A building structure design floor beam reinforcing structure

By using components such as anti-tilt plates, lifting components, and fixed shells in combination, the problems of consuming metal materials and affecting aesthetics in floor beam reinforcement are solved, achieving fast and stable floor beam reinforcement and reducing the operational complexity for construction workers.

CN117248757BActive Publication Date: 2026-02-10ZHEJIANG ENG DESIGN
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Patent Information

Application Number
CN202311462620.2
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-11-06
Publication Date
2026-02-10
Estimated Expiration
2043-11-06

AI Technical Summary

Technical Problem

In existing technologies, floor beam reinforcement methods consume metal materials, affect aesthetics, and require workers to climb to heights, which is inconvenient.

Method used

The system employs a combination of anti-tilt plates, lifting components, fixed housings, hydraulic cylinders, lifting rods, lifting pipes, and reinforcement components. The hydraulic cylinders drive the lifting rods and fixed housing to rise and fall, the linkage components control the screw rotation, the squeezing components clamp the cement, and the support components support the bottom, thus achieving rapid reinforcement.

Benefits of technology

It enables rapid and stable reinforcement of floor beams, reduces the use of metal materials, avoids aesthetic impact and the inconvenience of climbing operations, and improves construction efficiency.

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Abstract

The application discloses a building structure design floor beam reinforcing structure, which comprises a bottom plate, four anti-inclination plates, a lifting assembly, a fixing shell and the like. Through cooperation of the anti-inclination plates, the lifting assembly, the fixing shell, a hydraulic cylinder, a lifting rod, a lifting pipe, a moving hole and a reinforcing assembly, the lifting plate is lowered to drive the extrusion plate to extrude the reinforcing plate, the reinforcing plate is moved to drive the control rod to move in the control groove, and the reinforcing plate is moved to drive the extension plate to move in the movable hole and contact the floor beam, so that the problem that after the main beam is completed, more metal support rods are used for reinforcement, the reinforcement method consumes more metal materials and is relatively unsightly, and when the main beam is reinforced by using cement and a metal frame, the wood plate is generally supported by multiple long support rods to prevent the cement from descending when not setting, so that workers need to climb high to attach the wood plate to the surface of the cement during reinforcement, which is relatively troublesome.
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Description

Technical Field

[0001] This invention belongs to the field of building construction technology, and in particular relates to a floor beam reinforcement structure for building structural design. Background Technology

[0002] Floor beams can improve the overall rigidity and stability of a building, while also making the roof more aesthetically pleasing. They can effectively prevent collapse and injury during earthquakes. By adding a metal frame to the surface of the original floor beam and then pouring cement into it, the floor beam can be reinforced after the cement hardens. Furthermore, the floor beam can be reinforced into a square shape to enhance its appearance.

[0003] Chinese patent disclosure CN217353553U discloses a floor beam reinforcement structure for building structures. The main beam has a top plate at its top and bottom connectors on both sides of its bottom. These L-shaped bottom connectors have their top horizontal sections contacting the bottom of the formwork. This floor beam reinforcement structure connects the bottom connectors to the top plate, ensuring a tight connection and thus limiting the position of each formwork section. The bottom connectors are connected to the top plate via a butt joint structure, thereby limiting and reinforcing each formwork section and improving the connection tightness between the formwork and the main beam. This addresses the problem in existing technologies where the main beam is not reinforced after pouring, but the bottom formwork still risks falling off shortly after pouring, posing a safety threat to construction workers.

[0004] However, the above-mentioned device still has the following problems during implementation:

[0005] Existing technologies and the aforementioned solutions require the use of numerous metal supports for reinforcement of the main beam after construction. However, this reinforcement method is resource-intensive and aesthetically unappealing. When reinforcing the main beam with cement and a metal frame, multiple long support rods are typically used to hold up wooden planks to prevent the cement from settling. This requires workers to climb and attach the planks to the cement surface, which is cumbersome. Therefore, a new building structure design for floor beam reinforcement is proposed to address these issues. Summary of the Invention

[0006] To address the problems existing in the prior art, this invention provides a floor beam reinforcement structure for building structures, which has the advantage of rapid reinforcement and can overcome the above-mentioned problems or at least partially solve the problem of using a large number of metal supports for reinforcement of the main beam after construction. However, this reinforcement method is relatively wasteful of metal materials and affects the aesthetics. When using cement and metal frames to reinforce the main beam, multiple long support rods are usually used to hold up wooden boards to prevent the cement from sinking before it sets. This requires workers to climb up to attach the wooden boards to the cement surface, which is quite troublesome.

