Cross beam reinforcing template structure

Abstract

The utility model relates to a beam reinforcing template structure, which belongs to the technical field of reinforcing template structures and comprises a template frame body, a steel wire mesh is fixed on the upper surface of the template frame body through bolts, and a connecting mechanism is arranged in the template frame body. According to the cross beam reinforced formwork structure, the formwork frame body can be supported through the supporting plates, the strength of the formwork frame body is improved, the front face and the back face of the formwork frame body can be blocked by formworks, and poured concrete is prevented from being lost; the strength of the cross beam and the formwork frame body can be improved by arranging no less than two reinforcing rods on the upper side and the lower side in the formwork frame body, the left side and the right side of the formwork frame body can be supported through the supporting frames on the left side and the right side, and the situation of deformation is prevented; and through mutual cooperation of at least two circulating holes in the left side and the right side and at least two filter screens in the left side and the right side, blocking bubbles in poured concrete in the formwork frame body can be discharged, and the stability of the cross beam formwork structure can be improved.

Description

Technical Field

[0001] This utility model relates to the field of reinforced template structure technology, specifically a crossbeam reinforced template structure. Background Technology

[0002] Beams bear the weight of the components in the superstructure of a building and the entire weight of the roof. They are one of the most important parts of the superstructure. Depending on their location, beams are divided into horizontal beams and vertical beams. Horizontal beams are arranged along the short axis of the building and are perpendicular to the vertical beams. During construction, horizontal beams are usually formed by pouring concrete, and pouring formwork is required when pouring concrete.

[0003] For example, Chinese patent CN219509178U discloses a beam template reinforcement structure, including a base plate and two fixed plates. The fixed plates are vertically fixed to the base plate, and the two fixed plates are arranged parallel to each other, forming a reinforcement cavity between the two fixed plates and the base plate. Several reinforcement mechanisms are provided on the fixed plates, including reinforcement rods and operating heads. The reinforcement rods are vertically inserted through the fixed plates and threaded to the fixed plates. The operating head is fixedly connected to the end of the reinforcement rod away from the reinforcement cavity. The beam template reinforcement structure is moved from bottom to top towards the beam template, so that the beam template is placed in the reinforcement cavity and the bottom end of the beam template abuts against it. The operating head is rotated to drive the reinforcement rods to tighten towards the beam template until the reinforcement mechanism abuts against the beam template. The base plate and the fixed plates provide strong support for the beam template from the bottom and side, respectively. The application has the effect of effectively avoiding the problem of formwork bulging, reducing the amount of subsequent repair work, and ensuring the progress of the project.

[0004] While the aforementioned patent effectively avoids the problem of formwork bulging, reduces the amount of subsequent repair work, and ensures the progress of the project, the simple internal structure of the beam formwork makes it easy for local deformation of the beam formwork to occur during concrete pouring, thus reducing its practicality. Utility Model Content

[0005] To address the shortcomings of existing technologies, this utility model provides a reinforced beam formwork structure, which has advantages such as improving the stability of the beam formwork structure. It solves the problem that when pouring concrete into the beam formwork, the simple internal structure of the beam formwork makes it easy for local deformation to occur, thus reducing its practicality.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a crossbeam reinforced template structure, including a template frame, a wire mesh fixed to the upper surface of the template frame by bolts, a connecting mechanism provided inside the template frame, a concrete layer poured inside the template frame, and at least two flow holes opened on both the left and right sides of the template frame, with a filter screen provided inside the flow holes;

[0007] The connecting mechanism includes at least two reinforcing rods, at least two semi-ring frames, at least two reinforcing bars, two mounting plates, at least two connecting rods, at least two support frames, and connecting components. At least two reinforcing rods are disposed on the upper and lower sides of the interior of the template frame. At least two semi-ring frames are fixed to the left and right sides of the upper surface of the at least two reinforcing rods. The reinforcing bars are placed inside the semi-ring frames. The two mounting plates are fixed to the left and right sides of the lower surface of the template frame by bolts. At least two connecting rods are fixed to the lower surface of the left and right mounting plates. The support frames are fixed to the outside of the connecting rods.

