Sheet-type section-variable tower crane foundation anchor bolt positioning frame

By designing a plate-type variable cross-section positioning frame, the problems of difficult transportation and dimensional deviation of traditional positioning frames are solved, enabling standardized application, reducing costs and improving the stability and economy of the equipment.

CN223793705UActive Publication Date: 2026-01-13GUANGDONG PANGYUAN ENG MACHINERY
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Patent Information

Application Number
CN202423283680.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-30
Publication Date
2026-01-13
Estimated Expiration
2034-12-30

AI Technical Summary

Technical Problem

Traditional tower crane foundation anchor bolt positioning frames cannot achieve variable cross-section structures, resulting in transportation difficulties, high costs, and poor positioning effects. Furthermore, dimensional deviations depend on the operator's skill level, affecting the stability and economy of the equipment.

Method used

The positioning frame adopts a plate-type variable cross-section design. By combining the plate-type positioning frames to form a variable cross-section structure, and using standardized dimensions, it can achieve multiple uses with one frame, reduce transportation and manufacturing costs, and ensure the stability and safety of the equipment.

Benefits of technology

The standardized application of the positioning frame has been achieved, reducing dimensional deviations, improving economy and efficiency, and ensuring the stability and safety of the equipment.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a sheet-type variable-section tower crane foundation anchor bolt positioning frame which comprises a sheet-type positioning frame body, connecting tenons, reinforcing steel bars, connecting mortises and plug pins. A first positioning plate is fixedly connected to the upper surface of the sheet type positioning frame, a second through hole is formed in the outer wall of one side of the first positioning plate, the outer wall of one side of the second through hole is sleeved with a seamless steel pipe, and a steel bar is fixedly connected to the outer wall of one side of the seamless steel pipe; according to the utility model, the variable cross-section structure is designed, and the sheet type positioning frames are combined to form the variable cross-section structure, so that the effect that one frame has multiple purposes can be effectively realized, the sheet type structure is convenient to transport and carry and mount on site, the manufacturing and transporting cost of the device is reduced, the positioning effect of the positioning frames is effectively completed, and the stability and the safety of the device are ensured; and meanwhile, a standardized size structure is designed, a basic positioning frame with a limited size is adopted, the size is standardized, and the economical efficiency and efficiency of the device are improved.
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Description

Technical Field

[0001] This utility model relates to the field of bolt positioning frame technology, and in particular to a plate-type variable cross-section tower crane foundation anchor bolt positioning frame. Background Technology

[0002] Considering overall cost and installation, most small and medium-sized tower cranes use bolt-fixed foundations. When constructing bolt-fixed foundations, anchor bolt positioning frames are needed to position the anchor bolts and prevent deviations that could prevent installation. The main function of the anchor bolt positioning frame is to ensure the accurate position and verticality of the anchor bolts during concrete pouring, thereby guaranteeing the precision and stability of the equipment installation. Through its design structure and installation method, the anchor bolt positioning frame ensures the accurate positioning of the anchor bolts in the concrete, avoiding instability or tilting caused by positional deviations. The working principle of the anchor bolt positioning frame relies primarily on its structural design. The positioning frame typically consists of one or more positioning rings fixed to the formwork. The anchor bolts pass through the positioning rings and are fixed to the formwork. During concrete pouring, the positioning frame ensures the anchor bolts remain in the correct position and angle, preventing movement or tilting. After the concrete solidifies, the anchor bolts form a strong connection with the concrete, ensuring the stability and safety of the equipment.

[0003] However, traditional tower crane foundation anchor bolt positioning frames cannot meet people's needs due to the following drawbacks: First, they lack a variable cross-section structure. Most current positioning frames are either integral or made on-site using steel bars. Integral positioning frames are bulky and cannot achieve variable cross-sections or multi-purpose functionality. They require a separate frame for each foundation section, making transportation difficult and necessitating the use of small trucks. This significantly increases the manufacturing and transportation costs of the device and fails to effectively achieve the positioning effect, thus failing to ensure the stability and safety of the equipment. Second, they lack a standardized size structure. Existing simple positioning frames lack standardization, and dimensional deviations depend on the operator's skill level, easily leading to significant errors. This reduces the economic efficiency and effectiveness of the device, failing to effectively improve the practicality and cost-effectiveness of the positioning frame application. Utility Model Content

[0004] The purpose of this invention is to provide a plate-type variable cross-section tower crane foundation anchor bolt positioning frame to solve the problems mentioned in the background art.