[0007] The present invention is implemented as follows: a building structure design floor beam reinforcement structure includes a base plate, four anti-tilt plates, a lifting assembly and a fixing shell. The surface of the base plate is fixedly connected to the anti-tilt plates, the lifting assembly is disposed on the top of the base plate, and the fixing shell is disposed on the top of the lifting assembly.

[0008] A lifting assembly for raising and lowering a fixed housing includes a hydraulic cylinder, four lifting rods, four lifting tubes, and a moving hole. The output end of the hydraulic cylinder is fixedly connected to the base plate, the top of the hydraulic cylinder is fixedly connected to the fixed housing, the bottom of the lifting rod is fixedly connected to the base plate, the lifting tube is sleeved on the surface of the lifting rod, the top of the lifting tube is fixedly connected to the bottom of the fixed housing, and the moving hole is opened on the side of the lifting tube near the hydraulic cylinder.

[0009] A reinforcement component for processing both sides of a face beam, the reinforcement component includes a ventilation frame plate, and the surface of the ventilation frame plate has multiple holes. The bottom of the ventilation frame plate is fixedly connected to the top of the fixed shell. A connecting plate is fixedly connected to one side of each of the two ventilation frame plates. A reinforcement plate is provided on one side of each of the two connecting plates, and the reinforcement plate is used to clamp both sides of the face beam.

[0010] An extrusion assembly for moving the reinforcing plate, the extrusion assembly being disposed on one side opposite to the two ventilation frame plates;

[0011] A linkage component for coordinating the simultaneous operation of two extrusion components, the linkage component being disposed within the inner cavity of the fixed housing;

[0012] A support assembly for reinforcing the bottom of the face beam, the support assembly being disposed on the top of the fixed shell.

[0013] In a preferred embodiment of the present invention, the extrusion assembly includes a lifting plate, a threaded hole, a screw, and an extrusion plate. The threaded hole is located on the top of the lifting plate, and the screw is threaded into the inner cavity of the threaded hole. The two extrusion plates are rotatably connected to each other on opposite sides via a rotating shaft, and the two extrusion plates are rotatably connected to a reinforcing plate on opposite sides via a rotating shaft.

[0014] As a preferred embodiment of the present invention, control grooves are provided on the front and rear sides of the two connecting plates on opposite sides. A control rod that works with the reinforcing plate is slidably connected to the inner cavity of the control groove. The side of the control rod closest to the reinforcing plate is fixedly connected to the reinforcing plate.

[0015] As a preferred embodiment of the present invention, the linkage component includes a dual-axis motor, the bottom of which is fixedly connected to the inner wall of the fixed housing, and worm gears are fixedly connected to the left and right output ends of the dual-axis motor. A worm plate is meshed with the rear side of the worm gear, and the bottom of the worm plate is rotatably connected to the inner wall of the fixed housing through a bearing seat. The bottom of the screw passes through the connecting plate and the fixed housing and is fixedly connected to the worm plate.

[0016] As a preferred embodiment of the present invention, the support assembly includes an electric cylinder, the output end of which is fixedly connected to a bonding plate, and sliders are fixedly connected to both the left and right sides of the bonding plate. The front and rear sides of the two reinforcing plates on opposite sides are provided with grooves that cooperate with the sliders, and the sliders are slidably connected to the inner cavity of the grooves.

[0017] As a preferred embodiment of the present invention, the right side of the bonding plate is provided with a movable hole, and the left and right sides of the inner cavity of the movable hole are fixedly connected to an extension plate, and the opposite sides of the two extension plates are fixedly connected to a slider.

[0018] As a preferred embodiment of the present invention, the inner cavity of the fixed shell is movably connected to a support frame, and the side of the support frame near the moving hole passes through the moving hole and is fixedly connected to the lifting rod.

[0019] As a preferred embodiment of the present invention, a shock-absorbing block for damping the lifting rod is fixedly connected to the top of the lifting rod, and the top of the shock-absorbing block is in contact with the top of the inner cavity of the lifting tube.

[0020] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0021] 1. This invention utilizes an anti-tilt plate, a lifting assembly, a fixed shell, a hydraulic cylinder, a lifting rod, a lifting pipe, a moving hole, and a reinforcing assembly in a coordinated manner. The lowering of the lifting plate causes the pressing plate to press against the reinforcing plate. The movement of the reinforcing plate causes the control rod to move within the control slot. The movement of the reinforcing plate causes the extension plate to move within the movable hole and contact the beam. This solves the problem of using a large number of metal supports for reinforcement after the main beam is completed. However, this reinforcement method is wasteful of metal materials and affects the aesthetics. When using cement and a metal frame to reinforce the main beam, multiple long support rods are usually used to hold up the wooden board to prevent the cement from sinking before it sets. This requires workers to climb up to attach the wooden board to the cement surface, which is quite troublesome.

