Rail type hoisting system

By setting up a feeding platform for the rail-type lifting system in the working space, and using the crane trolley to directly lift equipment and concrete, the problems of cable machine hook efficiency limitation and cumbersome operation of fabric rods are solved, and efficient and safe concrete pouring is achieved.

CN223087452UActive Publication Date: 2025-07-11CHINA THREE GORGES PROJECTS DEV CO LTD
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Patent Information

Application Number
CN202422302528.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-20
Publication Date
2025-07-11
Estimated Expiration
2034-09-20

AI Technical Summary

Technical Problem

In the prior art, the cable machine hook limits the pouring efficiency of large volume concrete, and the installation structure of the fabric rod is complex and cumbersome, which affects construction efficiency and safety.

Method used

The rail-type lifting system is adopted, by setting up feeding platforms on one or both sides of the working space, and using a lifting trolley to lift the equipment and concrete to the construction work area, canceling the installation of multiple fabric rods to simplify operation.

Benefits of technology

It improves the efficiency of pouring large-volume concrete, simplifies the operation process, enhances construction safety and efficiency, and reduces construction period.

✦ Generated by Eureka AI based on patent content.

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Abstract

A rail type hoisting system comprises at least two flat top beams used for crossing an operation space for installation, the flat top beams are parallel to each other, first rails are installed on the flat top beams, at least one hoisting trolley is installed on the first rails on every two adjacent flat top beams, and a material receiving platform is arranged on one side or two sides of the operation space. And the material receiving platform is positioned below the flat top beam. The material receiving platform is arranged on one side or two sides of the operation space, equipment or operation materials on the material receiving platform can be hoisted to the construction operation area through the crane carriage, concrete can be directly hoisted to the construction operation area through the material tank, a plurality of material distributing rods do not need to be installed, and operation is simpler.
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Description

Technical Field

[0001] The utility model relates to the technical field of mass concrete construction equipment, in particular to an orbital lifting system. Background Technique

[0002] The casting of canyon-type mass concrete has always been a difficult problem in construction. How to efficiently cast under the premise of ensuring safety is of great significance to the project construction. At present, for the casting of mass concrete in a working space, a cable crane is generally used, and there is only one hook on a cable crane, which limits the concrete casting efficiency and thus the construction period of mass concrete casting.

[0003] In Chinese Patent Document CN212503681U, the publication (announcement) date: February 9, 2021, a steel truss crane construction device for efficient casting of dam concrete is disclosed. It includes a steel truss crane spanning both banks of the dam, horizontal slide rails arranged in the upstream and downstream directions of the dam shoulders on both banks, a feeding platform, and a material taking platform. A guide rail is provided at the bottom of the steel truss crane, and the guide rail is connected to a material tank and a distributing boom respectively through steel wires and pulleys. Its characteristics are: it can ensure continuous, efficient, and high-strength casting construction of dam concrete, improve the concrete casting efficiency, provide the condition for pouring the whole warehouse, effectively shorten the construction period, can adapt to adverse conditions such as running in complex environments, improve the concrete casting quality, has great economic benefits, and effectively guarantees the safety level of the construction site; its disadvantages are that when casting the dam, multiple distributing booms need to be installed in the working space, the installation structure is relatively complex, and during the casting process, the position of the distributing boom needs to be adjusted according to the construction working area, and the operation is relatively cumbersome. Summary of the Utility Model

[0004] To solve the current technical problems, the main purpose of the utility model is to provide an orbital lifting system. By providing a feeding platform on one side or both sides of the working space, the equipment or working materials on the feeding platform can be lifted and transported to the construction working area by a lifting trolley, and the concrete can also be directly lifted and transported to the construction working area through a material tank. There is no need to install multiple distributing booms, and the operation is simpler.

[0005] The technical solution adopted by the utility model is: an orbital lifting system, including at least two flat top beams installed for spanning a working space, each of the flat top beams being parallel to each other, a first track being installed on the flat top beams, at least one lifting trolley being installed on the first tracks on two adjacent flat top beams, a feeding platform being provided on one side or both sides of the working space, and the feeding platform being located below the flat top beams.

[0006] A main platform is provided at the end of the flat-topped beam. The feeding platform is connected to the main platform through a road. The main platform and the feeding platform are located on the same side of the working space, or main platforms and feeding platforms are provided on both sides of the working space.

[0007] A plurality of second tracks are installed on the main platform at the end of the flat-topped beam, and each second track is aligned with the first track on the flat-topped beam respectively.

