Concrete wall pouring formwork fixing structure

Through the combined structure of the pulling screw and the formwork baffle, combined with the cooperation of the steel pressing parts and the locking nut, the problem of the formwork being unfixed and prone to deformation is solved, and the stability and durability of the concrete wall are achieved.

CN222991171UActive Publication Date: 2025-06-17SHAANXI JINGHUI WATER CONSERVANCY & HYDROPOWER DESIGN INST
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Patent Information

Application Number
CN202421694095.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-17
Publication Date
2025-06-17
Estimated Expiration
2034-07-17

AI Technical Summary

Technical Problem

The existing formwork fixing methods have problems such as unfixed fixation and easy deformation, which affects the stability and durability of concrete walls.

Method used

The combination structure of the pulling screw and the template baffle is adopted. The position of the template is fixed and deformation is prevented by the cooperation of the steel pressing member and the locking nut.

Benefits of technology

The stable fixation and efficient support of the formwork are achieved, which avoids deformation of the formwork during the pouring process and ensures the stability and durability of the concrete wall.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a formwork fixing structure which solves the technical problems that an existing formwork fixing mode is not firm in fixing, prone to deformation and the like. The utility model provides a concrete wall pouring formwork fixing structure which comprises an opposite-pull screw rod, and the two ends of the opposite-pull screw rod are each provided with a formwork blocking piece, a steel bar pressing piece and a locking nut which are sequentially distributed from inside to outside. The formwork separation blade and the steel bar pressing piece which are located at the same end of the opposite-pull screw rod are located on the inner side and the outer side of the formwork correspondingly, the outer side wall of the formwork separation blade abuts against the inner side wall of the formwork, and the inner side wall of the steel bar pressing piece abuts against the outer side wall of the formwork. The pouring formwork has the advantages that the pouring formwork is guaranteed to have enough strength when a concrete wall is poured, and meanwhile the formwork can be effectively prevented from deforming.
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Description

Technical Field

[0001] The utility model relates to a template fixing structure, in particular to a fixing structure for a concrete wall casting template. Background Art

[0002] In construction engineering, the casting of concrete walls is a crucial construction link, and its quality directly affects the stability and durability of the entire building structure. During the casting process of concrete walls, the fixing and supporting structure of the template plays a vital role. In order to ensure that the quality of the wall can firmly support the stability and durability of the entire building structure, the stable fixing and efficient supporting technology of the template has become a key technical point.

[0003] Traditional template fixing methods mostly use materials such as wooden squares and steel pipes for support and fixing, which have disadvantages such as insecure fixing and easy deformation. Summary of the Utility Model

[0004] The purpose of the utility model is to solve the technical problems existing in the existing template fixing methods, such as insecure fixing and easy deformation, and to provide a fixing structure for a concrete wall casting template.

[0005] To solve the above technical problems, the technical solution provided by the utility model is as follows:

[0006] A fixing structure for a concrete wall casting template includes a tie rod. At both ends of the tie rod, a template baffle, a steel bar pressing member, and a locking nut are respectively installed in sequence from inside to outside.

[0007] The template baffle and the steel bar pressing member located at the same end of the tie rod are respectively located inside and outside the template, and the outer side wall of the template baffle abuts against the inner side wall of the template, and the inner side wall of the steel bar pressing member abuts against the outer side wall of the template.

[0008] Further, the steel bar pressing member includes a base sleeved on the end of the tie rod and a U-shaped pressing block. One side of the base abuts against the outer side wall of the template.

[0009] Two pressing plates are rotatably installed inside the U-shaped pressing block, and a steel bar groove for cooperating with the pressing plates is formed on the base.

[0010] A guide post is arranged in the middle of the U-shaped pressing block, a guide cylinder is sleeved on the outer side of the guide post, and a pressing plate is arranged on the side of the guide cylinder away from the U-shaped pressing block; a compression spring is sleeved on the outer side of the guide post, and both ends of the compression spring abut against the U-shaped pressing block and the pressing plate respectively.

[0011] Driving plates are arranged at the ends of the two pressing plates close to each other, and the driving plates are attached to the side of the pressing plate away from the U-shaped pressing block.

[0012] At one end where the two pressing plates are away from each other, buckles are provided, and buckle grooves adapted to the buckles are formed on the base.

[0013] Furthermore, on one side of the base that abuts against the outer side wall of the formwork, a plurality of evenly distributed positioning pointed cones are provided.

