Special multi-connected lifting appliance for prefabricated cable trench

By designing a special multi-connected sling for prefabricated cable trench, multiple prefabricated cable trench components are lifted at one time using the rope holes on the rope plate, the problem of low lifting efficiency of the existing technology small and medium-sized prefabricated concrete components is solved, and an efficient and safe lifting process is achieved.

CN222630827UActive Publication Date: 2025-03-18JIANGSU XINGOU INTELLIGENT MFG TECH CO LTD
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Patent Information

Application Number
CN202421013169.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-11
Publication Date
2025-03-18
Estimated Expiration
2034-05-11

AI Technical Summary

Technical Problem

The prior art is difficult to achieve rapid batch lifting and transportation of small precast concrete components, resulting in high workload and high risk for workers, especially in large projects, which cannot meet the efficient transfer and handling needs of components.

Method used

A special multi-connected sling for prefabricated cable trench is designed, including hanging beams, rope plates, hooks and wire ropes. Multiple prefabricated cable trench components are lifted at one time through several rope holes on the rope plate to improve lifting efficiency and reduce labor costs.

Benefits of technology

It realizes simultaneous lifting of multiple prefabricated cable trench components, improves lifting efficiency, reduces labor costs and lifting safety, and reduces the number of driving lifting times and improves lifting speed.

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Abstract

The utility model relates to a special multi-union lifting appliance for a prefabricated cable trench, which comprises a lifting beam, a rope plate, a hook and a steel wire rope, and the hook is a self-locking hook. The top of the hanging beam is connected with a steel wire rope, the two sides of the bottom of the hanging beam are fixedly connected with rope plates respectively, a plurality of rope holes are evenly formed in the rope plates in the extending direction of the hanging beam, and the rope plates are connected with hooks through the rope holes in cooperation with hanging ropes. Therefore, the multi-connection lifting appliance is provided with a plurality of slings and lifting hooks, a plurality of small concrete prefabricated parts of prefabricated cable ducts can be lifted at the same time, the crane lifting frequency is greatly reduced, the lifting speed is increased, and the production cost is reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of electric power construction, in particular to a multi-joint hanger for small prefabricated concrete components, in particular to a special multi-joint hanger for prefabricated cable trenches. Background Art

[0002] Prefabricated structures have been widely used in various construction scenarios. The main features of prefabricated cable trenches are small prefabricated concrete components, large quantities, and large scale. At present, the production of such small prefabricated components in factories is mainly carried out manually or by forklifts, which cannot achieve fast, batch lifting and transportation operations, which not only increases the workload of workers, but also increases the danger of work. Especially when it comes to large-scale projects, the number of prefabricated cable trench components reaches a certain scale, and the traditional handling methods can no longer meet the efficiency requirements of on-site transportation and loading of such components. Utility Model Content

[0003] The utility model aims to provide a multi-joint hanger specially used for prefabricated cable trenches to solve the problems encountered in the above-mentioned background technology.

[0004] To achieve the above purpose, the technical solution of the utility model is as follows:

[0005] A multi-link hanger for prefabricated cable trenches, comprising a hanger beam, a rope plate, a hook and a steel wire rope, wherein the hook is a self-locking hook. The top of the hanger beam is connected to the steel wire rope, and the two sides of the bottom of the hanger beam are respectively fixedly connected to the rope plate, and a plurality of rope holes are evenly opened on the rope plate along the extension direction of the hanger beam, and the rope plate is connected to the hook through the rope holes in cooperation with the hanger rope.

[0006] In the above scheme, the suspension beam includes a top connection part, a pull rod, a bottom connection part, and a side rod. The two sides of the top connection part are connected to the bottom connection part through the pull rod, and the two ends of the top connection part are connected to the bottom connection part through the side rod.

[0007] In the above solution, a lifting lug is provided on the top of the top connecting portion, and the top connecting portion is connected to the steel wire rope via the lifting lug.

