Concrete beam formwork reinforcing device

Abstract

The utility model provides a concrete beam formwork reinforcing device which comprises a first clamping piece and a second clamping piece which are connected through an adjusting screw rod, the first clamping piece comprises a first connecting pipe, an end plate with a center hole is arranged at the first end of the first connecting pipe, and a first clamping rod is vertically arranged on the side wall of the first end of the first connecting pipe; the second clamping piece comprises a second connecting pipe, the periphery of the second connecting pipe is matched with the inner periphery of the first connecting pipe, a sealing plate is arranged at the first end of the second connecting pipe, the adjusting screw rod is welded to the middle of the sealing plate, and a second clamping rod is vertically arranged on the side wall of the second end of the second connecting pipe; the first end of the second connecting pipe is arranged in the second end of the first connecting pipe in a penetrating mode, and the adjusting screw rod penetrates through the middle hole and is fastened through a nut. The clamping device can be clamped and installed on the two sides of the outer mold to reinforce the mold plate and can be repeatedly used.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and more specifically, to a concrete beam formwork reinforcement device. Background Technology

[0002] With continuous economic development, buildings are constantly being constructed. Concrete beams are one of the commonly used structural components in building engineering. They bear the important task of bearing and transferring the loads of floor slabs or roofs. The construction of concrete beams is crucial and directly affects the quality and performance of the building. Concrete beam formwork is usually made of plywood, which lacks sufficient strength and rigidity to effectively support and withstand the loads during concrete pouring, easily leading to bulging and deformation. Moreover, the use of steel-concrete composite beams is increasing. Traditional side formwork reinforcement of concrete beams requires inserting tie rods within the beam cross-section. However, because steel-concrete composite beams contain internal steel sections, it is difficult to drill tie rod holes on the side of the steel sections. Furthermore, drilling tie rod holes in the steel sections can affect the structural stress. Excessive drilling requires additional reinforcement measures, increasing workload and project costs. If the concrete beam formwork is not securely fixed, collapse accidents may occur during concrete pouring, endangering the lives of construction workers and rendering the poured concrete beam structure unusable, resulting in significant economic losses. Utility Model Content

[0003] In view of the above problems, the purpose of this utility model is to provide a concrete beam formwork reinforcement device to firmly clamp the beam formwork, enhance the load-bearing capacity of the formwork, and allow for reuse.

[0004] This utility model provides a concrete beam formwork reinforcement device, comprising a first clamp and a second clamp connected by an adjusting screw, wherein...

[0005] The first clamp includes a first connecting pipe, an end plate with a central hole is provided at the first end of the first connecting pipe, and a first clamping rod is vertically provided on the side wall of the first end of the first connecting pipe.

[0006] The second clamp includes a second connecting pipe whose outer periphery is adapted to the inner periphery of the first connecting pipe, a sealing plate is provided at the first end of the second connecting pipe, the adjusting screw is welded to the middle of the sealing plate, and a second clamping rod is vertically provided on the side wall of the second end of the second connecting pipe.

[0007] The first end of the second connecting pipe is inserted into the second end of the first connecting pipe, the adjusting screw passes through the central hole and is fastened by a nut, and the first clamping rod and the second clamping rod are in the same direction;

[0008] The first connecting pipe and the second connecting pipe are positioned horizontally above the formwork on both sides of the concrete beam to be poured, and the first clamping rod and the second clamping rod are respectively attached to the outer side of the formwork on both sides.

[0009] Both the first connecting pipe and the second connecting pipe are steel pipes with a rectangular cross-section.

[0010] The first clamp and the second clamp are irregularly shaped channel steel of the same size. The irregularly shaped channel steel includes a middle plate with a lower end wider than the upper end and vertical plates and inclined plates respectively welded to both sides of the middle plate. The lower end of the first clamp is welded to the side wall of the first connecting pipe, and the lower end of the second clamp is welded to the side wall of the second connecting pipe. The vertical plates of the first clamp and the second clamp are arranged facing each other.

[0011] The width of the vertical plate is equal to the width of the side wall of the first connecting pipe.

[0012] The first connecting pipe and the second connecting pipe are of the same length.

[0013] The height of the first clamp is greater than two-thirds of the height of the template.

[0014] The screw is an M12 screw.

[0015] The length of the screw is not less than the length of the first connecting pipe.

[0016] A sealing plate is provided at the second end of the second connecting pipe.

