Large corridor steel column mounting structure

Abstract

The utility model relates to the technical field of large corridor steel column installation, and discloses a large corridor steel column installation structure. According to the device, sliding wheels are slidably connected to the inner sides of sliding grooves formed in the upper surfaces of the sliding rods, a sliding base is arranged at the upper ends of the sliding wheels, a power module is arranged on one side of the sliding base, a connecting rod is arranged on one side of the sliding base, and track plates are fixedly connected to the two sides of the connecting rod. A sliding rod structure capable of driving a lifting hook to move is additionally arranged for a large corridor steel column mounting structure, a power module provides power to drive a sliding wheel to slide on a sliding rod, and a track plate can guarantee movement of the lifting hook. The position of the slidable lifting hook can be adjusted along the height of the steel column so as to meet the lifting requirements of different heights or different positions. Therefore, the flexibility in the mounting process is enhanced, and the position of a hoisting point can be adjusted more conveniently.

Description

Technical Field

[0001] The present application belongs to the technical field of large corridor steel column installation, and specifically relates to a large corridor steel column installation structure. Background Art

[0002] Large corridor steel column installation structure generally refers to the steel structure installation method used to support large corridors or corridors in architectural design. The specific design of this installation structure may vary depending on the building type, engineering requirements and geographical conditions.

[0003] For example, the publication number: CN218492973U discloses a steel corridor structure that is easy to hoist as a whole, which involves the field of installing elevators, including a keel, a steel corridor, steel corridor steel columns and an elevator shaft. The elevator shaft is arranged in the vertical direction, and the keel is also arranged on the elevator shaft layer by layer and at intervals in the vertical direction. The keel of each layer is "L"-shaped, and the keel is fixedly connected to the two adjacent sides of the elevator shaft. A circle of steel corridors is arranged around the outer periphery of each layer of keel. The steel corridors of each layer are connected and supported by vertically arranged steel corridor steel columns; lifting rings are set on the steel corridor steel columns located at the top steel corridor for overall lifting. The beneficial effects of the utility model are as follows: the keel layer is integrally connected and fixed to the elevator shaft through the steel corridor, and split installation is no longer required, which greatly shortens the installation period, improves the safety factor of the elevator installation project, and improves residents' satisfaction; a lifting ring is set on the top of the steel corridor steel column to facilitate direct lifting by the lifting machinery, which is safe and fast.

[0004] However, the large corridor steel column installation structure in the application does not have a sliding lifting hook structure. The lack of a sliding lifting hook structure may lead to inefficient lifting operations, requiring more time and manpower to complete the installation, thereby extending the construction period. Utility Model Content

[0005] The purpose of this application is to provide a large corridor steel column installation structure in order to solve the above-mentioned problem of installation efficiency.

[0006] The technical solution adopted in the present application is as follows: a large corridor steel column installation structure, including a sliding rod, a sliding wheel is slidably connected to the inner side of a sliding groove opened on the upper surface of the sliding rod, a sliding base is provided at the upper end of the sliding wheel, a power module is provided on one side of the sliding base, a connecting rod is provided on one side of the sliding base, and track plates are fixedly connected to both sides of the connecting rod.

[0007] By adopting the above technical solution, a sliding rod structure that can drive the lifting hook to move is added to a large corridor steel column installation structure, wherein the power module provides power to drive the sliding wheel to slide on the sliding rod, and the track plate can ensure the movement of the lifting hook. The slidable lifting hook can adjust its position along the height of the steel column to adapt to the lifting requirements of different heights or different positions. This enhances the flexibility during the installation process and makes it easier to adjust the position of the lifting point. Since the lifting hook can slide on the steel column, workers can move the lifting equipment to the required position more quickly, thereby reducing the time for handling and resetting, and reducing the related labor costs and time costs. The slidable lifting hook can ensure that the lifting point is always in the appropriate position, avoiding safety hazards caused by inaccurate or overly concentrated lifting points. This is particularly important for heavy structures such as large corridor steel columns, which can ensure that the lifting process is safe and controllable. The slidable lifting hook structure allows workers to control and adjust the lifting points more accurately, thereby improving the efficiency and effectiveness of the overall operation. Workers can complete the lifting operation more quickly, speeding up the installation progress. In different construction sites or installation environments, various obstacles or space restrictions may be encountered. The slidable lifting hook can flexibly cope with various complex engineering conditions, improving the adaptability and flexibility of construction. In summary, the addition of a slidable lifting hook structure can significantly improve the installation efficiency, safety and flexibility of large corridor steel columns, and is one of the common optimization solutions in modern construction projects.

