Bridge pier construction pouring formwork structure

By combining the reinforcement plate and the outer sealing reinforcement plate at the angle of the bridge pier formwork and using reinforcement slide rods and auxiliary reinforcement rods for reinforcement, the problem of easy opening or bursting of concrete at the connection of the bridge pier formwork is solved, and the reliable strength and construction convenience of the formwork are improved.

CN222557451UActive Publication Date: 2025-03-04安徽尧磊建筑工程有限公司
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Patent Information

Application Number
CN202421137753.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-23
Publication Date
2025-03-04
Estimated Expiration
2034-05-23

AI Technical Summary

Technical Problem

When the existing bridge pier formwork structure is poured into concrete, the connections can easily lead to concrete spreading or bursting, resulting in construction failure and reducing the reliable strength of the formwork.

Method used

A formwork structure for construction casting of bridge piers is designed. By combining the reinforcement plate and the outer sealing reinforcement plate at the angle and connection of the formwork, reinforcement slide rods and auxiliary reinforcement rods are used to ensure the stability of the formwork connection.

Benefits of technology

It effectively avoids the phenomenon of opening and bursting of concrete at the connection, improves the reliable strength of the formwork structure, and simplifies the installation and disassembly of the formwork.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a bridge pier construction pouring formwork structure, which relates to the technical field of bridge pier pouring construction and comprises a first formwork and a second formwork, and a first included angle reinforcing plate and a second included angle reinforcing plate are fixedly connected to the outer surfaces of included angles of the first formwork and the second formwork respectively. Outer sealing reinforcing plates are fixedly connected to the outer surfaces of the two sides, abutting against the second formwork, of the first formwork, the outer sealing reinforcing plates are attached to the outer surfaces of the two sides of the second formwork in a sealed mode, and two sets of sliding grooves are formed between the second included angle reinforcing plate and the two outer sealing reinforcing plates. Fixing groove plates are fixedly connected to the outer surfaces, located at the lower ends of the sliding grooves, of the second included angle reinforcing plate and the two outer sealing reinforcing plates, bolts are in threaded connection between the reinforcing sliding rods and the two fixing groove plates on the same side, and two sets of auxiliary reinforcing rods are fixedly connected between the first included angle reinforcing plate and the two outer sealing reinforcing plates; and the effects of improving the mounting and dismounting convenience and ensuring the reliable strength of the support are achieved.
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Description

Technical Field

[0001] The utility model relates to the technical field of bridge pier casting construction, in particular to a bridge pier construction casting template structure. Background Art

[0002] As the basic supporting structure of the bridge, the pier plays an important role. In the construction of piers, pier formwork is usually used as a forming tool to cast piers of corresponding shapes and sizes. Due to the large size of the piers, the corresponding pier formwork size is also large. In the process of pouring concrete, the pier formwork needs to be spliced ​​on site first. After splicing, the joints of the formwork need to be welded and fixed. After the piers are cast, a cutting machine needs to be used to cut and demould the welds of the pier formwork.

[0003] The existing (Announcement No.: CN218205661U) discloses a casting frame fixed formwork structure for building construction projects, which limits two baffles in the plug-in grooves through a limiting component, thereby facilitating the construction workers to assemble the casting frame fixed formwork structure; when the construction workers disassemble and remove the casting frame fixed formwork structure, they first release the limiting and binding effect of the limiting component on the fixed block, and then remove the fixed block from the end positions of the two baffles, that is, the fixed block releases the limiting and fixing effect on the two baffles, and then sequentially detaches the clamping blocks from the positions of the clamping grooves, so that the two baffles are released from the clamping connection with the two connecting plates, thereby quickly and conveniently realizing the disassembly work of the casting frame formwork fixed structure.

[0004] Although the above patent ensures convenient installation and disassembly, the method of only fixing the connection and limiting the fixing block at the center of the baffle cannot ensure that the poured concrete will not be deformed or burst at the connection, or even cause construction failure, thereby reducing the reliable strength of the formwork during casting. Utility Model Content

[0005] The purpose of the utility model is to provide a pouring template structure for bridge pier construction, which solves the technical problems raised in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a bridge pier construction casting formwork structure, comprising a first formwork and a second formwork, wherein the outer surfaces of the angle of the first formwork and the second formwork are respectively fixedly connected with a first angle reinforcement plate and a second angle reinforcement plate, the outer surfaces on both sides of the first formwork abutting against the second formwork are fixedly connected with external sealing reinforcement plates, and the external sealing reinforcement plates are fitted and sealed on the outer surfaces on both sides of the second formwork, two groups of slide grooves are provided between the second angle reinforcement plate and the two external sealing reinforcement plates, the second angle reinforcement plate and the outer surfaces of the two external sealing reinforcement plates located at the lower ends of the slide grooves are fixedly connected with fixed groove plates, a reinforcement sliding rod is inserted and slidably arranged in the slide groove, the reinforcement sliding rod and the two fixed groove plates on the same side are threadedly connected with bolts, and the bolts are connected and fixed to the inside of the first formwork and the second formwork, and two groups of auxiliary reinforcement rods are fixedly connected between the first angle reinforcement plate and the two external sealing reinforcement plates.

