged between the first frame 612 and the second frame 614 to form a pentagonal prism-shaped sub-support frame 610.

[0067] Six first support rods, six second support rods, and six vertical support rods 616 can also be provided to form a hexagonal prism-shaped sub-support frame 610. Similarly, seven, eight, or ten first support rods, six second support rods, and six vertical support rods 616 can also be provided. The following describes the technical solution of this application using the example of four first support rods, four second support rods, and four vertical support rods 616, and a quadrangular prism-shaped sub-support frame 610.

[0068] like Figure 1As shown, in one embodiment, the sub-support frame 610 further includes a first oblique support rod 618 , which is obliquely supported between the first frame 612 and the second frame 614 , and at least one first oblique support rod 618 is provided.

[0069] For example, one first diagonal brace 618 is provided. In another embodiment, two first diagonal braces 618 are provided. In another embodiment, three first diagonal braces 618 are provided. In another embodiment, four first diagonal braces 618 are provided.

[0070] The provided first diagonal support rod 618 can increase the structural stability of the sub-support frame 610 , thereby improving the bearing capacity of the sub-support frame 610 .

[0071] like Figure 1 As shown, in one embodiment, the sub-bracing frame 610 further includes a second diagonal brace 619, which is obliquely supported between the first frame 612 and the second frame 614. At least one second diagonal brace 619 is provided, and the inclination angle of the second diagonal brace 619 is opposite to that of the first diagonal brace 618, so that the first diagonal brace 618 and the second diagonal brace 619 form a cross-support structure between the first frame 612 and the second frame 614, which can more effectively disperse and resist external loads, thereby greatly enhancing the structural stability of the entire sub-bracing frame 610. The cross-support structure not only enhances stability but also improves the load-bearing capacity of the sub-bracing frame 610. When subjected to the same load, the sub-bracing frame 610 with a cross-support structure is more resistant to deformation and damage than a structure without a cross-support.

[0072] For example, one second diagonal brace 619 is provided. In another embodiment, two second diagonal braces 619 are provided. In another embodiment, three second diagonal braces 619 are provided. In another embodiment, four second diagonal braces 619 are provided.

[0073] like Figure 1 and Figure 2 As shown, in one embodiment, the sub-bracket 610 further includes a mounting section 620 , and the first frame 612 and the second frame 614 are provided with the mounting section 620 .

[0074] Illustratively, the mounting section 620 is provided with a plurality of mounting holes, and the first support rod, the second support rod, the first diagonal support rod 618, and the second diagonal support rod 619 are mounted at different mounting holes on the mounting section 620. Illustratively, the mounting section 620 is provided with fixing bolts that can lock the first support rod, the second support rod, the first diagonal support rod 618, and the second diagonal support rod 619. In another embodiment, the first support rod, the second support rod, the first diagonal support rod 618, and the second diagonal support rod 619 are welded to the mounting section 620.

[0075] The mounting nodes 620 on the first frame 612 provide a fixed connection between adjacent first support rods, and the mounting nodes 620 on the second frame 614 provide a fixed connection between adjacent second support rods. The vertical support rod 616 is fixedly mounted on the first frame 612 and the second frame 614 through the mounting nodes 620. The first diagonal support rod 618 is fixedly connected to the mounting nodes 620 on the first frame 612 and the mounting nodes 620 on the second frame 614. The second diagonal support rod 619 is fixedly connected to the mounting nodes 620 on the first frame 612 and the mounting nodes 620 on the second frame 614.

[0076] The provision of the mounting section 620 increases the expandability of the support frame 600 and can enhance the strength and rigidity of the overall structure of the support frame 600 .

[0077] It should be noted that, unless there is any conflict, the features in the embodiments of this application can be combined with each other.

[0078] The above description is merely a preferred embodiment of the present application and is not intended to limit the present application. Various modifications and variations are possible for those skilled in the art. Any modifications, equivalent substitutions, or improvements made within the spirit and principles of the present application shall be included within the scope of protection of the present application.

Claims

1. A large-section, super-heavy steel beam segmented hoisting construction structure, characterized in that: include: A column (100), wherein the column (100) is vertically fixed and arranged, and at least two of the columns (100) are arranged at intervals; A steel beam (300) is provided between two adjacent columns (100), and each of the steel beams (300) includes at least two sub-beam bodies (310); a support frame (600), the support frame (600) being supported and arranged at a middle position of the sub-beam body (310) and / or between two adjacent sub-beam bodies (310); A rigid frame beam (400) is provided on the support frame (600) at one end away from the sub-beam body (310).

2. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 1 is characterized in that: Also includes: A conversion beam (500) is supported and arranged between the rigid frame beam (400) and the support frame (600).

3. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 2 is characterized in that: Each of the support frames (600) is equipped with at least two of the conversion beams (500).

4. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 3 is characterized in that: Support frames (630) are respectively provided at both ends of the support frame (600), and the support frames (630) are frame structures made of H-shaped steel.

5. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 1 is characterized in that: Also includes: A connecting head (200) is provided on the column (100), and the sub-beam body (310) is fixedly connected to the column (100) via the connecting head (200).

6. The large-section, super-heavy steel beam segmented hoisting construction structure according to any one of claims 1 to 5, characterized in that: Each of the support frames (600) comprises at least two sub-support frames (610), and the at least two sub-support frames (610) are arranged in sequence along a vertical direction.

7. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 6 is characterized in that: The sub-support frame (610) comprises: a first support rod, wherein a plurality of the first support rods are provided, and the plurality of the first support rods are fixedly connected to form a polygonal first frame (612); a second support rod, wherein a plurality of the second support rods are provided, and the plurality of the second support rods are fixedly connected to form a polygonal second frame (614); Vertical support rods (616), at least a plurality of vertical support rods (616) are fixedly connected between the first frame (612) and the second frame (614) to form the polygonal column-shaped sub-support frame (610).

8. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 7 is characterized in that: The sub-support frame (610) further includes: A first oblique support rod (618) is provided, wherein the first oblique support rod (618) is obliquely supported between the first frame (612) and the second frame (614), and at least one first oblique support rod (618) is provided.

9. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 8 is characterized in that: The sub-support frame (610) further comprises: A second diagonal brace (619), wherein the second diagonal brace (619) is obliquely supported between the first frame (612) and the second frame (614), at least one second diagonal brace (619) is provided, and the inclination angle of the second diagonal brace (619) is opposite to that of the first diagonal brace (618), so that the first diagonal brace (618) and the second diagonal brace (619) form a cross-support structure between the first frame (612) and the second frame (614).

10. The large-section, super-heavy steel beam segmented hoisting construction structure according to claim 9 is characterized in that: The sub-support frame (610) further comprises: The mounting section (620) is provided on the first frame (612) and the second frame (614); the mounting section (620) on the first frame (612) fixes the adjacent first support rods together; the mounting section (620) on the second frame (614) fixes the adjacent second support rods together; the vertical support rod (616) is fixedly mounted on the first frame (612) and the second frame (614) through the mounting section (620); the first oblique support rod (618) is fixedly connected to the mounting section (620) on the first frame (612) and the mounting section (620) on the second frame (614); and the second oblique support rod (619) is fixedly connected to the mounting section (620) on the first frame (612) and the mounting section (620) on the second frame (614).

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