[0008] The flat-topped beam includes a main beam and an arch beam, and the arch beam is connected to the lower side of the main beam through a vertical brace.

[0009] Foundation platforms are respectively provided on both sides of the working space. The two ends of the main beam are respectively installed on the upper side surfaces of the foundation platforms on both sides, and the two ends of the arch beam are respectively installed on the side surfaces of the opposite sides of the foundation platforms on both sides.

[0010] Support columns are respectively installed at the two ends of the main beam, and a base plate is installed at the bottom of the support column. The base plate is fixedly installed and connected to the foundation platform.

[0011] The hoisting trolley includes a traveling vehicle body. Two roller track wheels are respectively installed at the positions corresponding to the first tracks on two adjacent flat-topped beams at the bottom of the traveling vehicle body. The traveling vehicle body travels on the first track through the drive of the roller track wheels. A hoisting system is installed inside the traveling vehicle body. The steel wire rope of the hoisting system extends downward from between two adjacent flat-topped beams, and a hook is installed at the lower end of the steel wire rope through a movable pulley.

[0012] The utility model has the following beneficial effects:

[0013] 1. By providing a feeding platform on one side or both sides of the working space, the utility model can hoist the equipment or working materials on the feeding platform to the construction working area through the hoisting trolley, and can also directly hoist the concrete to the construction working area through the material tank, without installing a plurality of distributing booms, and the operation is simpler.

[0014] 2. On one side or both sides of the working space of the utility model, a main platform is provided at the end of the flat-topped beam. The feeding platform is connected to the main platform through a road, so that construction vehicles, equipment or materials can drive or be transported to the feeding platform through the road.

[0015] 3. A plurality of second tracks are installed on the main platform at the end of the flat-topped beam of the utility model, and each second track is aligned with the first track on the flat-topped beam respectively, which facilitates the hoisting trolley to enter the flat-topped beam through the second track for hoisting operations. Description of the Drawings

[0016] To more clearly illustrate the specific embodiments of the present utility model or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the specific embodiments or the prior art. Obviously, the drawings in the following description are some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0017] Figure 1 It is a front view structural schematic diagram of the present utility model.

[0018] Figure 2 It is a top view structural schematic diagram of the present utility model.

[0019] In the figure:

[0020] Operation space 10, basic platform 11, feeding platform 12, road 13;

[0021] Main platform 20, second track 21;

[0022] Flat top beam 100, main beam 101, arch beam 102, vertical brace 103, support column 104, base plate 105, first track 110;

[0023] Lifting trolley 200, traveling vehicle body 201, steel wire rope 202, movable pulley 203, hook 204. Specific embodiments

[0024] The following will clearly and completely describe the technical solutions of the present utility model in conjunction with the drawings. Obviously, the described embodiments are some embodiments of the present utility model, rather than all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the protection scope of the present utility model.

[0025] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the present utility model. In addition, the terms "first", "second", "third" are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.

[0026] In the description of the present utility model, it should be noted that unless otherwise clearly specified and defined, the terms "installation", "connection", and "coupling" 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 an indirect connection through an intermediate medium, and it can be the communication inside two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0027] In addition, the technical features involved in different embodiments of the present utility model described below can be combined with each other as long as they do not conflict with each other.

[0028] Embodiment 1:

[0029] Refer to Figure 1-2 As shown, an orbital lifting system includes at least two flat top beams 100 installed to span the working space 10. Each of the flat top beams 100 is parallel to each other. A first track 110 is installed on the flat top beam 100. At least one lifting trolley 200 is installed on the first tracks 110 of two adjacent flat top beams 100. A feeding platform 12 is provided on one side or both sides of the working space 10, and the feeding platform 12 is located below the flat top beam 100. By providing the feeding platform 12 on one side or both sides of the working space 10, the equipment or working materials on the feeding platform 12 can be hoisted to the construction working area by the lifting trolley 200, and the concrete can also be directly hoisted to the construction working area through the hopper, without installing multiple distributing booms, and the operation is simpler.

[0030] Every two flat top beams 100 form a group, and the lifting trolley 200 is installed on a group of flat top beams 100. Refer to Figure 2 , four flat top beams 100 are shown in the figure, which is three groups.

[0031] The lifting trolley 200 adopts a structure similar to that of the lifting trolley on a bridge crane and is used to hoist equipment materials and hoppers through a lifting appliance.

[0032] The working space 10 includes V-shaped valleys such as canyons, valleys, and river valleys.