[0007] Optionally, both side surfaces of the first template and the second template that abut against each other are provided with grooves, inner sealing protrusions abut against each other in the grooves, and two inner sealing protrusions are fixedly connected to both side surfaces of the second template.

[0008] Optionally, the groove wall of the groove is configured as a sealing surface that fits against the inner sealing protrusion.

[0009] Optionally, a limiting clamp rod is fixedly installed on the second template near the upper surface of the inner sealing protrusion, and the external rotation clamp of the limiting clamp rod is provided with a clamping rotating plate, the interior of the clamping rotating plate is connected to a rotating shaft for the limiting clamp rod to rotate, and the rotating shaft is connected to the interior of the first template.

[0010] Optionally, handles are fixedly connected to the upper surfaces of the first template and the second template.

[0011] Optionally, the reinforcing sliding rod slides inside the sliding groove and slides downward to fit with the inner surface of the fixed groove plate.

[0012] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0013] 1. The utility model comprises a first angle reinforcement plate, a second angle reinforcement plate and an outer sealing reinforcement plate connected at the angle and connection of the first formwork and the second formwork. Firstly, the first angle reinforcement plate and the second angle reinforcement plate respectively strengthen the reliable strength of the first formwork and the second formwork at their respective central angles, and the outer sealing reinforcement plate can not only achieve the external sealing effect when the first formwork and the second formwork are connected, but also strengthen the reliable strength of the connection between the first formwork and the second formwork. In addition, the reinforcing sliding rod, on the premise of ensuring that the first formwork and the second formwork are firmly connected, reinforces the first formwork and the second formwork from the outside together with the auxiliary reinforcing rod, thereby avoiding the situation where the concrete is easily expanded and burst from the connection, thereby improving the reliable strength of the formwork structure support.

[0014] 2. The utility model adopts the design that the reinforcing slide bar slides in the slide groove and is threadedly fixed with the fixed groove plate, so that when the construction workers install the first template and the second template, they only need to slide the reinforcing slide bar in the slide groove in turn, slide it downward until it fits with the fixed groove plate, and then thread it with bolts to stabilize the connection of the templates. When disassembling, they only need to remove the bolts by thread and slide the reinforcing slide bar upward in the slide groove to take it out. The operation is simple, which improves the convenience of installation and disassembly of the template structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is the front view of the structure of the utility model;

[0016] Figure 2 It is a side view of the structure of the utility model;

[0017] Figure 3 For this utility model Figure 2 A magnified schematic diagram of the structure at center A;

[0018] Figure 4 It is a cross-sectional view of part of the structure of the utility model.

[0019] In the figure: 1-first template, 2-second template, 3-groove, 4-inner sealing protrusion, 5-handle, 6-limiting clamping rod, 7-rotating shaft, 8-clamping rotating plate, 9-first angle reinforcement plate, 10-outer sealing reinforcement plate, 11-second angle reinforcement plate, 12-slide groove, 13-reinforcement slide rod, 14-fixed groove plate, 15-bolt, 16-auxiliary reinforcement rod. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0021] For example, see Figures 1 to 4 The utility model provides a pier construction pouring formwork structure, including a first formwork 1 and a second formwork 2, the outer surfaces of the angles of the first formwork 1 and the second formwork 2 are respectively fixedly connected with a first angle reinforcement plate 9 and a second angle reinforcement plate 11, the outer surfaces of both sides of the first formwork 1 and the second formwork 2 are fixedly connected with outer sealing reinforcement plates 10, and the outer sealing reinforcement plates 10 are sealed on the outer surfaces of both sides of the second formwork 2, two groups of slide grooves 12 are opened between the second angle reinforcement plate 11 and the two outer sealing reinforcement plates 10, and the second angle reinforcement plate 11 and the two outer sealing reinforcement plates 10 are fixedly connected with the outer surfaces of both sides of the first formwork 1 and the second formwork 2. The outer surfaces of the outer sealing reinforcement plates 10 located at the lower end of the slide groove 12 are fixedly connected with the fixed groove plates 14, and the slide groove 12 is inserted with a sliding reinforcement slide rod 13. The reinforcement slide rod 13 slides inside the slide groove 12 and slides downward to fit with the inner surface of the fixed groove plate 14. Bolts 15 are threadedly connected between the reinforcement slide rod 13 and the two fixed groove plates 14 on the same side, and the bolts 15 pass through and are fixed to the inside of the first template 1 and the second template 2. Two sets of auxiliary reinforcement rods 16 are fixedly connected between the first angle reinforcement plate 9 and the two outer sealing reinforcement plates 10.

[0022] More specifically, in this embodiment, when installing the first formwork 1 and the second formwork 2, the construction workers only need to slide the reinforcing slide rod 13 into the slide groove 12 in turn, and slide downward until it fits with the fixed groove plate 14, and then threadably fix it with the bolts 15 to stabilize the connection of the formwork. When disassembling, they only need to threadably remove the bolts 15 and slide the reinforcing slide rod 13 upward in the slide groove 12 to remove it. The operation is simple, which improves the convenience of installation and disassembly of the formwork structure.