[0017] The concrete beam formwork reinforcement device is evenly arranged on the outer side of the two side formworks, and support rods are evenly arranged between the inner sides of the two side formworks.

[0018] As described above, the concrete beam formwork reinforcement device provided by this utility model includes a first clamp and a second clamp connected by an adjusting screw. The first clamp and the second clamp form a U-shaped clamp that can straddle the outside of two formwork panels, cooperating with the support rods inside the two formwork panels to clamp and secure the formwork. This utility model can firmly clamp the beam formwork, enhance the load-bearing capacity of the formwork, is reusable, and improves the installation efficiency and stability of the beam formwork. Attached Figure Description

[0019] Other objects and results of this invention will become more apparent and readily understood upon referring to the following description taken in conjunction with the accompanying drawings, and with a more complete understanding of the invention. In the drawings:

[0020] Figure 1 This is a structural schematic diagram of the concrete beam formwork reinforcement device according to an embodiment of the present utility model;

[0021] Figure 2 This is a schematic diagram illustrating the application of the concrete beam formwork reinforcement device according to an embodiment of the present utility model.

[0022] Figure 3This is a top view of the application of the concrete beam formwork reinforcement device according to an embodiment of the present utility model;

[0023] Among them, 1-first clamping piece, 11-first connecting pipe, 12-first clamping rod, 13-end plate, 2-second clamping piece, 21-second connecting pipe, 22-second clamping rod, 23-sealing plate, 3-adjusting screw, 4-nut, 5-template.

[0024] In all the accompanying drawings, the same reference numerals indicate similar or corresponding features or functions. Detailed Implementation

[0025] This invention can be modified in various ways and has various embodiments, with specific embodiments illustrated in the accompanying drawings. However, this invention is not limited to this specific implementation and all modifications, equivalents, and substitutions falling within the spirit and technical scope of this invention are to be understood as included.

[0026] Ordinal terms such as "first," "second," etc., may be used to describe various constituent elements, but the constituent elements are not limited to these terms. The terms are used only to distinguish one constituent element from another. For example, without departing from the scope of the claims of this utility model, a second constituent element may be named a first constituent element, and similarly, a first constituent element may be named a second constituent element. Terms and / or include combinations of multiple associated items or one of multiple associated items.

[0027] It should be understood that when referring to a constituent element being "connected" or "in contact" with other constituent elements, this includes not only cases where it is directly connected or in contact with other constituent elements, but also cases where other constituent elements exist between them. Conversely, when referring to a constituent element being "directly connected" or "directly in contact" with other constituent elements, it should be understood that no other constituent elements exist between them.

[0028] In the description of the embodiments, when it is stated that a certain component is formed "on or under" other components, "on or under" includes both two components that are in direct contact with each other and at least one other component that is configured to be formed between the two components. Furthermore, when expressed as "on or under", based on a certain component, it refers not only to the upper direction but may also include the lower direction.

[0029] The terminology used in this application is for illustrative purposes only and is not intended to limit the scope of the invention. Unless the context clearly specifies otherwise, singular expressions include plural expressions. In this application, terms such as "comprising" or "having" are used to specify the presence of features, numbers, steps, operations, constituent elements, components, or combinations thereof described in the specification, and do not preclude the presence or additional possibilities of one or more other features, numbers, steps, operations, constituent elements, components, or combinations thereof.

[0030] Unless otherwise defined, including technical or scientific terms, all terms used herein have the same meaning as commonly understood by one of ordinary skill in the art. Terms as defined in commonly used dictionaries should be interpreted in a meaning consistent with their meaning in the context of the relevant art, and should not be construed as having an ideal or overly formal meaning unless explicitly defined in this application.

[0031] The specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings.

[0032] Figure 1 This is a structural schematic diagram of the concrete beam formwork reinforcement device according to an embodiment of the present utility model;

[0033] Figure 2 This is a schematic diagram illustrating the application of the concrete beam formwork reinforcement device according to an embodiment of the present utility model. Figure 3 This is a top view of the application of the concrete beam formwork reinforcement device according to an embodiment of the present utility model;

[0034] like Figures 1-3 As shown in the figure, the concrete beam formwork reinforcement device proposed in this embodiment can be used to reinforce the left and right formwork of concrete beam casting, and can also be used to reinforce the left and right formwork of other structure casting.