[0008] In a preferred embodiment, a plurality of adsorption pulleys are disposed at one end of the track plate, and a connecting block is disposed at the lower end of the adsorption pulley.

[0009] By adopting the above technical solution, the suction pulleys are used to provide support and movement support for the lifting hook. They help the lifting hook move along the desired path by providing a fulcrum and a sliding surface while ensuring stability and safety. The connecting block connects the suction pulley and the motor, which ensures the stability of the overall structure.

[0010] In a preferred embodiment, a motor is provided at one end of the connection block relative to the adsorption pulley.

[0011] By adopting the above technical solution, the motor provides power so that the lifting operation can be performed automatically or semi-automatically, thereby improving the operating efficiency and accuracy.

[0012] In a preferred embodiment, coil turns are arranged inside the motor.

[0013] By adopting the above technical solution, the coil turns are twisted by multiple strands of steel ropes, which can ensure the normal operation of the crane.

[0014] In a preferred embodiment, a plurality of limiting coil frames are provided on one side of the motor.

[0015] By adopting the above technical solution, the limiting coil frame is used to limit the movement of the coil turns to ensure that the moving parts work within a safe and effective operating range.

[0016] In a preferred embodiment, a connecting slider is provided on one side of the coil turn, and a lifting hook is provided at the lower end of the connecting slider.

[0017] By adopting the above technical solution, the connecting slider can ensure the safety of the limit coil frame when in use, which ensures the stability and accuracy during the hoisting process. The lifting hook is an important device for hanging and lifting heavy objects. In the large corridor steel column installation structure, the lifting hook is installed at the end of the lifting equipment to mount and move heavy structural parts such as steel columns or other components.

[0018] In a preferred embodiment, a plurality of support columns are fixedly connected to the lower end of the sliding rod.

[0019] By adopting the above technical solutions, the support columns play the role of supporting and stabilizing the structure in the large corridor steel column installation structure. They will provide the necessary support and vertical stability to ensure that the installation structure will not tilt or become unstable during use.

[0020] In a preferred embodiment, a foot column is fixedly connected to one end of the support column relative to the sliding rod, and a plurality of limit plates are fixedly connected to the upper surface of the sliding rod.

[0021] By adopting the above technical solution, the foot column is used to connect the support column with the ground or foundation, and serves as the base or foundation load of the support column. The limit plate is used to limit the movement range of the lifting hook in the large corridor steel column installation structure.

[0022] In summary, due to the adoption of the above technical solution, the beneficial effects of this application are:

[0023] In the present application, a sliding rod structure that can drive the lifting hook to move is added to a large corridor steel column installation structure, wherein the power module provides power to drive the sliding wheel to slide on the sliding rod, and the track plate can ensure the movement of the lifting hook. The slidable lifting hook can adjust its position along the height of the steel column to adapt to the lifting requirements of different heights or different positions. This enhances the flexibility during the installation process and makes it easier to adjust the position of the lifting point. Since the lifting hook can slide on the steel column, workers can move the lifting equipment to the required position more quickly, thereby reducing the time for handling and resetting, and reducing the relevant manpower and time costs. The slidable lifting hook can ensure that the lifting point is always in the appropriate position, avoiding safety hazards caused by inaccurate or overly concentrated lifting points. This is particularly important for heavy structures such as large corridor steel columns, which can ensure that the lifting process is safe and controllable. The slidable lifting hook structure allows workers to control and adjust the lifting point more accurately, thereby improving the efficiency and effectiveness of the overall operation. Workers can complete the lifting operation more quickly, speeding up the installation progress. In different construction sites or installation environments, various obstacles or space restrictions may be encountered. The slidable lifting hook can flexibly cope with various complex engineering conditions, improving the adaptability and flexibility of construction. In summary, the addition of a slidable lifting hook structure can significantly improve the installation efficiency, safety and flexibility of large corridor steel columns, and is one of the common optimization solutions in modern construction projects. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of the overall structure in this application;

[0025] Figure 2 This is a schematic diagram of the sliding rod structure in this application;

[0026] Figure 3 This is a schematic diagram of the hook lock structure in this application;

[0027] Figure 4 This is a schematic diagram of the support frame structure in this application.