[0008] In one embodiment, a reinforcing rib is connected between the top connection part and the bottom connection part, the reinforcing rib is arranged obliquely, and the reinforcing rib and the pull rod form a triangular fixing structure. A strip-shaped hole-adjusting plate is fixed on the top of the top connection part, and mounting holes are evenly opened on the hole-adjusting plate. The hole-adjusting plate is connected to the lifting lugs through the mounting holes and screws. Two lifting lugs are symmetrically arranged at the same position on the top of the top connection part, and the middle part is connected by a pin shaft, and the wire rope is wound around the pin shaft.

[0009] In one embodiment, a support rod is further provided inside the suspension beam, the support rod is vertically arranged, and at least one support rod is provided, the top of the support rod is fixedly connected to the top connecting portion, and the bottom of the support rod is fixedly connected to the bottom connecting portion. The bottom two sides of the bottom connecting portion are fixedly connected to the rope plate, and a fastener is provided on the outer side of each rope hole on the bottom connecting portion.

[0010] Compared with the prior art, the beneficial effects of the utility model are as follows: multiple prefabricated cable trench components can be lifted at one time through a number of rope holes on the rope plate, which can improve the lifting efficiency of the prefabricated cable trench, reduce labor costs and improve lifting safety. In addition, because rope plates are provided on both sides of the bottom of the lifting beam, when lifting the prefabricated cable trench components, two hooks are used for each prefabricated concrete component, which can improve the lateral stability of the component during lifting. After the lifting, the prefabricated cable trench components have been arranged in a certain order, which also saves the time for rearrangement. Therefore, this multi-link hoist has multiple slings and hooks, which can realize the simultaneous lifting of multiple small prefabricated concrete components of prefabricated cable trenches, greatly reducing the number of crane lifting times, improving the lifting speed and reducing production costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] The disclosure of the present invention is described with reference to the accompanying drawings. It should be understood that the drawings are only for illustrative purposes and are not intended to limit the scope of protection of the present invention. In the accompanying drawings, the same reference numerals are used to refer to the same components. Among them:

[0012] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0013] Figure 2 It is a side view structural schematic diagram of the utility model;

[0014] Figure 3 It is a front view structural schematic diagram of one embodiment of the utility model;

[0015] Figure 4 It is a schematic side view of the structure of one embodiment of the present invention.

[0016] Numbers in the figure: 1- hanging beam; 11- top connection part; 12- pulling rod; 13- bottom connection part; 14- side rod; 15- adjusting hole plate; 16- reinforcing rib; 17- supporting rod; 2- rope plate; 21- rope hole; 22- fastener; 3- hook; 31- hanging rope; 4- wire rope; 41- lifting ear; 42- pin shaft. DETAILED DESCRIPTION

[0017] In order to make the technical means, creative features, objectives and effects of the utility model easier to understand, the utility model is now further described in detail with reference to the accompanying drawings. These drawings are simplified schematic diagrams, which only illustrate the basic structure of the utility model in a schematic manner, and therefore only show the relevant components of the utility model.

[0018] According to the technical solution of the utility model, without changing the essential spirit of the utility model, a person skilled in the art can propose a variety of interchangeable structural modes and implementation modes. Therefore, the following specific implementation modes and drawings are only exemplary descriptions of the technical solution of the utility model, and should not be regarded as the entirety of the utility model or as a limitation or restriction to the technical solution of the utility model.

[0019] The technical solution of the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments.

[0020] Embodiment 1, as Figure 1 and Figure 2 As shown, a multi-joint hanger for prefabricated cable trenches includes a hanger beam 1, a rope plate 2, a hook 3 and a steel wire rope 4, wherein the hanger beam 1 is assembled by welding, and the hook 3 is a self-locking hook during implementation, which has the function of preventing the hanging parts from falling off, and is particularly suitable for suspending small cable trench prefabricated parts. The hanger beam 1 is set as a truss structure, which has a simple structure, low cost and safety.

[0021] The top of the hanging beam 1 is connected to the steel wire 4, and the steel wire 4 is pulled and lifted by a crane or a crane. The bottom two sides of the hanging beam 1 are fixedly connected to the rope plate 2 respectively. The rope plate 2 is evenly provided with a plurality of rope holes 21 along the extension direction of the hanging beam 1. The rope plate 2 is connected to the hook 3 through the rope holes 21 and the hanging rope 31. Through the rope holes 21 on the rope plate 2, multiple prefabricated cable trench components can be lifted at one time, which can improve the lifting efficiency of the prefabricated cable trench, reduce labor costs and improve lifting safety.

