Temporary fixing structure for large-diameter reinforcement cage

By setting up components such as bottom rods and diagonal braces on both sides of the large-diameter steel cage to form a stable support, the problems of large workload and high risk in on-site splicing of large-diameter steel cages are solved, and the stability and safety before hoisting are improved, while reducing costs.

CN223811502UActive Publication Date: 2026-01-20CHINA CONSTR FIRST BUREAU GRP SOUTHEAST CONSTR CO LTD +2
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Patent Information

Application Number
CN202520424419.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-12
Publication Date
2026-01-20
Estimated Expiration
2035-03-12

AI Technical Summary

Technical Problem

During the fabrication of large-diameter steel cages, the on-site splicing work is extensive and risky. Furthermore, the overall fabrication requires a large site, is difficult to hoist, and is costly. The wire rope binding is time-consuming, labor-intensive, and the quality is difficult to guarantee, which can easily lead to accidents.

Method used

A temporary fixing structure for large-diameter steel cages is designed. By setting bottom rods and diagonal braces on both sides of the steel cage, and using components such as hinged seats, hooks, positioning plates and ground pins to form a stable support, the stability of the steel cage before hoisting is ensured. The support components are height-adjustable to accommodate steel cages of different heights.

Benefits of technology

This improved the stability of the steel cage before hoisting, reduced the difficulty of fixing it, avoided safety issues caused by instability, simplified the operation process, and reduced costs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of large-size reinforcement cages, and discloses a temporary fixing structure for a large-diameter reinforcement cage, which comprises a reinforcement cage flatly placed on the ground; bottom rods are arranged at the bottoms of the two sides of the reinforcement cage, inclined supporting rods are arranged between the bottom rods and the reinforcement cage, supporting pieces are arranged between the inclined supporting rods and the bottom rods, hinge seats are arranged at the ends, close to the reinforcement cage, of the bottom rods, hooks are rotationally connected to the hinge seats, and the hooks are in lap joint with main reinforcements of the reinforcement cage. A positioning plate is arranged at the end, away from the reinforcement cage, of the bottom rod, a ground inserting pin is arranged on the positioning plate, the ground inserting pin extends to the position below the ground, a turn buckle is arranged in the middle of the inclined supporting rod, a stopping plate is arranged at the end, close to the reinforcement cage, of the inclined supporting rod, and the stopping plate is attached to the reinforcement cage.
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Description

TECHNICAL FIELD

[0001] The utility model relates to big size reinforcing cage technical field especially relates to a big diameter reinforcing cage temporary fixing structure. BACKGROUND

[0002] At present, in the production process of big diameter reinforcing cage, when the diameter of reinforcing cage is big, it is generally divided into several sections to produce, and then welded and connected at the lifting position, the on-site splicing workload is big, and the risk is high. If the whole is produced, a large site is needed, and the transportation, hoisting is difficult, the construction period is long, and the cost is high. In order to overcome the above-mentioned shortcomings, the way of processing into small units for assembly is adopted, first produced through the trolley, vertically lifted, and produced by the method of on-site splicing. When assembling, the bracket needs to be set up, the trestle is erected, and the personnel stand on the trestle to carry out artificial assembly. Since the steel wire rope is time-consuming and laborious, the binding quality cannot be guaranteed, and the fracture often occurs, which leads to the occurrence of accidents. UTILITY MODEL CONTENTS

[0003] The application provides a big diameter reinforcing cage temporary fixing structure to solve the problems in the background art.

[0004] To solve the above technical problems, the application provides a big diameter reinforcing cage temporary fixing structure, which comprises: a reinforcing cage, which is placed horizontally on the ground. In order to ensure the stability of the reinforcing cage before hoisting, a bottom rod is arranged at the bottom of the two sides of the reinforcing cage, an inclined strut is arranged between the bottom rod and the reinforcing cage, and a support is arranged between the inclined strut and the bottom rod. These structures work together to form a stable support.

[0005] One end of the bottom rod close to the reinforcing cage is provided with a hinged seat, a hook is rotatably connected to the hinged seat, and the hook is lapped on the main reinforcement of the reinforcing cage to increase the fixing effect.

[0006] One end of the bottom rod away from the reinforcing cage is provided with a positioning plate, a ground insertion pin is arranged on the positioning plate, and the ground insertion pin extends below the ground to further stabilize the bottom rod.

[0007] The middle part of the inclined strut is provided with a basket bolt, a stop plate is arranged on one end of the inclined strut close to the reinforcing cage, and the stop plate is attached to the reinforcing cage to improve the stability of the overall structure.