[0022] 2. By setting up an extrusion assembly, the rotation of the screw will cause the lifting plate to descend on the surface of the screw. The descent of the lifting plate will cause the extrusion plate to squeeze the reinforcing plate. The reinforcing plate will move and come into contact with the cement structure. By rotating two screws and causing two lifting plates to descend, the two reinforcing plates can be clamped to the cement at the same time.

[0023] 3. By setting up control grooves and control rods, the present invention can control the movement stroke of the reinforcing plate when it moves. In this way, the reinforcing plate can move stably and stick tightly to the cement when it is squeezed.

[0024] 4. By setting up a linkage component, when it is necessary for the two screws to rotate simultaneously, the dual-axis motor is turned on. The operation of the dual-axis motor drives the worm connected to the output end to rotate. The rotation of the worm will drive the meshing worm plate to rotate. The rotation of the worm plate on the top of the bearing seat will drive the screw to rotate.

[0025] 5. By setting up a support component, when it is necessary to support the bottom of the cement, the electric cylinder is activated to drive the output end bonding plate to rise. The rising of the bonding plate will drive the slider to rise in the groove, and then the bonding plate will contact the bottom of the surface beam.

[0026] 6. By setting up movable holes and extension plates, when floor beams of different widths need to be reinforced, the movement of the reinforcement plate will cause the extension plate to move out of the movable holes, and then the extension plate can support the bottom of the floor beam reinforcement area.

[0027] 7. By setting up a support frame, the present invention can control the position of the four lifting rods when the lifting rods move upward in the lifting tube, and the support frame can also support the four lifting tubes, which makes it more stable.

[0028] 8. By setting up shock absorbers, the hydraulic cylinder can protect the lifting rod when it descends to the bottom inside the lifting tube. This prevents the top of the fixed shell from shaking violently and prevents dust from falling onto people's heads. Attached Figure Description

[0029] Figure 1 This is a schematic diagram of the structure provided in an embodiment of the present invention;

[0030] Figure 2 This is a three-dimensional schematic diagram of the lifting assembly provided in an embodiment of the present invention;

[0031] Figure 3 This is a perspective sectional view of the fixed shell provided in an embodiment of the present invention;

[0032] Figure 4 This is a three-dimensional connection diagram of the reinforcing plate and the expansion plate provided in an embodiment of the present invention;

[0033] Figure 5 This is a three-dimensional schematic diagram of the linkage component and support component provided in an embodiment of the present invention;

[0034] Figure 6 This is a three-dimensional connection diagram of the ventilation frame plate, connecting plate and lifting plate provided in an embodiment of the present invention.

[0035] In the diagram: 1. Base plate; 2. Anti-tilt plate; 3. Lifting assembly; 31. Hydraulic cylinder; 32. Lifting rod; 33. Lifting pipe; 34. Moving hole; 4. Fixed shell; 5. Reinforcing assembly; 51. Ventilation frame plate; 52. Connecting plate; 53. Reinforcing plate; 6. Extrusion assembly; 61. Lifting plate; 62. Threaded hole; 63. Screw; 64. Extrusion plate; 7. Linkage assembly; 71. Dual-axis motor; 72. Worm gear; 73. Worm plate; 8. Support assembly; 81. Electric cylinder; 82. Adhesive plate; 83. Slider; 84. Slide groove; 9. Control groove; 10. Control rod; 11. Movable hole; 12. Extension plate; 13. Support frame; 14. Shock absorber block. Detailed Implementation

[0036] To further understand the invention's content, features, and effects, the following embodiments are provided, and detailed descriptions are given in conjunction with the accompanying drawings.

[0037] The structure of the present invention will now be described in detail with reference to the accompanying drawings.

[0038] like Figures 1 to 6 As shown in the figure, an embodiment of the present invention provides a floor beam reinforcement structure for building structure design, including a base plate 1, four anti-tilt plates 2, a lifting assembly 3 and a fixing shell 4. The surface of the base plate 1 is fixedly connected to the anti-tilt plates 2, the lifting assembly 3 is disposed on the top of the base plate 1, and the fixing shell 4 is disposed on the top of the lifting assembly 3.