[0008] By adopting this technical solution, the stability of the beam formwork structure can be improved through the connection mechanism.

[0009] Furthermore, at least two of the reinforcing rods are evenly distributed on the upper and lower sides of the interior of the template frame.

[0010] By adopting this technical solution, the overall strength of the template frame can be improved by using no fewer than two reinforcing rods, thereby increasing the strength of the crossbeams.

[0011] Furthermore, the semi-ring frames on the left and right sides are symmetrically distributed on both sides of the longitudinal central axis of the reinforcing rod.

[0012] By adopting this technical solution, the reinforcing bars can be placed inside the semi-ring frame, and the semi-ring frame can limit the position of the reinforcing bars, making it easier to pour concrete.

[0013] Furthermore, the connecting assembly includes a support plate, at least two plug-in cylinders, at least two plug-in rods, and at least two plug-in holes. The support plate is placed on the lower surface of the template frame, and the upper surface of the support plate is in contact with the lower surface of the template frame.

[0014] By adopting this technical solution, the strength of the crossbeam can be improved through the support plate.

[0015] Furthermore, at least two of the plug-in tubes are fixed on the left and right sides of the upper surface of the support plate, the bottom end of the connecting rod is slidably inserted into the inside of the plug-in tube, at least two of the plug-in holes are opened on the left and right sides of the lower surface of the template frame, the plug-in rod is slidably connected into the inside of the plug-in hole, and the bottom end of the plug-in rod is fixedly connected to the upper surface of the support plate.

[0016] By adopting this technical solution, the stability of the support plate on the lower surface of the template frame can be improved through the cooperation of no less than two insertion holes and no less than two insertion rods, thus preventing lateral displacement.

[0017] Furthermore, the gap of the plug rod matches the gap of the plug hole.

[0018] By adopting this technical solution, the stability of the connector rod when sliding into the connector hole can be improved.

[0019] Furthermore, the gap of the plug tube matches the gap of the connecting rod.

[0020] By adopting this technical solution, the stability of the bottom end of the connecting rod when inserted into the plug tube can be improved.

[0021] Furthermore, the support plate is located on the longitudinal central axis of the template frame.

[0022] By adopting this technical solution, the template frame can be supported by the support plate.

[0023] Compared with the prior art, the technical solution of this application has the following beneficial effects:

[0024] This reinforced formwork structure features a crossbeam with supporting plates to enhance its strength. At least two reinforcing bars are placed inside at least two semi-circular frames before concrete is poured into the formwork. The front and back of the formwork are protected by the formwork to prevent concrete loss. At least two reinforcing bars on the upper and lower sides of the formwork enhance its strength. Support frames on the left and right sides support the formwork to prevent deformation. At least two flow holes and two filter screens on each side work together to remove air bubbles from the poured concrete, improving the stability of the crossbeam formwork structure. Attached Figure Description

[0025] Figure 1 This is a schematic diagram of the structure of this utility model;

[0026] Figure 2 This is a schematic diagram of the connection mechanism of this utility model;

[0027] Figure 3 This is a three-dimensional structural diagram of the reinforcing rod of this utility model.

[0028] In the diagram: 1. Template frame; 2. Wire mesh; 3. Connecting mechanism; 31. Reinforcing rod; 32. Semi-ring frame; 33. Reinforcing bar; 34. Mounting plate; 35. Connecting rod; 36. Support frame; 371. Support plate; 372. Insert sleeve; 373. Insert rod; 374. Insert hole; 4. Concrete layer; 5. Flow hole; 6. Filter screen. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0030] Please see Figure 1 In this embodiment, a crossbeam reinforcement template structure includes a template frame 1. A wire mesh 2 is fixed to the upper surface of the template frame 1 by bolts. A connecting mechanism 3 is provided inside the template frame 1 to improve the stability of the crossbeam template structure. A concrete layer 4 is poured inside the template frame 1. At least two flow holes 5 are provided on both the left and right sides of the template frame 1. A filter screen 6 is provided inside the flow hole 5. The filter screen 6 is made of stainless steel.