[0022] Because rope plates 2 are arranged on both sides of the bottom of the lifting beam 1, when lifting the prefabricated cable trench components, each concrete prefabricated component uses two hooks, which can improve the lateral stability of the component during the lifting process. After the lifting, the prefabricated cable trench components have been arranged in a certain order, which also saves the time of rearrangement.

[0023] During implementation, specifically, the suspension beam 1 includes a top connection part 11, a tie rod 12, a bottom connection part 13, and a side rod 14. Both sides of the top connection part 11 are welded together with the bottom connection part 13 through the tie rod 12, and both ends of the top connection part 11 are welded together with the bottom connection part 13 through the side rod 14.

[0024] In addition, for example, to facilitate lifting with the steel wire rope 4, a lifting lug 41 is provided at the top of the top connection part 11, and the top connection part 11 is connected to the steel wire rope 4 through the lifting lug 41 to form a stable pulling. For example, to facilitate pulling, at least two lifting lugs 41 can be provided, and the multi-link hoist is lifted by passing one or more steel wire ropes 4 through the lifting lugs 41.

[0025] Embodiment 2, on the basis of embodiment 1, a reinforcing rib 16 is further connected between the top connecting portion 11 and the bottom connecting portion 13, the reinforcing rib 16 is arranged obliquely, and the reinforcing rib 16 and the pull rod 12 form a triangular fixing structure. After the reinforcing rib 16 is installed, the overall stability of the suspension beam 1 can be improved, and higher load performance can be provided.

[0026] As a preferred solution, a strip-shaped hole-adjusting plate 15 is fixed to the top of the top connection part 11, and mounting holes are evenly opened on the hole-adjusting plate 15. The hole-adjusting plate 15 is connected to the lifting lug 41 through the mounting holes and screws. By setting the hole-adjusting plate 15, the position of the upper hanging point can be adjusted, which is suitable for the state of eccentric loading, and the best position can be determined after trial hanging.

[0027] When implementing, see Figure 4 Two lifting ears 41 are symmetrically arranged at the same position on the top of the top connection part 11, and the middle part is connected by a pin 42, and the wire rope 4 is wound around the pin 42. That is to say, two lifting ears 41 form a group and are installed on the top connection part 11, and at least two groups are arranged on the top connection part 11. The wire rope 4 is wound around the pin 42 to automatically adjust the pulling force point, thereby lifting the multi-link hoist.

[0028] Example 3, based on Example 1 or 2, please refer to Figure 4 The interior of the suspension beam 1 is also provided with a support rod 17, which is vertically arranged, and at least one support rod 17 is provided to stably support the interior of the suspension beam 1. The top of the support rod 17 is fixedly connected to the top connection part 11, and the bottom of the support rod 17 is fixedly connected to the bottom connection part 13. In this embodiment, the top connection part 11 is a truss welded by angle steel, and the bottom connection part 13 can also be a truss structure welded by angle steel.

[0029] As a preferred solution, the bottom two sides of the bottom connecting part 13 are fixedly connected to the rope plate 2, and a fastener 22 is provided on the outer side of each rope hole 21 on the bottom connecting part 13. The fastener 22 is a U-shaped structure with mounting holes on both sides, and is used to be nested on the outer side of the rope hole 21 when in use, so as to improve the fastening of the hanging rope 31 and prevent the small contact area from being easily worn.

[0030] The multi-joint lifting device described in the above three embodiments is used to lift the multi-joint lifting device to a designated position above the precast concrete component of the cable trench to be lifted by a crane. After it is lowered to a certain height, the worker connects the hook 3 on the lifting device to the lifting ring on the component. Each cable trench component is connected with two hooks 3, which can improve the stability of the component during lifting. After connecting multiple cable trench components, the on-site workers will pre-lift them and confirm that there is no unhooking before carrying out the formal lifting work. After the operation reaches the designated location, it will be slowly lowered. After the cable trench concrete component is stably lowered, the hook 3 and the lifting ring are removed. At this time, the lifting operation of the precast concrete component of the cable trench is completed.

