Fastener for side formwork of cast-in-place concrete member

By using fastener systems with adjustment components and limiting parts in the side formwork of cast-in-place concrete components, the problem that traditional square column buckles are difficult to adapt to the shape of special columns is solved, and the rapid fixing and stable support of special columns is achieved, reducing construction Complexity and cost.

CN222276171UActive Publication Date: 2024-12-31SHANDONG TONGJU BUILDING ENERGY SAVING TECH CO LTD
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Patent Information

Application Number
CN202422908814.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-28
Publication Date
2024-12-31
Estimated Expiration
2034-11-28

AI Technical Summary

Technical Problem

Traditional square column buckles are difficult to adapt to the complex shape of special-shaped columns, resulting in problems such as unstable fixation of the template, high construction complexity and increased cost.

Method used

Using a fastener system including a single plate, a clamping pin, an adjusting assembly and a limiting member, the angle adjustment of the single plate is achieved through the adjustment assembly and telescopic member, adapting to the shape of the special-shaped column, and the design of the clamping slot and the adjustment slot is achieved. Template tight fixation.

Benefits of technology

It realizes rapid and effective fixation of special-shaped columns, reduces construction complexity and cost, and ensures the stability and all-round support of the formwork.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of building tools, and discloses a cast-in-place concrete member side formwork fastener which comprises a single plate and a bayonet lock, the single plate comprises symmetrically-arranged elbow clamping plates, the single plate further comprises an adjusting assembly and an adjusting plate, the adjusting assembly is arranged between the two elbow clamping plates, and the bayonet lock is arranged on the adjusting assembly. According to the utility model, through the limiting piece and the telescopic piece on the adjusting assembly, when unconventional concrete members such as special-shaped columns and the like are poured, the angle of the single plate can be adjusted, so that the template can be quickly and effectively assembled and locked; therefore, complexity and inconvenience generated when the special-shaped column formwork is locked can be avoided, adaptive supporting can be effectively carried out on the special-shaped column, and the situation that inconvenience or poor effect is generated when the special-shaped column formwork and other concrete member formworks are locked is greatly reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of building tools, and more specifically to a side formwork fastener for a cast-in-place concrete component. Background Art

[0002] In the field of concrete component formwork construction in construction projects, traditional square column buckles are more common for fastening the formwork of columnar components. Traditional square column buckles are usually composed of four single-arm bent plates and four fixing pins. The installation method is to place the four single-arm bent plates on the four sides of the square column, and then connect and fix them with fixing pins to form a closed hoop around the column to hold the column.

[0003] However, with the innovation and development of architectural design, the application of special-shaped columns such as hexagonal columns, cross columns, T-shaped columns, etc. is increasing. This traditional square column buckle has many inconveniences when facing special-shaped columns. Taking the hexagonal column as an example, it has six sides, which is quite different from the outline of the square column. The traditional square column buckle is difficult to fit tightly. If it is used forcibly, a lot of splicing and adjustment are required, which may involve cutting, bending and other modification work on the components, which not only increases the complexity of construction, but also increases the construction cost. Similarly, for cross columns and T-shaped columns, their shapes are complex, with protruding and recessed parts, and the curved shape of the traditional square column buckle cannot be adapted. Special treatment is required for the protruding and recessed parts, which makes it easy for the template to be fixed loosely, and it is difficult to provide all-round effective support, causing the template to be easily deformed during concrete pouring. For this reason, we propose a side template fastener for cast-in-place concrete components. Utility Model Content

[0004] The technical problem to be solved by the utility model is: to overcome the deficiencies of the prior art and provide a side formwork fastener for a cast-in-place concrete component, thereby solving the problem of the side formwork fastener for a cast-in-place concrete component.

[0005] The technical solution adopted by the utility model to solve the above-mentioned technical problems is: it includes a single plate and a latch, the single plate includes a symmetrically arranged elbow latch, the single plate also includes an adjustment component and an adjustment plate, wherein the adjustment component is arranged between two groups of elbow latches, the adjustment plate is arranged between the elbow latch and the adjustment component, the elbow latch is provided with an active groove adapted to the size of the adjustment plate on one side close to the adjustment plate, two groups of slots are provided in parallel on the top and bottom of the elbow latch on one side close to the adjustment plate, the slots penetrate the corresponding position wall surface of the elbow latch and are connected with the active grooves on the elbow latch, the adjustment plate is provided with adjustment slots at intervals, the adjustment slots are in two rows, the two rows of adjustment slots are staggered with each other, and the two rows of adjustment slots correspond to the positions of the two groups of slots on the elbow latch respectively, and the adjustment component includes a connecting substrate, an adjustment block, a shielding plate, a limit member and a telescopic member.