[0031] Please see Figures 2 to 3 In order to improve the stability of the beam formwork structure, the connecting mechanism 3 in this embodiment includes no fewer than two reinforcing rods 31, no fewer than two semi-ring frames 32, no fewer than two reinforcing bars 33, two mounting plates 34, no fewer than two connecting rods 35, no fewer than two support frames 36 and connecting components. The no fewer than two reinforcing rods 31 are all arranged on the upper and lower sides inside the formwork frame 1.

[0032] In this embodiment, at least two semi-ring frames 32 are fixed on the left and right sides of the upper surface of at least two reinforcing rods 31. The reinforcing bars 33 are placed inside the semi-ring frames 32. The two mounting plates 34 are fixed on the left and right sides of the lower surface of the template frame 1 by bolts. At least two connecting rods 35 are fixed on the lower surface of the left and right mounting plates 34. The support frame 36 is fixed on the outside of the connecting rods 35.

[0033] In this embodiment, at least two steel bars 33 can be placed inside at least two semi-ring frames 32. Then, concrete can be poured into the interior of the template frame 1 until the template frame 1 is full. The front and back of the template frame 1 can be blocked by templates to prevent the poured concrete from being lost.

[0034] In this embodiment, at least two reinforcing rods 31 are evenly distributed on the upper and lower sides inside the template frame 1. The left and right semi-ring frames 32 are symmetrically distributed on the left and right sides of the longitudinal central axis of the reinforcing rods 31. The connecting components include a support plate 371, at least two plug-in tubes 372, at least two plug-in rods 373, and at least two plug-in holes 374. The support plate 371 is placed on the lower surface of the template frame 1, and the upper surface of the support plate 371 is in contact with the lower surface of the template frame 1. At least two plug-in tubes 372 are fixed on the left and right sides of the upper surface of the support plate 371.

[0035] In this embodiment, at least two plug rods 373 can be slidably inserted into at least two plug holes 374 so that the upper surface of the support plate 371 is in contact with the lower surface of the template frame 1. The support plate 371 can support the template frame 1 and improve the strength of the template frame 1.

[0036] In this embodiment, the bottom end of the connecting rod 35 is slidably inserted into the inside of the insertion tube 372. At least two insertion holes 374 are opened on the left and right sides of the lower surface of the template frame 1. The insertion rod 373 is slidably connected to the inside of the insertion hole 374. The bottom end of the insertion rod 373 is fixedly connected to the upper surface of the support plate 371. The gap of the insertion rod 373 matches the gap of the insertion hole 374. The gap of the insertion tube 372 matches the gap of the connecting rod 35. The support plate 371 is located on the longitudinal central axis of the template frame 1.

[0037] In this embodiment, the template frame 1, reinforcing rod 31, semi-ring frame 32, mounting plate 34, connecting rod 35, support frame 36, support plate 371, plug-in tube 372 and plug-in rod 373 are all made of steel structure material. The template frame 1 and the concrete layer 4 are designed as an integral unit, so there is no need to disassemble the template frame 1. The overall strength is strong, the template frame 1 is not easy to deform, and the stability is high.

[0038] It should be noted that by setting no fewer than two reinforcing rods 31 on the upper and lower sides inside the template frame 1, the strength of the crossbeam and the template frame 1 can be improved. Then, the bottom ends of no fewer than two connecting rods 35 on the left and right sides are slidably inserted into the interior of no fewer than two insertion tubes 372 on the left and right sides. Then, two mounting plates 34 are fixed to the left and right sides of the lower surface of the template frame 1, so that the left and right support frames 36 are in close contact with the left and right sides of the template frame 1. The left and right support frames 36 can support the left and right sides of the template frame 1 to prevent deformation. With the cooperation of no fewer than two flow holes 5 on the left and right sides and no fewer than two filter screens 6 on the left and right sides, the air bubbles blocked in the concrete poured inside the template frame 1 can be discharged, which can improve the stability of the crossbeam template structure.