[0005] To solve the above-mentioned technical problems, this utility model provides the following technical solution: a plate-type variable cross-section tower crane foundation anchor bolt positioning frame, including a plate-type positioning frame, a first positioning plate fixedly connected to the upper surface of the plate-type positioning frame, a second through hole opened on one side outer wall of the first positioning plate, a seamless steel pipe sleeved on one side outer wall of the second through hole, and the seamless steel pipe sleeved on one side outer wall of the first positioning plate, a reinforcing bar fixedly connected to one side outer wall of the seamless steel pipe, a first short square tube fixedly connected to one side outer wall of the plate-type positioning frame, and a diagonal square tube fixedly connected to one side outer wall of the first short square tube.

[0006] A connecting tenon is fixedly connected to one side of the outer wall of the first short square tube, and a first through hole is opened on the upper surface of the first short square tube.

[0007] A connecting tenon groove is fixedly connected to one side of the outer wall of the connecting tenon, and a second short square tube is fixedly connected to one side of the outer wall of the connecting tenon groove.

[0008] As a further technical solution of this utility model, a second positioning plate is fixedly connected to one side of the outer wall of the second short square tube.

[0009] As a further technical solution of this utility model, a third through hole is provided on the upper surface of the connecting tenon.

[0010] As a further technical solution of this utility model, a fourth through hole is provided on the upper surface of the connecting tenon groove.

[0011] As a further technical solution of this utility model, a pin is sleeved on one side of the outer wall of the fourth through hole, and the pin is sleeved inside the third through hole.

[0012] Compared with the prior art, the beneficial effects achieved by this utility model are as follows: This utility model is designed with a variable cross-section structure, which is formed by combining plate-type positioning frames to achieve a variable cross-section structure. This effectively realizes the effect of one frame serving multiple purposes, and the plate-type structure is also convenient for transportation, on-site handling and installation, reducing the manufacturing and transportation costs of the device, effectively completing the positioning effect of the positioning frame, and ensuring the stability and safety of the equipment. At the same time, it is designed with a standardized size structure, using a basic positioning frame with a limited size to standardize its size, so that the tower crane foundation anchor bolt positioning frame can be applied in a standardized manner. The size deviation no longer depends on the operator's skill level, reducing the probability of deviation, improving the economy and efficiency of the device, and greatly enhancing the economy and practicality of the tower crane foundation anchor bolt positioning frame. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0014] Figure 1 This is a top view of the overall structure of this utility model;

[0015] Figure 2 This is a schematic diagram of the overall front view of the present invention;

[0016] Figure 3 This is a top view of the positioning plate of this utility model.

[0017] Figure 4 This is a top view of the seamless steel pipe of this utility model.

[0018] In the diagram: 1. Plate-type positioning frame; 2. First short square tube; 3. Oblique square tube; 4. First positioning plate; 5. Connecting tenon; 6. Seamless steel pipe; 7. Reinforcing bar; 8. First through hole; 9. Second through hole; 10. Connecting tenon groove; 11. Second positioning plate; 12. Second short square tube; 13. Insert; 14. Third through hole; 15. Fourth through hole. Detailed Implementation

[0019] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0020] Please see the appendix Figure 1 - Appendix Figure 4This utility model provides an embodiment of a plate-type variable cross-section tower crane foundation anchor bolt positioning frame, comprising a plate-type positioning frame 1, a first positioning plate 4 fixedly connected to the upper surface of the plate-type positioning frame 1, a second through hole 9 opened on one side outer wall of the first positioning plate 4, a seamless steel pipe 6 sleeved on one side outer wall of the second through hole 9, and the seamless steel pipe 6 sleeved on one side outer wall of the first positioning plate 4, a reinforcing bar 7 fixedly connected to one side outer wall of the seamless steel pipe 6, and a first short square tube 2 fixedly connected to one side outer wall of the plate-type positioning frame 1. A rhomboid tube 3 is fixedly connected to one side of the outer wall of the first short square tube 2; a connecting tenon 5 is fixedly connected to one side of the outer wall of the first short square tube 2, and a first through hole 8 is opened on the upper surface of the first short square tube 2. The connecting tenon 5 is used to connect with the connecting mortise 10, and the first through hole 8 is used to install the pin 13; a connecting mortise 10 is fixedly connected to one side of the outer wall of the connecting tenon 5, and a second short square tube 12 is fixedly connected to one side of the outer wall of the connecting mortise 10. The connecting mortise 10 is used to connect with the connecting tenon 5, and the second short square tube 12 is used to fix the second positioning plate 11; the second A second positioning plate 11 is fixedly connected to one outer wall of the short square tube 12. The second positioning plate 11 is used to form a variable cross-section structure, which can effectively achieve the effect of one frame serving multiple purposes. The plate structure also facilitates transportation, on-site handling and installation, reducing the manufacturing and transportation costs of the device, effectively completing the positioning effect of the positioning frame, and ensuring the stability and safety of the equipment. A third through hole 14 is opened on the upper surface of the connecting tenon 5, which is used to install the pin 13. A fourth through hole 15 is opened on the upper surface of the connecting tenon 10, which is used to install the pin. A pin 13 is fitted onto one side of the outer wall of the fourth through hole 15, and the pin 13 is fitted into the third through hole 14. The pin 13, together with the fourth through hole 15 and the third through hole 14, is used to form a standardized size structure. By adopting a basic positioning frame with a limited size, its size is standardized, so that the positioning frame of the tower crane foundation anchor bolt can be applied in a standardized manner. The size deviation no longer depends on the operator's skill level, reducing the probability of deviation and improving the economy and efficiency of the device. This greatly enhances the economy and practicality of the tower crane foundation anchor bolt positioning frame.