[0023] Firstly, the first angle reinforcement plate 9 and the second angle reinforcement plate 11 respectively strengthen the reliable strength of the first formwork 1 and the second formwork 2 at their respective central angles, and the outer sealing reinforcement plate 10 can not only achieve the external sealing effect when the first formwork 1 and the second formwork 2 are connected, but also strengthen the reliable strength of the connection between the first formwork 1 and the second formwork 2. In addition, the reinforcing slide rod 13, on the premise of ensuring that the first formwork 1 and the second formwork 2 are firmly connected, reinforces the first formwork 1 and the second formwork 2 from the outside together with the auxiliary reinforcement rod 16, thereby avoiding the situation where the concrete is easily expanded and burst from the connection, thereby improving the reliable strength of the formwork structure support.

[0024] Furthermore, grooves 3 are provided on both side surfaces where the first template 1 and the second template 2 abut each other, and inner sealing protrusions 4 abut against each other in the grooves 3. The two inner sealing protrusions 4 are fixedly connected to the two side surfaces of the second template 2, and the groove walls of the grooves 3 are arranged as sealing surfaces that fit in contact with the inner sealing protrusions 4.

[0025] A limiting clamping rod 6 is fixedly installed on the upper surface of the second template 2 near the inner sealing protrusion 4, and the external rotation clamp of the limiting clamping rod 6 is provided with a clamping rotating plate 8, and the interior of the clamping rotating plate 8 is connected with a rotating shaft 7 for rotating the limiting clamping rod 6, and the rotating shaft 7 is connected to the interior of the first template 1.

[0026] It is worth mentioning that when the first template 1 and the second template 2 are abutted, the inner sealing protrusions 4 on both sides can be correspondingly abutted against the grooves 3 to form an inner sealing effect. Subsequently, the rotating plate 8 is rotated by the rotating shaft 7 to be turned to the outside of the limiting rod 6, so as to preliminarily ensure the connection relationship between the first template 1 and the second template 2, which is convenient for subsequent installation operations.

[0027] Embodiment 2, based on the above embodiment:

[0028] Furthermore, handles 5 are fixedly connected to the upper surfaces of the first template 1 and the second template 2 .

[0029] More specifically, in this embodiment, the construction workers can use the handle 5 to conveniently lift and install the first template 1 and the second template 2, or use a crane to move the first template 1 and the second template 2.

[0030] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A pier construction casting formwork structure, comprising a first formwork (1) and a second formwork (2), characterized in that: The outer surfaces of the angles of the first template (1) and the second template (2) are respectively fixedly connected with a first angle reinforcement plate (9) and a second angle reinforcement plate (11); the outer surfaces on both sides of the first template (1) and the second template (2) that are in contact are fixedly connected with an outer sealing reinforcement plate (10), and the outer sealing reinforcement plates (10) are fitted and sealed on the outer surfaces on both sides of the second template (2); two groups of sliding grooves (12) are provided between the second angle reinforcement plate (11) and the two outer sealing reinforcement plates (10); The outer surface of the outer sealing reinforcement plate (10) located at the lower end of the slide groove (12) is fixedly connected to a fixed groove plate (14), and a reinforcing slide rod (13) is inserted and slidably provided in the slide groove (12). Bolts (15) are threadedly connected between the reinforcing slide rod (13) and the two fixed groove plates (14) on the same side, and the bolts (15) pass through and are fixed to the inside of the first template (1) and the second template (2), and two sets of auxiliary reinforcement rods (16) are fixedly connected between the first angle reinforcement plate (9) and the two outer sealing reinforcement plates (10).

2. A pier construction casting formwork structure according to claim 1, characterized in that: Grooves (3) are provided on both side surfaces where the first template (1) and the second template (2) abut against each other, inner sealing protrusions (4) abut against each other in the grooves (3), and two inner sealing protrusions (4) are fixedly connected to the two side surfaces of the second template (2).

3. A pier construction casting formwork structure according to claim 2, characterized in that: The groove wall of the groove (3) is arranged as a sealing surface that fits in contact with the inner sealing protrusion (4).

4. A pier construction casting formwork structure according to claim 3, characterized in that: A limit clamping rod (6) is fixedly installed on the upper surface of the second template (2) close to the inner sealing protrusion (4); the outer rotation clamp of the limit clamping rod (6) is provided with a clamping rotating plate (8); the interior of the clamping rotating plate (8) is connected with a rotating shaft (7) for rotating the limit clamping rod (6); and the rotating shaft (7) is connected to the interior of the first template (1).

5. The pier construction casting formwork structure according to claim 1 is characterized by: A handle (5) is fixedly connected to the upper surface of each of the first template (1) and the second template (2).

6. The pouring formwork structure for bridge pier construction according to claim 1, characterized in that: The reinforcing sliding rod (13) slides inside the sliding groove (12) and slides downward to fit with the inner surface of the fixed groove plate (14).

Citation Information

Patent Citations

  • Pouring frame fixing formwork structure for house building project construction

    CN218205661U