[0039] The lifting assembly 3 is used to lift the fixed shell 4. The lifting assembly 3 includes a hydraulic cylinder 31, four lifting rods 32, four lifting tubes 33 and a moving hole 34. The output end of the hydraulic cylinder 31 is fixedly connected to the base plate 1, the top of the hydraulic cylinder 31 is fixedly connected to the fixed shell 4, the bottom of the lifting rods 32 is fixedly connected to the base plate 1, the lifting tubes 33 are sleeved on the surface of the lifting rods 32, the top of the lifting tubes 33 is fixedly connected to the bottom of the fixed shell 4, and the moving hole 34 is opened on the side of the lifting tubes 33 near the hydraulic cylinder 31.

[0040] The reinforcement component 5 is used for processing both sides of the face beam. The reinforcement component 5 includes a ventilation frame plate 51, and the surface of the ventilation frame plate 51 has multiple holes. The bottom of the ventilation frame plate 51 is fixedly connected to the top of the fixed shell 4. A connecting plate 52 is fixedly connected to the opposite side of each of the two ventilation frame plates 51. A reinforcement plate 53 is provided on the opposite side of each of the two connecting plates 52. The reinforcement plate 53 is used to clamp both sides of the face beam.

[0041] The extrusion assembly 6 is used to move the reinforcing plate 53 and is disposed on one side opposite to the two ventilation frame plates 51.

[0042] Linkage component 7 is used to link the two extrusion components 6 to operate simultaneously. Linkage component 7 is located in the inner cavity of the fixed shell 4.

[0043] Support component 8 is used to reinforce the bottom of the face beam and is located on the top of the fixed shell 4.

[0044] refer to Figure 5 The extrusion assembly 6 includes a lifting plate 61, a threaded hole 62, a screw 63, and an extrusion plate 64. The threaded hole 62 is opened on the top of the lifting plate 61, and the screw 63 is threaded into the inner cavity of the threaded hole 62. The two extrusion plates 64 are rotatably connected to each other on opposite sides via a rotating shaft, and the two extrusion plates 64 are rotatably connected to the reinforcing plate 53 on opposite sides via a rotating shaft.

[0045] Using the above scheme: by setting the extrusion assembly 6, the rotation of the screw 63 will drive the lifting plate 61 to descend on the surface of the screw 63. The descent of the lifting plate 61 will drive the extrusion plate 64 to extrude the reinforcing plate 53. The reinforcing plate 53 will move and interact with the cement structure. By rotating the two screws 63 and driving the two lifting plates 61 to descend, the two reinforcing plates 53 can be clamped to the cement at the same time.

[0046] refer to Figure 4 Control grooves 9 are provided on the front and rear sides of the two connecting plates 52 on opposite sides. A control rod 10 is slidably connected to the inner cavity of the control groove 9 and used in conjunction with the reinforcing plate 53. The side of the control rod 10 closest to the reinforcing plate 53 is fixedly connected to the reinforcing plate 53.

[0047] The above solution is adopted: by setting control groove 9 and control rod 10, when the reinforcing plate 53 moves, the control rod 10 and control groove 9 can control the movement stroke of the reinforcing plate 53, so that the reinforcing plate 53 can move stably and stick tightly to the cement when it is squeezed.

[0048] refer to Figure 5 The linkage component 7 includes a dual-axis motor 71. The bottom of the dual-axis motor 71 is fixedly connected to the inner wall of the fixed housing 4. Worms 72 are fixedly connected to the output ends on both sides of the dual-axis motor 71. A worm plate 73 is meshed with the rear side of the worm 72. The bottom of the worm plate 73 is rotatably connected to the inner wall of the fixed housing 4 through a bearing seat. The bottom of the screw 63 passes through the connecting plate 52 and the fixed housing 4 and is fixedly connected to the worm plate 73.

[0049] Using the above solution: By setting up the linkage component 7, when it is necessary for the two screws 63 to rotate simultaneously, the dual-axis motor 71 is turned on. The operation of the dual-axis motor 71 drives the worm 72 connected to the output end to rotate. The rotation of the worm 72 will drive the meshing worm plate 73 to rotate. The rotation of the worm plate 73 on the top of the bearing seat will drive the screw 63 to rotate.

[0050] refer to Figure 3 The support assembly 8 includes an electric cylinder 81. The output end of the electric cylinder 81 is fixedly connected to a bonding plate 82. Slider 83 is fixedly connected to both the left and right sides of the bonding plate 82. The front and rear sides of the two reinforcing plates 53 are provided with grooves 84 that cooperate with the slider 83. The slider 83 is slidably connected to the inner cavity of the groove 84.

[0051] Using the above solution: By setting the support component 8, when it is necessary to support the bottom of the cement, the electric cylinder 81 is activated to drive the output end bonding plate 82 to rise. The rise of the bonding plate 82 will drive the slider 83 to rise in the slide groove 84, and then the bonding plate 82 will contact the bottom of the surface beam.