[0028] Markings in the figure: 1. Sliding rod; 2. Sliding wheel; 3. Sliding base; 4. Power module; 5. Connecting rod; 6. Track plate; 7. Adsorption pulley; 8. Connecting block; 9. Motor; 10. Coil turns; 11. Limiting coil frame; 12. Connecting slider; 13. Lifting hook; 14. Support column; 15. Foot column; 16. Limiting plate. DETAILED DESCRIPTION

[0029] In order to make the purpose, technical scheme and advantages of the embodiments of the present application clearer, the technical scheme in the embodiments of the present application will be clearly and completely described below in combination with the embodiments of the present application. Obviously, the described embodiments are part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0030] Reference Figure 1-4 ,

[0031] Example:

[0032] Reference Figure 1-2 , a sliding wheel 2 is slidably connected to the inner side of the slide groove opened on the upper surface of the slide bar 1, a sliding base 3 is arranged on the upper end of the sliding wheel 2, a power module 4 is arranged on one side of the sliding base 3, a connecting rod 5 is arranged on one side of the sliding base 3, and track plates 6 are fixedly connected to both sides of the connecting rod 5. A sliding rod structure that can drive the lifting hook to move is added to a large corridor steel column installation structure, wherein the power module 4 provides power to drive the sliding wheel 2 to slide on the slide bar 1, and the track plate 6 can ensure the movement of the lifting hook. The slidable lifting hook can adjust its position along the height of the steel column to meet the hoisting requirements of different heights or different positions. This enhances the flexibility during the installation process and makes it easier to adjust the position of the lifting point. Since the lifting hook can slide on the steel column, workers can move the lifting equipment to the required position more quickly, thereby reducing the time for handling and resetting, and reducing the relevant labor costs and time costs. The slidable lifting hook can ensure that the lifting point is always in the appropriate position, avoiding safety hazards caused by inaccurate or overly concentrated lifting points. This is especially important for heavy structures such as large corridor steel columns, which can ensure that the lifting process is safe and controllable. The sliding lifting hook structure allows workers to control and adjust the lifting points more accurately, thereby improving the efficiency and effectiveness of the overall operation. Workers can complete the lifting operation more quickly, speeding up the installation progress. In different construction sites or installation environments, various obstacles or space restrictions may be encountered. The sliding lifting hook can flexibly respond to various complex engineering conditions and improve the adaptability and flexibility of construction. In summary, the addition of a sliding lifting hook structure can significantly improve the installation efficiency, safety and flexibility of large corridor steel columns, and is one of the common optimization solutions in modern construction projects.

[0033] Reference Figure 1-3, a plurality of suction pulleys 7 are provided at one end of the track plate 6, and a connecting block 8 is provided at the lower end of the suction pulley 7. The suction pulleys 7 are used to provide support and movement support for the lifting hook. They help the lifting hook move along the desired path by providing a fulcrum and a sliding surface while ensuring stability and safety. The connecting block 8 connects the suction pulley 7 and the motor 9, which ensures the stability of the overall structure.

[0034] Reference Figure 3 A motor 9 is provided at one end of the connecting block 8 relative to the adsorption pulley 7. The motor 9 provides power so that the hoisting operation can be performed automatically or semi-automatically, thereby improving the operating efficiency and accuracy.

[0035] Reference Figure 3 The motor 9 is provided with coil turns 10. The coil turns 10 are twisted by multiple strands of steel ropes, which can ensure the normal operation of the crane.

[0036] Reference Figure 3 A plurality of limiting coil frames 11 are provided on one side of the motor 9. The limiting coil frames 11 are used to limit the movement of the coil turns 10 to ensure that the moving parts work within a safe and effective operating range.

[0037] Reference Figure 3 A connecting slider 12 is provided on one side of the coil turn 10, and a lifting hook 13 is provided at the lower end of the connecting slider 12. The connecting slider 12 can ensure the safety of the limiting coil frame 11 when in use, which ensures the stability and accuracy during the lifting process. The lifting hook 13 is an important device for hanging and lifting heavy objects. In the large corridor steel column installation structure, the lifting hook 13 is installed at the end of the lifting equipment for mounting and moving heavy structural parts, such as steel columns or other components.