[0035] This concrete beam formwork reinforcement device includes a first clamp 1 and a second clamp 2 connected by an adjusting screw 3. Both the first clamp 1 and the second clamp 2 are inverted L-shaped and are connected by the adjusting screw 3 to form a U-shaped rod. By adjusting the adjusting screw 3, the distance between the first clamp 1 and the second clamp 2 can be adapted to the distance between the outer sides of the left and right formwork 5, thereby clamping them on the outer sides of the left and right formwork 5.

[0036] To facilitate stable clamping on the outer sides of the formwork 5 on both sides of the concrete beam to be poured, the first clamp 1 may include a first connecting pipe 11, an end plate 13 with a central hole at the first end of the first connecting pipe 11, and a first clamping rod 12 vertically arranged on the side wall of the first end of the first connecting pipe 11, forming an inverted L-shaped right angle first clamp 1; the second clamp 2 includes a second connecting pipe 21 whose outer periphery is adapted to the inner periphery of the first connecting pipe 11, a sealing plate 23 at the first end of the second connecting pipe 21, an adjusting screw 3 welded to the middle of the sealing plate 23, and a second clamping rod 22 vertically arranged on the side wall of the second end of the second connecting pipe 21, forming an inverted L-shaped right angle second clamp 2.

[0037] The first end of the second connecting pipe 21 passes through the second end of the first connecting pipe 11, and the first clamping rod 12 and the second clamping rod 22 are in the same direction. The second connecting pipe 21 and the adjusting screw 3 are simultaneously inserted into the first connecting pipe 11. The adjusting screw 3 protrudes from the central hole of the end plate 13 of the first connecting pipe 11. The length of the second connecting pipe 21 inserted into the first connecting pipe 11 can be adjusted according to the distance between the outer sides of the left and right templates 5, so that the distance between the first clamping rod 12 and the second clamping rod 22 is close to the distance between the outer sides of the left and right templates 5. Then, it is clamped on the outer side of the left and right templates 5. The first connecting pipe 11 and the second connecting pipe 21 are horizontal above the left and right templates 5. Further adjustment is made so that the first clamping rod 12 and the second clamping rod 22 are respectively close to the outer side of the left and right templates 5. Finally, the part of the adjusting screw 3 that protrudes from the central hole is tightened with the nut 4. The support rods evenly arranged between the inner sides of the left and right templates 5 cooperate with the concrete beam template reinforcement device evenly arranged on the outer side of the left and right templates to clamp and position the left and right templates respectively.

[0038] The interlocking first connecting pipe 11 and the second connecting pipe 21 can be used to reinforce left and right templates with different spacing.

[0039] In one specific embodiment of this utility model, for stable insertion, both the first connecting pipe 11 and the second connecting pipe 21 are steel pipes with rectangular cross-sections. The square steel pipes facilitate alignment and insertion of the first connecting pipe 11 and the second connecting pipe 21. After insertion, the first clamping rod 12 and the second clamping rod 22 can be stably kept in the same direction, which is convenient for installation onto the outer mold.

[0040] In a specific embodiment of this utility model, the first clamping rod 12 and the second clamping rod 22 can be irregularly shaped channel steel of the same size. The irregularly shaped channel steel includes a middle plate with a lower end wider than the upper end and vertical plates and inclined plates respectively welded to both sides of the middle plate. The lower end of the first clamping rod 12 is welded to the side of the first connecting pipe 11, and the lower end of the second clamping rod 22 is welded to the side wall of the second connecting pipe 21. The vertical plates of the first clamping rod 12 and the vertical plates of the second clamping rod 22 are arranged opposite each other.

[0041] The first clamping rod 12 is welded to the first end of the first connecting pipe 11, and the second clamping rod 22 is welded to the second end of the second connecting pipe 21. The vertical plate forms a right angle with the first connecting pipe 11 / second connecting pipe 21. The vertical plates of the two clamping rods face each other. The first clamping rod 12, the first connecting pipe 11, the second connecting pipe 21, and the second clamping rod 22 form a right-angled U-shaped clamping component, which can be completely clamped to the outside of the left and right templates.

[0042] In one specific embodiment of this utility model, in order to ensure stable welding, the width of the vertical plate is equal to the width of the side wall of the first connecting pipe 11, and the wide end of the first clamping rod 12 / second clamping rod 22 can be stably and firmly welded to the first connecting pipe 11 / second connecting pipe 21.

