Supporting structure of tower crane

By welding reinforcement components and docking plates on the tower crane support base, the connection between the support base and the embedded components is strengthened, solving the problem of insufficient support strength and achieving higher stability and installation efficiency.

CN223328928UActive Publication Date: 2025-09-12ZHANG QIU SHI BAI MAI JIAN ZHU JI XIE YOU XIAN ZE REN GONG SI
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Patent Information

Application Number
CN202422924974.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-29
Publication Date
2025-09-12
Estimated Expiration
2034-11-29

AI Technical Summary

Technical Problem

The fixed support base of a tower crane has few fixing points and the center is suspended in the air, resulting in insufficient support strength.

Method used

Weld reinforcement components, including docking ears and docking plates, on the support base, add connection points, and fix them to the concrete through embedded components and connect them with bolts and nuts to improve stability.

Benefits of technology

The connection points between the support base and the embedded components are increased, which improves the support stability and installation efficiency.

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Abstract

The utility model discloses a tower crane support structure, which relates to the field of fixed support structures of tower cranes, and comprises an upper mounting plate, the four edges of the top end of the upper mounting plate are welded with first counter flanges protruding upwards, the outer sides of the first counter flanges are fixedly connected with second counter flanges through bolts and nuts, and the outer sides of the second counter flanges are fixedly connected with the upper mounting plate through bolts and nuts. A supporting base is integrally formed on the outer side of the second butt flange in a welded mode, the supporting base is of an L-shaped structure, and a fixing flange is welded to the bottom end of the supporting base. A reinforcing assembly is welded to the supporting base and used for improving the connecting force between the crane standard knot and the embedded assembly. By arranging the reinforcing assembly and the pre-embedded assembly, the connecting point between the supporting base and the pre-embedded assembly is lifted, an effective supporting point is arranged in the middle of the bottom end of the supporting base, and therefore the supporting stability of the supporting base is further improved.
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Description

Technical Field

[0001] The utility model relates to the field of fixed support structures of tower cranes, in particular to a support structure of a tower crane. Background Art

[0002] The fixed support base of the tower crane, the four bottom ends of the support base are generally fixedly connected to the embedded parts by four bolts respectively.

[0003] The above-mentioned fixing method of the support base has the disadvantages of few fixing points and the center position of the support base is in a suspended state, so the support strength has room for further improvement. Utility Model Content

[0004] The purpose of the present utility model is to provide a tower crane support structure in order to achieve the purpose set forth in the background technology.

[0005] To achieve the above-mentioned object, the present invention provides the following technical solution: a tower crane support structure, comprising an upper mounting plate, wherein the top four sides of the upper mounting plate are welded with a No. 1 docking flange protruding upward, the outer side of the No. 1 docking flange is fixedly connected to the No. 2 docking flange by bolts and nuts, and the outer side of the No. 2 docking flange is integrally welded with a support base, the support base is an "L"-shaped structure, and the bottom end of the support base is welded with a fixing flange;

[0006] A reinforcement component is welded and installed on the support base, and the reinforcement component is used to improve the connection force between the crane standard section and the embedded component.

[0007] As a further solution of the present invention: the reinforcement assembly includes a plurality of docking ears welded to both sides of the support base, and docking plates are welded on both sides of the support base below the flange of the standard section, and the docking plates are located between two adjacent docking ears.

[0008] As a further solution of the present invention: the reinforcement component also includes a middle piece welded to the bottom end of the upper mounting plate, the bottom end of the middle piece is welded with a lower mounting plate, and the upper mounting plate, docking ear, docking plate and lower mounting plate are all provided with circular holes for docking with the embedded components.

[0009] As a further solution of the present invention: the embedded component includes an embedded part embedded in the concrete, and the top end of the embedded part is welded with an embedded steel bar aligned with the circular hole.

[0010] As a further solution of the present invention: a nut is threadedly connected to the upper portion of the outer wall of the embedded steel bar, and the nut in a tightened state is used to compress the reinforcement component.

[0011] Compared with the prior art, the beneficial effects of the present invention are:

[0012] 1. By setting up reinforcement components and embedded components, the connection point between the support base and the embedded components is improved, and the middle position of the bottom end of the support base has an effective support point, thereby further improving the support stability of the support base. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a structural diagram of the utility model;

[0014] Figure 2 This is a schematic diagram of the docking of the reinforcement component and the embedded component of the utility model;

[0015] Figure 3 For the utility model Figure 2 A partial enlarged view of point A in the middle.

[0016] In the figure: 1. Upper mounting plate; 2. No. 1 docking flange; 3. No. 2 docking flange; 4. Support base; 5. Fixed flange; 6. Docking ear; 7. Docking plate; 8. Embedded parts; 9. Embedded steel bars; 10. Middle piece; 11. Lower mounting plate. DETAILED DESCRIPTION

[0017] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0018] See also Figures 1 to 3 In an embodiment of the present invention, a tower crane support structure includes an upper mounting plate 1, and the four sides of the top of the upper mounting plate 1 are welded with an upwardly protruding No. 1 docking flange 2. The outer side of the No. 1 docking flange 2 is fixedly connected to the No. 2 docking flange 3 by bolts and nuts. The outer side of the No. 2 docking flange 3 is integrally welded with a support base 4. The support base 4 is an "L"-shaped structure, and a fixing flange 5 is welded to the bottom end of the support base 4; a reinforcement component is welded and installed on the support base 4, and the reinforcement component is used to improve the connection force between the crane standard section and the embedded component.