[0006] Preferably, the connecting substrates are divided into two groups, the sides of the two groups of connecting substrates away from each other are rectangular blocks, the sides of the two groups of connecting substrates close to each other are circular blocks, the circular blocks on the two groups of connecting substrates are symmetrically arranged up and down, the sides of the two groups of connecting substrates away from each other are connected to the adjustment plates at corresponding positions, an adjustment block is arranged above the top group of connecting substrates, and a shielding plate is fixedly installed on the bottom of the side wall of the adjustment block.

[0007] Preferably, a limiting member is arranged above the top group of connecting substrates, the limiting member comprises a limiting groove and a limiting block, the limiting grooves are annularly spaced apart above the top group of connecting substrates, and the limiting block is fixedly mounted on the bottom wall of the adjusting block.

[0008] Preferably, a telescopic part is provided on the bottom group of connecting substrates, and the telescopic part slides through the corresponding wall surface of the top group of connecting substrates. The adjusting block and the telescopic part are connected to each other, and the telescopic part includes a fixed cylinder, a connecting shaft and a telescopic adjusting part. The fixed cylinder is fixedly installed above the bottom group of connecting substrates, and the fixed cylinder slides through the corresponding wall surface of the limit groove position on the top group of connecting substrates, and the interior of the fixed cylinder is hollow, and the hollow area inside the fixed cylinder passes through the top wall surface of the fixed cylinder. A connecting shaft is provided on the upper inner side of the fixed cylinder, and the connecting shaft is fixedly installed on the bottom wall surface of the adjusting block. A telescopic adjusting part is provided at the bottom of the connecting shaft, and the telescopic adjusting part is fixedly installed on the corresponding wall surface of the inner side of the fixed cylinder away from the connecting shaft.

[0009] Preferably, the telescopic member also includes a blocking groove and a blocking block, wherein the blocking groove is opened on the inner side wall of the fixed cylinder, and a blocking block is arranged inside the blocking groove, and the blocking block is a "T"-shaped block composed of parallel rectangular blocks and vertically arranged rectangular blocks, and the width of the parallel rectangular blocks of the blocking block is adapted to the width of the inner side of the blocking groove, and the vertically arranged rectangular block on the blocking block penetrates the wall surface of the fixed cylinder position corresponding to the top of the blocking groove, and the blocking block and the connecting shaft are fixedly connected to each other.

[0010] Compared with the prior art, the utility model has the following beneficial effects:

[0011] In the utility model, by adjusting the limit pieces and telescopic pieces on the assembly, the angle of the single plate can be adjusted when pouring unconventional concrete components such as special-shaped columns, so that the assembly and locking of the formwork can be completed quickly and effectively, thereby avoiding the tediousness and inconvenience caused by locking the special-shaped column formwork, and effectively providing adaptive support for the shape of the special-shaped column, greatly reducing the inconvenience or poor situation caused by locking the formwork of concrete components such as special-shaped columns. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1This is a schematic diagram of the overall structure of the side formwork fastener of the cast-in-place concrete member of the utility model;

[0013] Figure 2 It is a schematic diagram of the partial structure disassembly of the adjustment component of the utility model;

[0014] Figure 3 It is a partial cross-sectional structural schematic diagram of the fixed cylinder of the utility model;

[0015] Figure 4 It is a schematic diagram of the planar layout structure of the barrier groove and barrier block of the utility model.