[0043] In one specific embodiment of this utility model, the first connecting pipe 11 and the second connecting pipe 21 can have the same length, and the insertion of the first connecting pipe 11 and the second connecting pipe 21 can form various lengths, which can be applied to the reinforcement of various beam cross-section external molds.

[0044] In one specific embodiment of this utility model, the height of the first clamping rod 12 and the second clamping rod 22 can be no less than two-thirds of the height of the template 5, which is beneficial for the stable clamping of the template 5.

[0045] In one specific embodiment of this utility model, in order to stably connect the first connecting pipe 11 and the second connecting pipe 21, the screw can be an M12 screw, and an M12 nut 4 is tightened at the outer end of the screw. The thicker screw can stably support the sealing plate 23 connecting the second connecting pipe 21 and the end plate of the first connecting pipe.

[0046] In one specific embodiment of this utility model, the length of the screw is not less than the length of the first connecting tube 11, which ensures that the screw can be tightened when the first connecting tube 11 and the second connecting tube 21 are connected to form the longest possible length.

[0047] In one specific embodiment of this utility model, in order to prevent water ingress, a sealing plate is provided at the second end of the second connecting pipe 21. Each port of the second connecting pipe 21 and the first connecting pipe 11 is not completely open, which can reduce water ingress.

[0048] In a specific embodiment of this utility model, the number of concrete beam formwork reinforcement devices used can be determined according to the length of the formwork 5. The concrete beam formwork reinforcement devices can be evenly arranged on the outer side of both formworks, and concrete support rods are evenly supported between the inner sides of both formworks. Secondary timber squares are evenly supported on the outer side of the formwork along the height direction. The concrete support rods, timber squares and the concrete beam formwork reinforcement devices work together to clamp the two formworks 5.

[0049] The dimensions of each component of this utility model can be flexibly set according to the construction situation, and no specific limitation is made here.

[0050] The concrete beam formwork reinforcement device according to the present invention is described above by way of example with reference to the accompanying drawings. However, those skilled in the art should understand that various modifications can be made to the concrete beam formwork reinforcement device proposed in the present invention without departing from the scope of the present invention. Therefore, the scope of protection of the present invention should be determined by the contents of the appended claims.

Claims

1. A concrete beam formwork reinforcement device, characterized in that, Includes a first clamp and a second clamp connected by an adjusting screw, wherein, The first clamp includes a first connecting pipe, an end plate with a central hole is provided at the first end of the first connecting pipe, and a first clamping rod is vertically provided on the side wall of the first end of the first connecting pipe. The second clamp includes a second connecting pipe whose outer periphery is adapted to the inner periphery of the first connecting pipe, a sealing plate is provided at the first end of the second connecting pipe, the adjusting screw is welded to the middle of the sealing plate, and a second clamping rod is vertically provided on the side wall of the second end of the second connecting pipe. The first end of the second connecting pipe is inserted into the second end of the first connecting pipe, the adjusting screw passes through the central hole and is fastened by a nut, and the first clamping rod and the second clamping rod are in the same direction; The first connecting pipe and the second connecting pipe are positioned horizontally above the formwork on both sides of the concrete beam to be poured, and the first clamping rod and the second clamping rod are respectively attached to the outer side of the formwork on both sides.

2. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, Both the first connecting pipe and the second connecting pipe are steel pipes with a rectangular cross-section.

3. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, The first clamp and the second clamp are irregularly shaped channel steel of the same size. The irregularly shaped channel steel includes a middle plate with a lower end wider than the upper end and vertical plates and inclined plates respectively welded to both sides of the middle plate. The lower end of the first clamp is welded to the side wall of the first connecting pipe, and the lower end of the second clamp is welded to the side wall of the second connecting pipe. The vertical plates of the first clamp and the second clamp are arranged facing each other.

4. The concrete beam formwork reinforcement device as described in claim 3, characterized in that, The width of the vertical plate is equal to the width of the side wall of the first connecting pipe.

5. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, The first connecting pipe and the second connecting pipe are of the same length.

6. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, The height of the first clamp is greater than two-thirds of the height of the template.

7. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, The screw is an M12 screw.

8. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, The length of the screw is not less than the length of the first connecting pipe.

9. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, A sealing plate is provided at the second end of the second connecting pipe.

10. The concrete beam formwork reinforcement device as described in claim 1, characterized in that, The concrete beam formwork reinforcement device is evenly arranged on the outer side of the two side formworks, and support rods are evenly arranged between the inner sides of the two side formworks.

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