[0039] The working principle of the above embodiments is as follows:

[0040] At least two insertion rods 373 can be slidably inserted into at least two insertion holes 374 to make the upper surface of the support plate 371 fit against the lower surface of the formwork frame 1. The support plate 371 can support the formwork frame 1 and increase its strength. At least two reinforcing bars 33 can be placed inside at least two semi-ring frames 32. Then, concrete can be poured into the interior of the formwork frame 1 until it is full. The front and back of the formwork frame 1 can be blocked with formwork to prevent the poured concrete from flowing out. At least two reinforcing bars 31 can be set on the upper and lower sides inside the formwork frame 1 to improve its strength. To enhance the strength of the beam and the formwork frame 1, the bottom ends of at least a number of connecting rods 35 on the left and right sides are slidably inserted into the interior of at least a number of insertion tubes 372 on the left and right sides. Then, two mounting plates 34 are fixed to the left and right sides of the lower surface of the formwork frame 1, so that the support frames 36 on the left and right sides are in close contact with the left and right sides of the formwork frame 1. The support frames 36 on the left and right sides can support the left and right sides of the formwork frame 1 to prevent deformation. With the cooperation of at least two flow holes 5 on the left and right sides and at least two filter screens 6 on the left and right sides, air bubbles blocked in the concrete poured inside the formwork frame 1 can be discharged, which can improve the stability of the beam formwork structure.

Claims

1. A beam-reinforced formwork structure, comprising a formwork frame (1), characterized in that: The upper surface of the template frame (1) is fixed with wire mesh (2) by bolts. The template frame (1) is equipped with a connecting mechanism (3). The template frame (1) is filled with a concrete layer (4). The template frame (1) has at least two flow holes (5) on both the left and right sides. The flow holes (5) are equipped with filter screens (6). The connecting mechanism (3) includes at least two reinforcing rods (31), at least two semi-ring frames (32), at least two reinforcing bars (33), two mounting plates (34), at least two connecting rods (35), at least two support frames (36), and connecting components. At least two reinforcing rods (31) are all located on the upper and lower sides inside the template frame (1). At least two semi-ring frames (32) are all fixed on the left and right sides of the upper surface of at least two reinforcing rods (31). The reinforcing bars (33) are placed inside the semi-ring frames (32). The two mounting plates (34) are all fixed on the left and right sides of the lower surface of the template frame (1) by bolts. At least two connecting rods (35) are all fixed on the lower surface of the left and right mounting plates (34). The support frame (36) is fixed on the outside of the connecting rods (35).

2. The beam-reinforced formwork structure according to claim 1, characterized in that: No fewer than two of the reinforcing rods (31) are evenly distributed on the upper and lower sides inside the template frame (1).

3. The beam-reinforced formwork structure according to claim 1, characterized in that: The semi-ring frames (32) on the left and right sides are symmetrically distributed on the left and right sides of the longitudinal central axis of the reinforcing rod (31).

4. The beam-reinforced formwork structure according to claim 1, characterized in that: The connecting assembly includes a support plate (371), at least two plug-in tubes (372), at least two plug-in rods (373), and at least two plug-in holes (374). The support plate (371) is placed on the lower surface of the template frame (1), and the upper surface of the support plate (371) is in contact with the lower surface of the template frame (1).

5. A beam-reinforced formwork structure according to claim 4, characterized in that: At least two of the plug-in tubes (372) are fixed on the left and right sides of the upper surface of the support plate (371). The bottom end of the connecting rod (35) is slidably inserted into the inside of the plug-in tube (372). At least two plug-in holes (374) are opened on the left and right sides of the lower surface of the template frame (1). The plug-in rod (373) is slidably connected to the inside of the plug-in hole (374). The bottom end of the plug-in rod (373) is fixedly connected to the upper surface of the support plate (371).

6. A beam-reinforced formwork structure according to claim 4, characterized in that: The gap of the plug rod (373) matches the gap of the plug hole (374).

7. A beam-reinforced formwork structure according to claim 4, characterized in that: The gap of the plug tube (372) matches the gap of the connecting rod (35).

8. A beam-reinforced formwork structure according to claim 4, characterized in that: The support plate (371) is located on the longitudinal central axis of the template frame (1).

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