[0016] Legend:

[0017] 1. Elbow clamping plate; 2. Connecting base plate; 3. Adjusting plate; 4. Clamping slot; 5. Adjusting slot; 6. Adjusting block; 7. Shielding plate; 8. Bayonet pin; 9. Fixing cylinder; 10. Limiting slot; 11. Limiting block; 12. Connecting shaft; 13. Blocking slot; 14. Blocking block; 15. Telescopic adjusting piece. DETAILED DESCRIPTION

[0018] The present invention is further described below in conjunction with specific embodiments. However, people familiar with the art should understand that the detailed description given here in conjunction with the drawings is for better explanation, and the structure of the present invention necessarily exceeds these limited embodiments. For some equivalent replacement schemes or common means, they are no longer described in detail herein, but still fall within the scope of protection of the present application.

[0019] Figure 1~Figure 4 It is the best embodiment of the utility model, and the following Figure 1 ~Attached Figure 4 The utility model is further described.

[0020] like Figure 1-Figure 4 As shown, a side formwork fastener for a cast-in-place concrete member includes a single plate and a pin 8, wherein the single plate includes symmetrically arranged elbow clamps 1, and the two groups of elbow clamps 1 are bent away from each other on one side, and the single plate also includes an adjustment component and an adjustment plate 3, wherein the adjustment component is arranged between the two groups of elbow clamps 1, and the adjustment plate 3 is arranged between the elbow clamp 1 and the adjustment component, and a movable groove adapted to the size of the adjustment plate 3 is opened on the side of the elbow clamp 1 close to the adjustment plate 3, and the end of the adjustment plate 3 close to the elbow clamp 1 can move inside the movable groove on the elbow clamp 1.

[0021] Furthermore, two groups of slots 4 are provided in parallel on the top and bottom of one side of the elbow clamp 1 close to the adjustment plate 3. The slots 4 penetrate the corresponding wall surface of the elbow clamp 1 and are connected to the movable groove on the elbow clamp 1. Adjustment slots 5 are provided on the adjustment plate 3 at intervals. The adjustment slots 5 are in two rows. The two rows of adjustment slots 5 are staggered with each other, and the two rows of adjustment slots 5 correspond to the positions of the two groups of slots 4 on the elbow clamp 1 respectively.

[0022] In the present embodiment, after a plurality of groups of single boards are telescopically adjusted on the elbow clamp 1 through the adjustment plate 3 and then assembled and installed on the template through the elbows at both ends of the elbow clamp 1, the pin 8 is inserted into one of the two groups of slots 4 on the elbow clamp 1, so that the pin 8 can be inserted into the slot 4 on the elbow clamp 1 and the corresponding adjustment slot 5 on the adjustment plate 3, thereby limiting the extension of the single board. At the same time, the inner side contraction of the assembled single board is limited by the concrete casting template, so that the pin 8 can tighten and limit the concrete casting template after the multiple groups of single boards are assembled.

[0023] In this embodiment, the angle of the single board can be adjusted from the middle position through the adjustment component, and the adjustment angle can be limited according to the angles on both sides of the common special-shaped columns of the building, so that the angle formed by the adjusted single board is adapted to it. The common special-shaped columns include but are not limited to diamond columns, "T"-shaped columns, "X"-shaped columns, etc.

[0024] Furthermore, the adjustment component includes a connecting substrate 2, an adjustment block 6, a shielding plate 7, a limit piece and a telescopic piece, wherein the connecting substrate 2 is divided into two groups, the two groups of connecting substrates 2 are rectangular blocks on the side away from each other, and the two groups of connecting substrates 2 are circular blocks on the side close to each other. The circular blocks on the two groups of connecting substrates 2 are symmetrically arranged up and down, and the two groups of connecting substrates 2 are connected to the adjustment plates 3 at the corresponding positions on the side away from each other.

[0025] Furthermore, a telescopic member is provided on the bottom group of connection substrates 2 , and the telescopic member slides through the wall surface at a corresponding position of the top group of connection substrates 2 .

[0026] Furthermore, an adjusting block 6 is arranged above the top group of connecting substrates 2, and the adjusting block 6 and the telescopic member are connected to each other.

[0027] Furthermore, a limiting member is arranged above the top group of connecting substrates 2 .

[0028] Furthermore, a shielding plate 7 capable of shielding the limiting member is fixedly installed at the bottom of the side wall of the adjusting block 6 .

[0029] In this embodiment, the shielding plate 7 can protect the limiting member during long-term use to prevent the limiting member from being affected by external impurities and concrete.