[0033] Furthermore, a main platform 20 is provided at the end of the flat top beam 100. The feeding platform 12 is connected to the main platform 20 through a road 13, so that construction vehicles, equipment, or materials can drive or be transported to the feeding platform 12 through the road. Specifically, the main platform 20 and the feeding platform 12 are located on the same side of the working space 10, or main platforms 20 and feeding platforms 12 are provided on both sides of the working space 10.

[0034] Further, a plurality of second tracks 21 are installed at the end of the flat-top beam 100 on the main platform 20, and the second tracks 21 are respectively aligned with the first tracks 110 on the flat-top beam 100, which facilitates the hoisting trolley 200 to enter the flat-top beam 100 through the second tracks 21 for hoisting operations.

[0035] See Figure 1 , the flat-top beam 100 includes a main beam 101 and an arch beam 102, and the arch beam 102 is connected to the lower side of the main beam 101 through a vertical strut 103. Through the combined installation of the main beam 101, the arch beam 102 and the vertical strut 103, the structural strength of the flat-top beam 100 is ensured.

[0036] Further, foundation platforms 11 are respectively arranged on both sides of the working space 10, and both ends of the main beam 101 are respectively installed on the upper side surfaces of the foundation platforms 11 on both sides, which is convenient for installation and fixation; both ends of the arch beam 102 are respectively installed on the side surfaces of the opposite sides of the foundation platforms 11 on both sides. When the arch beam 102 is compressed, since both ends are rigidly connected, the deformation of the arch beam 102 can be reduced, so that the flat-top beam 100 has a greater load-bearing capacity.

[0037] Specifically, support columns 104 are respectively installed at both ends of the main beam 101, a base plate 105 is installed at the bottom of the support column 104, and the base plate 105 is fixedly installed and connected to the foundation platform 11, which is convenient for the installation and fixation of the main beam 101.

[0038] In this embodiment, the hoisting trolley 200 includes a traveling vehicle body 201. Two roller track wheels are respectively installed at the positions corresponding to the first tracks 110 on two adjacent flat-top beams 100 at the bottom of the traveling vehicle body 201. The traveling vehicle body 201 travels on the first tracks 110 through the drive of the roller track wheels. A hoisting system is installed inside the traveling vehicle body 201. The steel wire rope 202 of the hoisting system extends downward from between two adjacent flat-top beams 100, and a hook 204 is installed at the lower end of the steel wire rope 202 through a movable pulley 203.

[0039] When the hoisting trolley 200 moves onto the second track 21 or changes tracks, the steel wire rope 202 and the hook 204 are retracted and placed on the traveling vehicle body 201 to prevent the steel wire rope 202 and the hook 204 from interfering with the main platform 20.

[0040] Embodiment 2:

[0041] This patent adopts the flat-top arch beam structure form, specifically, multiple groups of flat-top beams 100 are fixedly installed in parallel on the foundation platforms 11 set in advance on both sides of the working space 10. In principle, the flat-top beams 100 completely cover the pouring area of the working space 10 below.

[0042] The main beam 101 of the flat-top beam 100 is reliably installed on the foundation platform 11 through the foundation plate 105 and bolts. Of course, the method of embedding a buried plate on the foundation platform 11 can also be adopted, and then the foundation plate 105 is reliably connected to the buried plate by welding.

[0043] In order to strengthen the strength and load-bearing capacity of the main beam 101, an arch beam 102 and a vertical brace 103 are arranged under the main beam 101. The two ends of the arch beam 102 reliably abut against the outer vertical surface of the foundation platform 11. Of course, various methods such as the two ends of the arch beam directly abutting against the vertical surface of the foundation platform, the buried plate welding method, and the bolt connection can also be adopted. For the convenience of installation and improvement of the load-bearing capacity of the above steel structure, a steel structure with a higher strength grade can be used, such as 800MPa or 1000MPa grade, and the structural form of I-beam is preferably selected.

[0044] A first track 110 is arranged above the main beam 101, and multiple groups of second tracks 21 are also arranged on the main platforms 20 on both sides of the working space in alignment and at the same elevation as the first track 110. This facilitates the hoisting trolley 200 to enter the main beam 101 from the main platform 20 through the second track 21 for hoisting operations. One or more hoisting trolleys 200 can be configured on a group of flat-top beams 100 according to needs and load-bearing conditions. The hoisting trolley 200 consists of a traveling vehicle body 201 and traveling wheels to form a traveling mechanism. A lifting winch system is installed in the trolley. The steel wire rope 202 wound on the lifting winch system is connected to the hook 204 through a lower connecting movable pulley 203 for hoisting objects or pouring operations.