[0008] Preferably, the support comprises an external threaded rod fixedly connected to the bottom rod, a support sleeve arranged at the top of the external threaded rod, and a U-shaped support arranged at the top of the support sleeve, a screw thread is arranged in the support sleeve, the bottom of the support sleeve is sleeved on the external threaded rod, and the top of the support sleeve is rotatably connected with the U-shaped support. This design enables the support to be adjusted in height as needed to adapt to reinforcing cages of different heights.

[0009] Preferably, the inner arc diameter of the hook is not less than the diameter of the main reinforcement of the reinforcement cage, so that the hook can be stably overlapped on the main reinforcement, and the fixing effect is improved.

[0010] Preferably, the hook is an arc-shaped threaded rod, which can better fit the main reinforcement and increase stability.

[0011] Preferably, the bottom rod and the inclined support rod are both channel steels, which have good mechanical properties and bending resistance and are suitable for being used as support structures.

[0012] Preferably, the outer threaded rod is welded and fixed with the bottom rod, so as to ensure the strength and stability of the structure.

[0013] Compared with the prior art, the utility model has the following characteristics and beneficial effects:

[0014] The application can quickly connect with the reinforcement cage and the bottom surface, and is completely arranged on both sides of the reinforcement cage, that is, the reinforcement cage can be placed and then installed and reinforced, without the need of hoisting the reinforcement cage and then performing alignment operation, so that the difficulty of fixing the reinforcement cage is reduced, the large-diameter reinforcement cage temporary fixing structure can effectively improve the stability of the reinforcement cage before use, safety problems caused by unstable reinforcement cage are avoided, and popularization and use can produce good effects. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 is the overall structure schematic diagram of the embodiment of the utility model.

[0016] In the figure, 100, reinforcement cage; 200, bottom rod; 210, hinged seat; 220, hook; 230, positioning plate; 240, ground insertion pin; 300, inclined support rod; 310, basket bolt; 400, support piece; 410, outer threaded rod; 420, support sleeve; 430, U-shaped support. DETAILED DESCRIPTION

[0017] The specific implementation of the utility model will be further described in detail in combination with the drawings and embodiments. The following embodiments are used to illustrate the utility model, but not to limit the scope of the utility model.

[0018] In the description of the application, it should be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship shown in the drawings, and are only used to facilitate the description of the application and simplify the description, and therefore cannot be understood as indicating or implying that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the application.

[0019] The terms "first", "second", "third", etc. are used only for descriptive purposes and do not connote or imply relative importance or a number of features being referred to. Thus, features defined with "first", "second" or "third" can include one or more of the features explicitly or implicitly. In the description of the present application, the meaning of "a plurality of" is two or more, unless otherwise specified or limited.

[0020] In the description of the present application, it should be noted that unless otherwise explicitly specified and limited, the terms "mounting", "connecting", "connection" should be understood broadly, for example, it can be fixed connection, or detachable connection, or integrally connected; it can be mechanical connection, or electrical connection; it can be directly connected, or indirectly connected through intermediate medium, or internal communication of two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0021] As shown in Figure 1 According to some embodiments of the present application, a large-diameter reinforcement cage temporary fixing structure includes: a reinforcement cage 100, which is laid on the ground. In order to ensure the stability of the reinforcement cage 100 before hoisting, the present application is provided with a bottom rod 200 at the bottom of both sides of the reinforcement cage 100, a diagonal brace 300 is arranged between the bottom rod 200 and the reinforcement cage 100, and a support 400 is arranged between the diagonal brace 300 and the bottom rod 200. These structures work together to form a stable support. The end of the bottom rod 200 close to the reinforcement cage 100 is provided with a hinged seat 210, and a hook 220 is rotatably connected to the hinged seat 210. The hook 220 is overlapped on the main reinforcement of the reinforcement cage 100 to increase the fixing effect. The end of the bottom rod 200 away from the reinforcement cage 100 is provided with a positioning plate 230, and a ground insertion pin 240 is arranged on the positioning plate 230, which extends below the ground to further stabilize the bottom rod 200. The middle part of the diagonal brace 300 is provided with a basket bolt 310, and a stop plate is arranged on the end of the diagonal brace 300 close to the reinforcement cage 100, which is attached to the reinforcement cage 100 to improve the stability of the overall structure.