[0019] In this embodiment: first, the embedded component is fixed, and concrete is poured outside the embedded component. The lower half of the embedded component is buried in the concrete. After the concrete is completely dried and solidified, the reinforcement component is docked with the part of the embedded component located outside the concrete. After the docking is completed, the reinforcement component is installed and fixed. After that, the standard section at the bottom can be docked to complete the connection with the standard section of the tower crane.

[0020] Before docking the reinforcement component with the embedded component, first weld the No. 1 docking flange 2 on the top of the upper mounting plate 1. After the No. 1 docking flange 2 is fixed, the No. 2 docking flange 3 is welded to one end of the support base 4. Then, use bolts and nuts to connect the No. 1 docking flange 2 and the No. 2 docking flange 3. Finally, weld the fixing flange 5 to the bottom end of the support base 4 to complete the connection of the support base 4.

[0021] Please refer to Figure 1 、 Figure 2 and Figure 3 The reinforcement component includes a plurality of docking ears 6 welded to both sides of the support base 4, and docking plates 7 are welded on both sides of the support base 4 below the flange of the standard section. The docking plate 7 is located between two adjacent docking ears 6. The reinforcement component also includes an intermediate piece 10 welded to the bottom end of the upper mounting plate 1, and a lower mounting plate 11 is welded to the bottom end of the intermediate piece 10. Circular holes for docking with embedded components are opened on the upper mounting plate 1, the docking ears 6, the docking plates 7 and the lower mounting plate 11.

[0022] In this embodiment: when the reinforcement component is docked with the embedded component, the docking plate 7 is docked with multiple docking ears 6 and the embedded component one by one. The docking plate 7 and the docking ears 6 increase the connection points between the support base 4 and the embedded component, and the design of the docking plate 7 can assist in the auxiliary installation of the lowest standard section, thereby improving the auxiliary installation efficiency of the standard section.

[0023] Please refer to Figure 1 and Figure 2 The embedded component includes an embedded part 8 embedded in the concrete, the top of the embedded part 8 is welded with an embedded steel bar 9 aligned with the circular hole, and a nut is threadedly connected to the upper part of the outer wall of the embedded steel bar 9. The tightened nut is used to tighten the reinforcement component.

[0024] In this embodiment: when the support base 4 is lowered, the downwardly moving support base 4 drives the docking plate 7, the docking ear 6, the upper mounting plate 1 and the lower mounting plate 11 to dock with the embedded steel bars 9 one by one. Before the embedded steel bars 9 are fixed with the embedded parts 8, an external thread is turned on the upper end of the outer wall thereof using a turning tool. Then, the embedded parts 8 are welded to the bottom ends of the embedded steel bars 9. After welding, the embedded components are placed in a preset position and then fixed by pouring concrete.

[0025] After the embedded component and the reinforcement component are connected, use a nut to thread them together with the external thread and tighten the nut.

[0026] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A tower crane support structure comprising an upper mounting plate (1), characterized in that: The top four sides of the upper mounting plate (1) are welded with a No. 1 docking flange (2) protruding upwards, the outer side of the No. 1 docking flange (2) is fixedly connected to the No. 2 docking flange (3) by bolts and nuts, and the outer side of the No. 2 docking flange (3) is integrally welded with a support base (4), the support base (4) is an "L"-shaped structure, and the bottom end of the support base (4) is welded with a fixing flange (5); A reinforcement component is welded and mounted on the support base (4), and the reinforcement component is used to enhance the connection force between the crane standard section and the embedded component.

2. A tower crane support structure according to claim 1, characterized in that: The reinforcement assembly comprises a plurality of docking ears (6) welded to both sides of the support base (4); docking plates (7) are welded to both sides of the support base (4) below the flange of the standard section; the docking plates (7) are located between two adjacent docking ears (6).

3. A tower crane support structure according to claim 2, characterized in that: The reinforcement assembly further comprises an intermediate piece (10) welded to the bottom end of the upper mounting plate (1), a lower mounting plate (11) being welded to the bottom end of the intermediate piece (10), and circular holes for docking with the embedded assembly are provided on the upper mounting plate (1), the docking ear (6), the docking plate (7) and the lower mounting plate (11).

4. A tower crane support structure according to claim 3, characterized in that: The embedded component comprises an embedded part (8) embedded in concrete, and the top end of the embedded part (8) is welded with an embedded steel bar (9) aligned with the circular hole.

5. A tower crane support structure according to claim 4, characterized in that: A nut is threadedly connected above the outer wall of the embedded steel bar (9), and the nut in a tightened state is used to compress the reinforcement component.