[0045] A feeding platform 12 is arranged below the main platform 20. The feeding platform 12 is used for vehicles or equipment to transport construction materials or concrete loaded in a lifting bucket to this platform and then the concrete is hoisted into the construction position by the hook of the trolley. The feeding platform 12 is connected to the main platform 20 through a road 13 arranged on the main platform 20, so that construction vehicles, equipment or materials can drive or be transported to the feeding platform 12 through the road.

[0046] Gravity sensors are arranged under the foundation plates 105 of the support columns 104, and stress gauges are also arranged on the main beam 101, arch beam 102, vertical brace 103 and other parts respectively. Through the real-time detection of the gravity sensors and stress gauges by the system, the matching situation between the actual load and the load-bearing capacity of this patent can be known, so as to make the best use of the load-bearing capacity of the equipment. When a situation close to the load-bearing capacity occurs, safety operations such as timely alarming or shutdown are carried out.

[0047] Avoidance sensors are provided on both sides of the traveling vehicle body 201 of the hoisting trolley 200, which facilitates multiple hoisting trolleys 200 to avoid collision when approaching on the same rail. When two trolleys are relatively close, the avoidance sensors will sense and alarm, and transmit relevant information to the total control system. After analysis and judgment by the total control system, actions such as driving the trolley to leave, avoid, and stop will be issued in a timely manner to ensure the safe operation of each trolley.

[0048] The control of the device of this patent can adopt wired or wireless power supply methods, or both methods can be adopted but used as backups for each other, which can improve the reliability of signal transmission. In principle, the power supply is carried out by laying the line along the main beam and then passing through the trolley on the cable reel, which can ensure reliable power supply.

[0049] Obviously, the above embodiments are only examples given for clear illustration, rather than limitations on the implementation manners. For those of ordinary skill in the art, other different forms of changes or variations can be made based on the above description. It is not necessary and impossible to enumerate all the implementation manners here. And the obvious changes or variations derived therefrom are still within the protection scope of the present invention.

Claims

1. An orbital lifting system, characterized in that: It includes at least two flat top beams (100) installed across the working space (10). Each of the flat top beams (100) is parallel to each other. A first track (110) is installed on the flat top beam (100). At least one hoisting trolley (200) is installed on the first tracks (110) of adjacent two flat top beams (100). A feeding platform (12) is arranged on one side or both sides of the working space (10), and the feeding platform (12) is located below the flat top beam (100).

2. The rail-mounted lifting system according to claim 1, wherein, A main platform (20) is arranged at the end of the flat top beam (100). The feeding platform (12) is connected to the main platform (20) through a road (13). The main platform (20) and the feeding platform (12) are located on the same side of the working space (10), or main platforms (20) and feeding platforms (12) are arranged on both sides of the working space (10).

3. The rail-mounted lifting system according to claim 2, characterized in that, A plurality of second tracks (21) are installed on the main platform (20) at the end of the flat top beam (100), and each of the second tracks (21) is aligned with the first track (110) on the flat top beam (100) respectively.

4. The rail-mounted lifting system according to claim 1, characterized in that, The flat top beam (100) includes a main beam (101) and an arch beam (102), and the arch beam (102) is connected to the lower side of the main beam (101) through a vertical brace (103).

5. An orbital lifting system according to claim 4, characterized in that, Foundation platforms (11) are respectively arranged on both sides of the working space (10). The two ends of the main beam (101) are respectively installed on the upper sides of the foundation platforms (11) on both sides, and the two ends of the arch beam (102) are respectively installed on the sides of the foundation platforms (11) on both sides opposite to each other.

6. The rail-mounted lifting system according to claim 5, characterized in that, Support columns (104) are respectively installed at the two ends of the main beam (101). A base plate (105) is installed at the bottom of the support column (104), and the base plate (105) is fixedly installed and connected to the foundation platform (11).

7. An orbital lifting system according to claim 1, wherein The hoisting trolley (200) includes a traveling vehicle body (201). Two roller track wheels are respectively installed at the positions of the first tracks (110) on adjacent two flat top beams (100) corresponding to the bottom of the traveling vehicle body (201). The traveling vehicle body (201) travels on the first track (110) through the drive of the roller track wheels. A hoisting system is installed inside the traveling vehicle body (201). The steel wire rope (202) of the hoisting system extends downward from between adjacent two flat top beams (100), and a hook (204) is installed at the lower end of the steel wire rope (202) through a movable pulley (203).

Citation Information

Patent Citations

  • Steel truss crane construction device for dam concrete efficient pouring

    CN212503681U