[0021] Working Principle: When assembling and using this utility model, the device is first assembled. The plate-type positioning frame 1 is assembled using the first short square tube 2 and the oblique square tube 3. The connecting tenon 5 on the first short square tube 2 is connected to the connecting tenon 10 on the second short square tube 12, so that the first positioning plate 4 is connected to the second positioning plate 11. The connection length of the square tube is fixed by using the third through hole 14, the fourth through hole 15 and the first through hole 8 with the pin 13. The four identical positioning plates are connected in the same way, and the overall positioning frame is connected by connecting different through hole positions with the pin 13. The 1.6m section is composed of 4 plate-type positioning frames 1, and the locking pin is tightened. The seamless steel pipe 6 sets are then inserted into the positioning holes. The 1.8m section is composed of 4 plate-type positioning frames 1, and the locking pin is tightened. The device utilizes a standardized base positioning frame with defined dimensions, enabling standardized application of the tower crane foundation anchor bolt positioning frame. Dimensional deviations are no longer dependent on the operator's skill level, reducing the likelihood of deviations and improving the device's economy and efficiency. This significantly enhances the economic viability and practicality of the tower crane foundation anchor bolt positioning frame. The first positioning plate 4 is installed via a plate-type positioning frame 1, and the seamless steel pipe 6 is installed through the second through hole 9 on the first positioning plate 4. The seamless steel pipe 6 is then connected to the reinforcing steel bar 7. The device employs a plate-type positioning frame 1 to form a variable cross-section structure, effectively achieving a multi-purpose frame. The plate structure also facilitates transportation, on-site handling, and installation, reducing manufacturing and transportation costs and effectively achieving the positioning effect of the positioning frame, ensuring the stability and safety of the equipment.

[0022] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0023] The device embodiments described above are merely illustrative. The units described as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple network units. Some or all of the modules can be selected to achieve the purpose of this embodiment according to actual needs. Those skilled in the art can understand and implement this without any creative effort.

[0024] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of this utility model, and not to limit it. Although this utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of this utility model.

Claims

1. A variable cross-section crane foundation anchor bolt positioning frame in the form of a sheet, comprising a sheet positioning frame (1), characterised in that: The upper surface of the sheet type positioning frame (1) is fixedly connected with a first positioning plate (4), a second through hole (9) is formed in the outer wall of one side of the first positioning plate (4), a seamless steel pipe (6) is sleeved on the outer wall of one side of the second through hole (9), the seamless steel pipe (6) is sleeved on the outer wall of one side of the first positioning plate (4), a reinforcing steel bar (7) is fixedly connected on the outer wall of one side of the seamless steel pipe (6), a first short square tube (2) is fixedly connected on the outer wall of one side of the sheet type positioning frame (1), and an oblique square tube (3) is fixedly connected on the outer wall of one side of the first short square tube (2).

2. A variable section, piece type, tower crane foundation anchor bolt positioning frame according to claim 1, characterized in that: The outer wall of one side of the first short square tube (2) is fixedly connected with a connecting tenon (5), and the upper surface of the first short square tube (2) is provided with a first through hole (8).

3. A variable section, piece type, tower crane foundation anchor bolt positioning frame according to claim 2, characterized in that: The outer wall of one side of the connecting tenon (5) is fixedly connected with a connecting mortise (10), and the outer wall of one side of the connecting mortise (10) is fixedly connected with a second short square tube (12).

4. A variable section, piece type, tower crane foundation anchor bolt positioning frame according to claim 3, characterized in that: The outer wall of one side of the second short square tube (12) is fixedly connected with a second positioning plate (11).

5. A variable section, piece type, tower crane foundation anchor bolt positioning frame according to claim 3, characterized in that: The upper surface of the connecting tenon (5) is provided with a third through hole (14).

6. A variable section, piece type, tower crane foundation anchor bolt alignment frame according to claim 3, characterized in that: The upper surface of the connecting mortise (10) is provided with a fourth through hole (15).

7. A variable section, in the form of a flat, tower crane foundation anchor bolt positioning frame according to claim 6, characterized in that: The outer wall of one side of the fourth through hole (15) is sleeved with a plug pin (13), and the plug pin (13) is sleeved in the third through hole (14).