[0038] Reference Figure 1 , Figure 4 The lower end of the slide bar 1 is fixedly connected with a plurality of support columns 14. The support columns 14 play the role of supporting and stabilizing the structure in the large corridor steel column installation structure. They provide the necessary support and vertical stability to ensure that the installation structure will not tilt or become unstable during use.

[0039] Reference Figure 4 The support column 14 is fixedly connected to one end of the slide bar 1 with a foot column 15, and the upper surface of the slide bar 1 is fixedly connected to a plurality of limit plates 16. The foot column 15 is used to connect the support column with the ground or foundation, and serves as the base or foundation of the support column. The limit plate 16 is used to limit the movement range of the lifting hook in the large corridor steel column installation structure.

[0040] The implementation principle of the embodiment of the large corridor steel column installation structure of the present application is:

[0041] A sliding rod structure that can drive the lifting hook to move is added to a large corridor steel column installation structure. The sliding lifting hook can adjust its position along the height of the steel column to meet the lifting requirements of different heights or different positions. This enhances the flexibility during the installation process and makes it easier to adjust the position of the lifting point. Since the lifting hook can slide on the steel column, workers can move the lifting equipment to the required position more quickly, thereby reducing the time for handling and resetting, and reducing the related labor and time costs. The sliding lifting hook can ensure that the lifting point is always in the appropriate position, avoiding safety hazards caused by inaccurate or overly concentrated lifting points. This is particularly important for heavy structures such as large corridor steel columns, which can ensure that the lifting process is safe and controllable. The sliding lifting hook structure allows workers to control and adjust the lifting points more accurately, thereby improving the efficiency and effectiveness of the overall operation. Workers can complete the lifting operation more quickly, speeding up the installation progress. Various obstacles or space restrictions may be encountered in different construction sites or installation environments. The sliding lifting hook can flexibly cope with various complex engineering conditions and improve the adaptability and flexibility of construction. In summary, the addition of a sliding lifting hook structure can significantly improve the installation efficiency, safety and flexibility of large corridor steel columns, and is one of the common optimization solutions in modern construction projects.

[0042] The above embodiments are only used to illustrate the technical solutions of the present application, rather than to limit them. Although the present application has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. 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 application.

Claims

1. A large corridor steel column installation structure, comprising a slide bar (1), characterized in that: A sliding wheel (2) is slidably connected to the inner side of a sliding groove provided on the upper surface of the sliding rod (1); a sliding base (3) is provided at the upper end of the sliding wheel (2); a power module (4) is provided on one side of the sliding base (3); a connecting rod (5) is provided on one side of the sliding base (3); and track plates (6) are fixedly connected to both sides of the connecting rod (5).

2. A large corridor steel column installation structure as claimed in claim 1, characterized in that: A plurality of adsorption pulleys (7) are arranged at one end of the track plate (6), and a connecting block (8) is arranged at the lower end of the adsorption pulley (7).

3. A large corridor steel column installation structure as claimed in claim 2, characterized in that: A motor (9) is provided at one end of the connection block (8) relative to the adsorption pulley (7).

4. A large corridor steel column installation structure as claimed in claim 3, characterized in that: Coil turns (10) are arranged inside the motor (9).

5. A large corridor steel column installation structure as claimed in claim 3, characterized in that: A plurality of limiting coil frames (11) are arranged on one side of the motor (9).

6. A large corridor steel column installation structure as claimed in claim 4, characterized in that: A connecting slider (12) is provided on one side of the coil turn (10), and a lifting hook (13) is provided at the lower end of the connecting slider (12).

7. A large corridor steel column installation structure as claimed in claim 1, characterized in that: The lower end of the sliding rod (1) is fixedly connected to a plurality of supporting columns (14).

8. A large corridor steel column installation structure as claimed in claim 7, characterized in that: One end of the support column (14) relative to the sliding rod (1) is fixedly connected to a foot column (15), and the upper surface of the sliding rod (1) is fixedly connected to a plurality of limit plates (16).

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