Tower crane foundation installed on arch bridge

Abstract

The utility model relates to a tower crane foundation, belongs to the technical field of bridge construction tower cranes, and particularly relates to a tower crane foundation mounted on an arch bridge, which comprises a platform support and a foundation platform fixedly mounted on the surface of the platform support, and further comprises a connecting component. The tower crane foundation is fixedly mounted on the surface of the foundation platform; the tower crane foundation supporting leg has the advantages that safety of high-altitude operation is guaranteed, construction efficiency is improved, and the problems that an existing construction method cannot be suitable for high-altitude operation environments such as arch bridges and the like, and if the tower crane foundation supporting leg is directly installed on an arch, levelness and perpendicularity are difficult to adjust, the number of welding seams is large, and welding deformation is not easy to control are solved.

Description

Technical Field

[0001] This utility model relates to the field of tower crane technology for bridge construction, and in particular to a tower crane foundation for installation on an arch bridge. Background Technology

[0002] Tower crane foundations are an important component of tower cranes, used to support and secure the tower crane, ensuring its stability and safety during construction. The design and construction of tower crane foundations must comply with relevant specifications and requirements to ensure the stability of the tower crane under various working conditions.

[0003] A search revealed Chinese patent CN209891238U, which discloses a tower crane foundation. The foundation includes a main body with cantilevered slabs extending outwards from its upper perimeter. A post-cast strip is provided between the cantilevered slab and the basement raft slab. Water-stop steel plates are installed across the junctions of the post-cast strip and the cantilevered slab, and between the post-cast strip and the basement raft slab. This invention avoids the "damage" to the reinforcing steel of the tower crane foundation caused by the arrangement of water-stop steel plates in traditional tower crane foundation designs, thus ensuring the integrity of the reinforcing steel and providing a better load-bearing foundation.

[0004] Based on the above search results combined with existing technologies;

[0005] The aforementioned patented construction method can accurately locate the target on the ground, but it cannot be applied to high-altitude working environments such as arch bridges. If the tower crane foundation legs are installed directly on the arch, there are problems such as difficulty in adjusting the horizontality and verticality, a large number of welds, and difficulty in controlling welding deformation, so it has certain limitations. Utility Model Content

[0006] To address the aforementioned technical problems, this utility model proposes a tower crane foundation for installation on an arch bridge, ensuring the safety of high-altitude operations, avoiding multiple and repetitive welding, and improving construction efficiency.

[0007] The technical solution to achieve the purpose of this utility model is: a tower crane foundation installed on an arch bridge, including a platform support and a foundation platform, wherein the foundation platform is fixedly installed on the surface of the platform support, and also includes connecting components;

[0008] Tower crane foundation, which is fixedly installed on the surface of the foundation platform;

[0009] Multiple connecting components are provided, and each connecting component includes a steel plate disposed on the surface of the tower crane foundation.

[0010] Preferably, multiple stiffening plates are fixedly installed at the bottom of the platform support, multiple reinforcing plates are fixedly installed between the top of the platform support and the bottom of the foundation platform, and multiple reinforcing plates are fixedly installed between the surface of the foundation platform and the tower crane foundation.

[0011] Preferably, a pair of auxiliary inclined beams are fixedly installed on both sides of the tower crane foundation, each of the auxiliary inclined beams is fixedly installed on the surface of the foundation platform, and multiple supporting steels are fixedly installed between the steel plate and the tower crane foundation.

[0012] Preferably, a plurality of threaded rods slide through the steel plate, and a pair of fastening nuts are threadedly connected to both ends of the threaded rods.

[0013] Compared with existing technologies, the significant advantages of this invention are:

[0014] Firstly, this utility model adopts a tower crane foundation for steel pipe arch bridges. By welding, the base can be welded to the upper chord of the main arch rib, which can ensure that the load can be evenly transferred to the upper chord of the main arch rib after the tower crane is installed, thus ensuring the safety of the tower crane operation on the steel pipe arch bridge.

[0015] Secondly, the integrated foundation and platform of this utility model greatly reduces the amount of installation and welding required for tower crane foundations on steel pipe arch bridges, reduces high-altitude operations, makes construction simpler and welding quality better. By controlling the levelness and verticality of the base and tower crane foundation, it is easy to control the installation accuracy of the embedded parts of the tower legs, so that the tower crane foundation for steel pipe arch bridges can be used in high-altitude working environments such as arch bridges.

[0016] This solves the problem that existing construction methods are not applicable to high-altitude working environments such as arch bridges. If the tower crane foundation legs are installed directly on the arch, there are problems such as difficulty in adjusting the horizontality and verticality, a large number of welds, and difficulty in controlling welding deformation. Attached Figure Description

[0017] The present invention will be further explained below with reference to the accompanying drawings and embodiments:

[0018] Figure 1 This is a schematic diagram of the overall three-dimensional structure provided by this utility model;

[0019] Figure 2 This is a schematic diagram of the overall top view structure provided by this utility model;

[0020] Figure 3 This utility model provides Figure 1 Enlarged structural diagram at point A in the middle.