[0014] Furthermore, on one side of the pressing plate close to the steel bar groove, a plurality of evenly distributed pressing blocks are provided.

[0015] Furthermore, the formwork baffle is fixedly installed or threadedly installed on the tie rod.

[0016] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0017] 1. For the concrete wall casting formwork fixing structure provided by the present utility model, the distance between the two formworks is fixed by the tie rod and the formwork baffles at both ends of the tie rod, and the position of the formwork is fixed by the cooperation of the steel bar pressing member and the lock nut with the formwork baffle; at the same time, multiple concrete wall casting formwork fixing structures can also be used. Steel bars are loaded into the steel bar pressing member to further fix the formwork. While ensuring that the casting formwork has sufficient strength when casting the concrete wall, it can also effectively prevent the formwork from deforming.

[0018] 2. For the concrete wall casting formwork fixing structure provided by the present utility model, by providing buckles and driving plates at both ends of the pressing plate, when the lock nut squeezes the U-shaped pressing block and the U-shaped pressing block approaches the base, the side wall of the base can squeeze the driving plate, causing the pressing plate to rotate around the U-shaped pressing block, and the buckle at one end of the pressing plate can be snapped into the buckle groove on the base, so that the pressing plate will not bend after the steel bar receives a force perpendicular to the formwork and outward; by providing a guide post, a guide cylinder and a compression spring, when the driving plate squeezes the pressing plate located at the end of the guide cylinder, the compression spring can be compressed. After loosening the lock nut, under the reaction force of the compression spring, the driving plate is squeezed by the pressing plate, causing the pressing plate to rotate around the U-shaped pressing block, so that the buckle can automatically withdraw from the buckle groove. Description of the Drawings

[0019] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present utility model;

[0020] Figure 2 It is a schematic diagram of the structure of the steel bar pressing member in an embodiment of the present utility model;

[0021] Figure 3 It is a schematic diagram of the structure of the base in an embodiment of the present utility model;

[0022] Figure 4 It is a schematic diagram of the structure of the U-shaped pressing block and the pressing plate in an embodiment of the present utility model;

[0023] Figure 5 Structural schematic diagram of the pressing plate in the embodiment of the present utility model;

[0024] Figure 6 Structural schematic diagram of the embodiment of the present utility model during use.

[0025] Explanation of reference numerals: 1 - formwork, 2 - tie rod, 3 - formwork baffle, 4 - steel bar pressing member, 41 - base, 411 - steel bar groove, 412 - buckle groove, 413 - positioning taper, 42 - U-shaped pressing block, 43 - pressing plate, 431 - driving plate, 432 - buckle, 433 - pressing block, 44 - guide post, 45 - guide cylinder, 46 - pressing plate, 47 - compression spring, 5 - locking nut. Detailed implementation manners

[0026] Next, the technical solutions in the present utility model will be clearly and completely described in conjunction with the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without making creative efforts belong to the scope protected by the present utility model.

[0027] As Figure 1 and Figure 6 shown, a fixing structure for a concrete wall casting formwork includes a tie rod 2. The two ends of the tie rod 2 respectively penetrate through two formworks 1, and template baffles 3, steel bar pressing members 4 and locking nuts 5 are sequentially arranged from the inside to the outside at both ends of the tie rod 2; the template baffle 3 is fixedly installed on the tie rod 2, the steel bar pressing member 4 is sleeved on the tie rod 2, and the locking nut 5 is threadedly installed on the tie rod 2; the template baffle 3 and the steel bar pressing member 4 at the same end of the tie rod 2 are respectively located inside and outside the formwork 1, and the outer side wall of the template baffle 3 abuts against the inner side wall of the formwork 1, and the inner side wall of the steel bar pressing member 4 abuts against the outer side wall of the formwork 1; the template baffle 3 is used to fix the gap between the two formworks 1 and can ensure that the formwork 1 does not move along the tie rod 2 during the process of fixing the formwork 1.

[0028] As Figure 2 and Figure 3 shown, the steel bar pressing member 4 includes a base 41 sleeved on the end of the tie rod 2 and a U-shaped pressing block 42. One side of the base 41 abuts against the outer side wall of the formwork 1; as Figure 4 shown, two pressing plates 43 are rotatably installed in the U-shaped pressing block 42; as Figure 6 shown, a steel bar groove 411 for cooperating with the pressing plate 43 is formed on the base 41, and the pressing plate 43 cooperates with the steel bar groove 411 to fix the steel bar 6. In order to ensure that the steel bar 6 does not move between the pressing plate 43 and the steel bar groove 411, asFigure 5 As shown, on one side of the pressing plate 43 close to the steel bar groove 411, a plurality of evenly distributed pressing blocks 433 are provided.