[0022] According to some embodiments of the present application, the support 400 includes an external threaded rod 410 fixedly connected to the bottom rod 200, a support sleeve 420 arranged at the top of the external threaded rod 410, and a U-shaped support 430 arranged at the top of the support sleeve 420. The support sleeve 420 is provided with threads inside, the bottom of the support sleeve 420 is sleeved on the external threaded rod 410, and the top of the support sleeve 420 is rotatably connected with the U-shaped support 430. This design enables the support 400 to be adjusted in height as needed to adapt to reinforcement cages 100 of different heights.

[0023] According to some embodiments of the present application, the inner arc diameter of the hook 220 is not less than the diameter of the main reinforcement of the reinforcement cage 100, which ensures that the hook 220 can be stably lapped on the main reinforcement, and improves the fixing effect.

[0024] According to some embodiments of the present application, the hook 220 is an arc-shaped threaded rod, which can better fit the main reinforcement and increase stability.

[0025] According to some embodiments of the present application, the bottom rod 200 and the inclined support rod 300 are both channel steels, which have good mechanical properties and bending resistance, and are suitable for being used as support structures.

[0026] According to some embodiments of the present application, the outer threaded rod 410 is welded and fixed with the bottom rod 200, which ensures the strength and stability of the structure.

[0027] In summary, the present application relates to the technical field of large-size reinforcement cages, and discloses a large-diameter reinforcement cage temporary fixing structure, which comprises a reinforcement cage, the reinforcement cage is placed horizontally on the ground; bottom rods are arranged at the bottoms of the two sides of the reinforcement cage, inclined support rods are arranged between the bottom rods and the reinforcement cage, support pieces are arranged between the inclined support rods and the bottom rods, a hinge seat is arranged at one end of the bottom rod close to the reinforcement cage, a hook is rotatably connected to the hinge seat, the hook is lapped on the main reinforcement of the reinforcement cage, a positioning plate is arranged at one end of the bottom rod away from the reinforcement cage, an earth-inserting pin is arranged on the positioning plate, the earth-inserting pin extends below the ground, a basket bolt is arranged in the middle of the inclined support rod, a stop plate is arranged on one end of the inclined support rod close to the reinforcement cage, and the stop plate is attached to the reinforcement cage.

[0028] The above is only the preferred embodiment of the present application, and it should be pointed out that, for ordinary skilled persons in the technical field, some improvements and replacements can be made without departing from the technical principles of the present application, and these improvements and replacements should also be regarded as the protection range of the present application.

Claims

1. A large diameter reinforcement cage temporary fixing arrangement comprising: Reinforcing cage (100) is laid on the ground, characterized in that the bottom of the two sides of the reinforcing cage (100) is provided with a bottom rod (200), the bottom rod (200) and the reinforcing cage (100) are provided with an inclined bracing rod (300), the inclined bracing rod (300) and the bottom rod (200) are provided with a support (400), one end of the bottom rod (200) close to the reinforcing cage (100) is provided with a hinged seat (210), the hinged seat (210) is rotatably connected with a hook (220), the hook (220) overlaps the main reinforcement of the reinforcing cage (100), one end of the bottom rod (200) away from the reinforcing cage (100) is provided with a positioning plate (230), the positioning plate (230) is provided with an earth pin (240), the earth pin (240) extends below the ground, the middle part of the inclined bracing rod (300) is provided with a basket bolt (310), one end of the inclined bracing rod (300) close to the reinforcing cage (100) is provided with a stop plate, and the stop plate is attached to the reinforcing cage (100).

2. The temporary fixing structure of a large-diameter reinforcement cage according to claim 1, characterized by, The support (400) comprises an external threaded rod (410) fixedly connected to the bottom rod (200), a support sleeve (420) arranged at the top of the external threaded rod (410), and a U-shaped support (430) arranged at the top of the support sleeve (420), wherein the support sleeve (420) is provided with threads, the bottom of the support sleeve (420) is sleeved on the external threaded rod (410), and the top of the support sleeve (420) is rotatably connected with the U-shaped support (430).

3. The temporary fixing structure of large diameter reinforcement cage according to claim 1, characterized in that, The inner arc diameter of the hook (220) is not less than the diameter of the main reinforcement of the reinforcing cage (100).

4. The temporary fixing structure of large diameter reinforcement cage according to claim 1, characterized in that, The hook (220) is an arc-shaped threaded rod.

5. The temporary fixing structure of large diameter reinforcement cage according to claim 1, characterized in that, The bottom rod (200) and the inclined bracing rod (300) are both channel steels.

6. The temporary fixing structure of large diameter reinforcement cage according to claim 2, characterized in that, The external threaded rod (410) is welded and fixed with the bottom rod (200).