[0030] Furthermore, the limiting member includes a limiting groove 10 and a limiting block 11. The limiting grooves 10 are arranged in a ring-shaped manner above a group of connecting substrates 2 at the top. The angle between two adjacent groups of limiting grooves 10 can be adjusted according to the angle between the two sides of the common special-shaped columns of the building. The limiting block 11 is fixedly installed on the bottom wall of the adjustment block 6.

[0031] In this embodiment, the top group of connection substrates 2 is rotated so that the limiting blocks 11 are snapped into the corresponding limiting grooves 10 on the connection substrates 2, thereby adjusting and fixing the angle between the two groups of connection substrates 2.

[0032] Furthermore, the telescopic member includes a fixed cylinder 9, a connecting shaft 12 and a telescopic adjustment member 15. The fixed cylinder 9 is fixedly installed above a group of connecting substrates 2 at the bottom. The fixed cylinder 9 slides through the wall surface of the corresponding limit groove 10 position on the group of connecting substrates 2 at the top, and the interior of the fixed cylinder 9 is hollow. The hollow area inside the fixed cylinder 9 passes through the top wall surface of the fixed cylinder 9. A connecting shaft 12 is provided on the upper inner side of the fixed cylinder 9. The connecting shaft 12 is fixedly installed on the bottom wall surface of the adjustment block 6. A telescopic adjustment member 15 is provided at the bottom of the connecting shaft 12. The telescopic adjustment member 15 is fixedly installed on the inner wall surface of the fixed cylinder 9 at one end away from the connecting shaft 12.

[0033] In the present embodiment, the adjusting block 6 and the connecting shaft 12 are connected to each other, and the connecting shaft 12 is adjusted inside the fixed tube 9 by the telescopic adjusting member 15, so that when it is necessary to adjust the angle between the two groups of connecting substrates 2, the user lifts the adjusting block 6 to separate the limit block 11 on the shielding plate 7 and the limit groove 10 on the top group of connecting substrates 2. At this time, after rotating the top group of connecting substrates 2 to adjust to the fitting position, the adjusting block 6 is released so that the telescopic adjusting member 15 drives the adjusting block 6 and the connecting shaft 12 to reset, so that the limit block 11 is snapped into the limit groove 10 on the top group of connecting substrates 2, thereby completing the angle adjustment and locking angle of the single board.

[0034] Furthermore, the telescopic member also includes a blocking groove 13 and a blocking block 14. The blocking groove 13 is opened on the inner side wall of the fixed tube 9. The blocking block 14 is arranged inside the blocking groove 13. The blocking block 14 is a "T"-shaped block composed of parallel rectangular blocks and vertical rectangular blocks. The width of the parallel rectangular blocks of the blocking block 14 is adapted to the inner width of the blocking groove 13. The vertically arranged rectangular block on the blocking block 14 slides through the top wall of the blocking groove 13 corresponding to the position of the fixed tube 9. The blocking block 14 and the connecting shaft 12 are fixedly connected to each other.

[0035] In this embodiment, the blocking groove 13 and the blocking block 14 on the fixed cylinder 9 prevent the connecting shaft 12 from rotating when the connecting shaft 12 is lifted or lowered inside the fixed cylinder 9 .

[0036] The working principle and use process of this utility model:

[0037] When in use, multiple groups of single boards are assembled and installed on the outside of the template through the elbow clamp 1. At the same time, when it is necessary to adjust the length, the adjustment plate 3 is moved to the specified position inside the elbow clamp 1 to complete the adjustment, and the pin 8 is inserted into the slot 4 corresponding to the adjustment slot 5 on the adjustment plate 3. When it is necessary to adjust the angle of the single board, the user lifts the adjustment block 6, rotates the top group of connecting substrates 2 so that the angle between the two groups of connecting substrates 2 is adjusted to the specified position, and then releases the adjustment block 6, so that the adjustment block 6 is reset through the telescopic adjustment member 15 and drives the limit block 11 to snap into the limit slot 10 at the corresponding position, thereby completing the angle adjustment and fixing operation.

[0038] The above is only the preferred embodiment of the utility model, and does not limit the utility model in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the utility model without departing from the technical solution of the utility model still belongs to the protection scope of the technical solution of the utility model.