[0021] Explanation of reference numerals in the attached figures:

[0022] 1. Platform support; 2. Foundation platform; 3. Tower crane foundation; 4. Stiffening plate; 5. Auxiliary inclined beam; 6. Reinforcing plate one; 7. Reinforcing plate two; 8. Fastening nut; 9. Threaded rod; 10. Support steel; 11. Steel plate. Detailed Implementation

[0023] The present invention will now be described in detail, and the technical solutions in the embodiments of the present invention will be clearly and completely described. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present invention.

[0024] This utility model provides an improved foundation for a tower crane installed on an arch bridge. The technical solution of this utility model is as follows:

[0025] like Figure 1 - Figure 3 As shown, a tower crane foundation installed on an arch bridge includes a platform support 1 and a foundation platform 2. The foundation platform 2 is fixedly installed on the surface of the platform support 1. By setting the foundation platform 2, a working condition with strength, rigidity and stability that meets the requirements for installation and use is provided. It also includes connecting components.

[0026] Tower crane foundation 3 is fixedly installed on the surface of foundation platform 2, so that tower crane foundation 3 can maintain its integrity under load;

[0027] Multiple connection components are provided, including a steel plate 11 set on the surface of the tower crane foundation 3, which provides assistance for the installation of the tower crane.

[0028] Furthermore, multiple stiffening plates 4 are fixedly installed at the bottom of the platform support 1, multiple reinforcing plates 6 are fixedly installed between the top of the platform support 1 and the bottom of the foundation platform 2, and multiple reinforcing plates 7 are fixedly installed between the surface of the foundation platform 2 and the tower crane foundation 3, thereby improving the stability of the device and making the connection between the platforms tight.

[0029] Furthermore, a pair of auxiliary inclined beams 5 are fixedly installed on both sides of the tower crane foundation 3. Each auxiliary inclined beam 5 is fixedly installed on the surface of the foundation platform 2. Multiple supporting steels 10 are fixedly installed between the steel plate 11 and the tower crane foundation 3, which greatly reduces the amount of installation and welding of the tower crane foundation 3 on the steel pipe arch bridge, reduces high-altitude operations, and makes construction simpler and welding quality better.

[0030] Furthermore, multiple threaded rods 9 slide through the steel plate 11, and a pair of fastening nuts 8 are threadedly connected to both ends of the threaded rods 9, which facilitates installation and disassembly, aids in construction and transportation, and saves assembly time.

[0031] The specific working method is as follows: Platform support 1 is welded on the steel pipe arch bridge. Tower crane foundation 3 and foundation platform 2 are both prefabricated steel components. Tower crane foundation 3 is welded on foundation platform 2. Reinforcing plates are welded between platform support 1 and foundation platform 2, and between foundation platform 2 and tower crane foundation 3 to improve load-bearing capacity. Concrete is filled into the steel pipe at the bottom of platform support 1. Stiffening plates 4 are set at the connection between platform support 1 and steel pipe arch bridge to ensure effective connection. Tower crane foundation 3 is welded from longitudinal and transverse main beams and auxiliary inclined beams 5. Connecting components are set on tower crane foundation 3 and connected to the tower crane through threaded rods 9. By controlling the levelness and verticality of the base and tower crane foundation 3, the installation accuracy of the embedded parts of the tower leg is easily controlled.

[0032] The technical means disclosed in this utility model are not limited to those described above, but also include technical solutions composed of equivalent substitutions of the above technical features. Matters not covered in this utility model are common knowledge to those skilled in the art.

Claims

1. A tower crane foundation installed on an arch bridge, comprising a platform support (1) and a foundation platform (2), characterized in that: The base platform (2) is fixedly installed on the surface of the platform support (1), and also includes; Tower crane foundation (3), which is fixedly installed on the surface of foundation platform (2); A connecting assembly, wherein multiple connecting assemblies are provided, the connecting assembly including a steel plate (11) disposed on the surface of the tower crane foundation (3).

2. The tower crane foundation installed on an arch bridge according to claim 1, characterized in that: Multiple stiffening plates (4) are fixedly installed at the bottom of the platform support (1), multiple reinforcing plates (6) are fixedly installed between the top of the platform support (1) and the bottom of the foundation platform (2), and multiple reinforcing plates (7) are fixedly installed between the surface of the foundation platform (2) and the tower crane foundation (3).

3. The tower crane foundation installed on an arch bridge according to claim 1, characterized in that: A pair of auxiliary inclined beams (5) are fixedly installed on both sides of the tower crane foundation (3). Each of the auxiliary inclined beams (5) is fixedly installed on the surface of the foundation platform (2). Multiple supporting steels (10) are fixedly installed between the steel plate (11) and the tower crane foundation (3).

4. The tower crane foundation installed on an arch bridge according to claim 1, characterized in that: Multiple threaded rods (9) slide through the steel plate (11), and a pair of fastening nuts (8) are connected to the two ends of the threaded rods (9) by threads.

Images