[0031] It is worth noting that during the production process, two lifting points are embedded in the prefabricated concrete components of the cable trench, and they are arranged in order after production is completed. After the prefabricated cable trench components are hoisted, they have been arranged in a certain order, which also saves the time of rearrangement. Each cable trench component is connected with two hooks, which can control the displacement of one degree of freedom of the cable trench component during the lifting process and ensure the stability during the lifting process. After the workers connect multiple cable trench components, they pre-lift the multi-link hoist and confirm that there is no unhooking before carrying out the formal lifting work. During the lifting process, it is necessary to always observe whether the posture of the hoisting device has undergone significant deformation or overturning. After the lifting operation reaches the designated location, it is slowly lowered. After the concrete components are stably lifted, the hooks and rings are removed. The lifting operation of the prefabricated concrete components is completed, and the components are also placed in an orderly manner.

[0032] The specific implementation methods described above further illustrate the purpose, technical solutions and beneficial effects of the utility model in detail. It should be understood that the above description is only the specific implementation method of the utility model and is not used to limit the protection scope of the utility model. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the utility model should be included in the protection scope of the utility model.

Claims

1. A multi-joint hanger for prefabricated cable trench, characterized by: The utility model comprises a suspension beam (1), a rope plate (2), a hook (3) and a steel wire rope (4), wherein the top of the suspension beam (1) is connected to the steel wire rope (4), and the bottom two sides of the suspension beam (1) are respectively fixedly connected to the rope plate (2), and a plurality of rope holes (21) are evenly opened on the rope plate (2) along the extension direction of the suspension beam (1), and the rope plate (2) is connected to the hook (3) through the rope holes (21) and the suspension rope (31); The suspension beam (1) comprises a top connection portion (11), a pull rod (12), a bottom connection portion (13), and a side rod (14); both sides of the top connection portion (11) are connected to the bottom connection portion (13) via the pull rod (12), and both ends of the top connection portion (11) are connected to the bottom connection portion (13) via the side rod (14); A reinforcing rib (16) is also connected between the top connecting portion (11) and the bottom connecting portion (13); the reinforcing rib (16) is arranged obliquely, and the reinforcing rib (16) and the pull rod (12) form a triangular fixing structure.

2. The multi-link hanger for prefabricated cable trench according to claim 1, characterized in that: A lifting lug (41) is provided at the top of the top connection portion (11), and the top connection portion (11) is connected to the steel wire rope (4) via the lifting lug (41).

3. The multi-joint hanger for prefabricated cable trench according to claim 2, characterized in that: A strip-shaped hole-adjusting plate (15) is fixed to the top of the top connecting portion (11), mounting holes are evenly formed on the hole-adjusting plate (15), and the hole-adjusting plate (15) is connected to the lifting ears (41) through screws in the mounting holes.

4. The multi-link hanger for prefabricated cable trench according to claim 2, characterized in that: Two lifting ears (41) are symmetrically arranged at the same position on the top of the top connecting portion (11), and are connected in the middle by a pin shaft (42), and the steel wire rope (4) is wound around the pin shaft (42).

5. The multi-link hanger for prefabricated cable trench according to claim 1, characterized in that: Both sides of the bottom of the bottom connecting portion (13) are fixedly connected to the rope plate (2), and a fastener (22) is provided on the outer side of each rope hole (21) on the bottom connecting portion (13).

6. The multi-link hanger for prefabricated cable trench according to claim 1, characterized in that: A support rod (17) is also provided inside the suspension beam (1), and the support rod (17) is vertically arranged, and at least one support rod (17) is provided, the top of the support rod (17) is fixedly connected to the top connecting portion (11), and the bottom of the support rod (17) is fixedly connected to the bottom connecting portion (13).

7. The multi-joint hanger for prefabricated cable trench according to claim 1, characterized in that: The hook (3) is a self-locking hook.