[0029] As Figure 2 , Figure 4 and Figure 5 As shown, at one end where the two pressing plates 43 are close to each other, drive plates 431 are provided. The drive plates 431 are in contact with the side of the pressing plate 46 away from the U-shaped pressing block 42. At one end where the two pressing plates 43 are away from each other, buckles 432 are provided, and buckle grooves 412 adapted to the buckles 432 are formed on the base 41.

[0030] As Figure 2 and Figure 4 As shown, in order to facilitate the removal of the U-shaped pressing block 42 after loosening the locking nut 5, a guide post 44 is provided in the middle of the U-shaped pressing block 42. A guide cylinder 45 is sleeved outside the guide post 44. A pressing plate 46 is provided on the side of the guide cylinder 45 away from the U-shaped pressing block 42. A compression spring 47 is sleeved outside the guide post 44, and both ends of the compression spring 47 are in contact with the U-shaped pressing block 42 and the pressing plate 46 respectively.

[0031] As Figure 2 and Figure 3 As shown, in order to be able to fix between the base 41 and the formwork 1, on the side of the base 41 in contact with the outer wall of the formwork 1, a plurality of evenly distributed positioning pointed cones 413 are provided for fixing the base 41 on the outer wall of the formwork 1.

[0032] In other embodiments of the present invention, the formwork baffle 3 is threadedly installed on the tie rod 2, which is convenient for adjusting the position of the formwork baffle 3 according to the width of the concrete wall and improving the applicability of the device.

[0033] The above is only the specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any change or replacement within the technical scope disclosed by the present invention should be covered by the protection scope of the present invention. Therefore, the protection scope of the present invention should be subject to the protection scope recorded in the claims.

Claims

1. A concrete wall casting formwork fixing structure, characterized in that: It comprises a tensioning screw rod (2), and both ends of the tensioning screw rod (2) are respectively provided with a template baffle (3), a steel bar pressing piece (4) and a locking nut (5) which are sequentially arranged from the inside to the outside; The template baffle (3) and the steel bar pressing piece (4) located at the same end of the tension screw rod (2) are respectively located on the inner side and the outer side of the template (1), and the outer side wall of the template baffle (3) abuts against the inner side wall of the template (1), and the inner side wall of the steel bar pressing piece (4) abuts against the outer side wall of the template (1).

2. The concrete wall casting formwork fixing structure according to claim 1 is characterized in that: The steel bar pressing member (4) comprises a base (41) sleeved on the end of the tension screw (2) and a U-shaped pressing block (42), and one side of the base (41) is in contact with the outer side wall of the template (1); Two pressing plates (43) are rotatably mounted in the U-shaped pressing block (42), and a steel bar groove (411) for use with the pressing plates (43) is provided on the base (41); A guide column (44) is provided in the middle of the U-shaped pressing block (42), a guide cylinder (45) is sleeved on the outer side of the guide column (44), and a pressure plate (46) is provided on the side of the guide cylinder (45) away from the U-shaped pressing block (42); a compression spring (47) is sleeved on the outer side of the guide column (44), and two ends of the compression spring (47) are respectively in contact with the U-shaped pressing block (42) and the pressure plate (46); A driving plate (431) is provided at one end of the two pressing plates (43) close to each other, and the driving plate (431) is in contact with a side of the pressing plate (46) away from the U-shaped pressing block (42); A buckle (432) is provided at one end of the two pressing plates (43) that is away from each other, and a buckle groove (412) that matches the buckle (432) is provided on the base (41).

3. The concrete wall casting formwork fixing structure according to claim 2 is characterized in that: A plurality of evenly distributed positioning cones (413) are provided on one side of the base (41) abutting against the outer side wall of the template (1).

4. The concrete wall casting formwork fixing structure according to claim 2 is characterized in that: A plurality of evenly distributed pressing blocks (433) are provided on one side of the pressing plate (43) close to the steel bar groove (411).

5. The concrete wall casting formwork fixing structure according to claim 1 is characterized in that: The template baffle (3) is fixedly installed or threadedly installed on the tension screw rod (2).

Citation Information

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