Claims

1. A cast-in-place concrete member side formwork fastener, comprising a single plate and a latch (8), wherein the single plate comprises a symmetrically arranged elbow latch (1), characterized in that: The single board further comprises an adjustment component and an adjustment plate (3), wherein the adjustment component is arranged between the two groups of elbow clamps (1), and the adjustment plate (3) is arranged between the elbow clamp (1) and the adjustment component; a movable groove adapted to the size of the adjustment plate (3) is provided on the side of the elbow clamp (1) close to the adjustment plate (3); two groups of clamping grooves (4) are provided in parallel on the top and bottom of the side of the elbow clamp (1) close to the adjustment plate (3); the clamping grooves (4) penetrate the wall surface at the corresponding position of the elbow clamp (1) and are connected to the movable grooves on the elbow clamp (1); adjustment grooves (5) are arranged at intervals on the adjustment plate (3); the adjustment grooves (5) are arranged in two rows, the two rows of adjustment grooves (5) are arranged in an interlaced manner, and the two rows of adjustment grooves (5) correspond to the positions of the two groups of clamping grooves (4) on the elbow clamp (1); and the adjustment component comprises a connecting base plate (2), an adjustment block (6), a shielding plate (7), a limiting member, and a telescopic member.

2. A cast-in-place concrete member side formwork fastener according to claim 1, characterized in that: The connecting substrates (2) are in two groups. The sides of the two groups of connecting substrates (2) that are far away from each other are rectangular blocks, and the sides of the two groups of connecting substrates (2) that are close to each other are circular blocks. The circular blocks on the two groups of connecting substrates (2) are symmetrically arranged up and down. The sides of the two groups of connecting substrates (2) that are far away from each other are connected to the adjustment plates (3) at corresponding positions. An adjustment block (6) is arranged above the top group of connecting substrates (2), and a shielding plate (7) is fixedly installed at the bottom of the side wall of the adjustment block (6).

3. A cast-in-place concrete member side formwork fastener according to claim 2, characterized in that: A limiting member is arranged above the top group of connecting substrates (2), the limiting member comprising a limiting groove (10) and a limiting block (11), the limiting grooves (10) are arranged at annular intervals above the top group of connecting substrates (2), and the limiting block (11) is fixedly mounted on the bottom wall surface of the adjustment block (6).

4. A cast-in-place concrete member side formwork fastener according to claim 3, characterized in that: A telescopic member is provided on the bottom group of connecting substrates (2), and the telescopic member slides through the wall surface at a corresponding position of the top group of connecting substrates (2). The adjustment block (6) and the telescopic member are connected to each other. The telescopic member comprises a fixed cylinder (9), a connecting shaft (12) and a telescopic adjustment member (15). The fixed cylinder (9) is fixedly mounted above the bottom group of connecting substrates (2), and the fixed cylinder (9) slides through the wall surface at a position corresponding to the limit groove (10) on the top group of connecting substrates (2). The interior of the fixed cylinder (9) is hollow, and the hollow area inside the fixed cylinder (9) penetrates the top wall surface of the fixed cylinder (9). A connecting shaft (12) is provided on the upper inner side of the fixed cylinder (9), and the connecting shaft (12) is fixedly mounted on the bottom wall surface of the adjustment block (6). A telescopic adjustment member (15) is provided at the bottom of the connecting shaft (12), and the end of the telescopic adjustment member (15) away from the connecting shaft (12) is fixedly mounted on the wall surface at a corresponding position on the inner side of the fixed cylinder (9).

5. A cast-in-place concrete member side formwork fastener according to claim 4, characterized in that: The telescopic member further comprises a blocking groove (13) and a blocking block (14). The blocking groove (13) is formed on the inner side wall of the fixed tube (9). The blocking block (14) is arranged inside the blocking groove (13). The blocking block (14) is a "T"-shaped block composed of parallel rectangular blocks and vertical rectangular blocks. The width of the parallel rectangular blocks of the blocking block (14) matches the width of the inner side of the blocking groove (13). The vertical rectangular block on the blocking block (14) penetrates the wall surface at the top of the blocking groove (13) corresponding to the position of the fixed tube (9). The blocking block (14) and the connecting shaft (12) are fixedly connected to each other.