[0052] refer to Figure 4 An movable hole 11 is provided on the right side of the bonding plate 82. An extension plate 12 is fixedly connected to the left and right sides of the inner cavity of the movable hole 11. The opposite sides of the two extension plates 12 are fixedly connected to the slider 83.

[0053] Using the above solution: By setting the movable hole 11 and the extension plate 12, when it is necessary to reinforce floor beams of different widths, the movement of the reinforcement plate 53 will cause the extension plate 12 to move out of the movable hole 11, and then the extension plate 12 can support the bottom of the floor beam reinforcement area.

[0054] refer to Figure 2 The inner cavity of the fixed shell 4 is movably connected to a support frame 13. The side of the support frame 13 near the moving hole 34 passes through the moving hole 34 and is fixedly connected to the lifting rod 32.

[0055] The above solution is adopted: by setting up a support frame 13, when the lifting rod 32 moves upward within the lifting tube 33, the support frame 13 can control the position of the four lifting rods 32, and the support frame 13 can support the four lifting tubes 33, which will be more stable.

[0056] refer to Figure 2 A shock-absorbing block 14 for damping the lifting rod 32 is fixedly connected to the top of the lifting rod 32, and the top of the shock-absorbing block 14 contacts the top of the inner cavity of the lifting tube 33.

[0057] The above solution is adopted: by setting up shock absorber 14, when the hydraulic cylinder 31 drives the lifting rod 32 to descend to the bottom in the lifting tube 33, the shock absorber 14 can protect the lifting rod 32, so that the top of the fixed shell 4 will not shake violently, thus preventing dust from the top of the fixed shell 4 from falling onto people's heads.

[0058] Working principle of the invention:

[0059] During use, when reinforcing the face beam, the metal frame is connected to the ceiling inside the room. Cement is then filled into the metal frame, which is shaped into a square. Several people then move the base plate 1 to the bottom of the face beam. The hydraulic cylinder 31 is then activated, causing the output end to push the base plate 1. At this time, the lifting rod 32 rises within the cavity of the lifting pipe 33. The rising of the lifting rod 32 causes the fixed shell 4 to rise. The rising of the fixed shell 4 causes the ventilation frame plate 51 to contact the ceiling. The hydraulic cylinder 31 is then closed. The electric cylinder 81 is then activated, causing the output end bonding plate 82 to rise. The rising of the bonding plate 82 causes the slider 83 to rise within the slide groove 84. When the bonding plate 82 contacts the bottom of the face beam, the electric cylinder 81 is closed. The dual-axis motor 71 is then activated. The operation drives the worm gear 72 connected to the output end to rotate. The rotation of the worm gear 72 drives the meshing worm plate 73 to rotate. The rotation of the worm plate 73 on the top of the bearing seat drives the screw 63 to rotate. The rotation of the screw 63 drives the lifting plate 61 to descend on the surface of the screw 63. The descent of the lifting plate 61 drives the pressing plate 64 to press the reinforcing plate 53. The movement of the reinforcing plate 53 drives the control rod 10 to move in the control groove 9. The movement of the reinforcing plate 53 drives the extension plate to move in the movable hole 11 and contact the face beam. Then the dual-axis motor 71 can be turned off. After that, the cement reinforced by the ventilated face beam will solidify. The above steps complete the reinforcement of the face beam during the forming process, improve the creativity of the floor beam reinforcement structure in the building structure design, and facilitate the use of users.

[0060] In summary, this building structure design for floor beam reinforcement utilizes a combination of anti-tilt plate 2, lifting assembly 3, fixed shell 4, hydraulic cylinder 31, lifting rod 32, lifting pipe 33, moving hole 34, and reinforcement assembly 5. The lowering of the lifting plate 61 causes the pressing plate 64 to press the reinforcement plate 53. The movement of the reinforcement plate 53 causes the control rod 10 to move within the control slot 9. The movement of the reinforcement plate 53 then causes the extension plate to move within the movable hole 11 and contact the floor beam. This solves the problem of using numerous metal supports for reinforcement of the main beam after construction, which is wasteful of metal materials and aesthetically unappealing. Furthermore, when using cement and metal frames to reinforce the main beam, multiple long support rods are typically used to hold up wooden boards to prevent the cement from settling. This requires workers to climb and attach the wooden boards to the cement surface, which is cumbersome.

[0061] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0062] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A floor beam reinforcement structure for building structure design, comprising a base plate (1), four anti-tilt plates (2), a lifting assembly (3), and a fixed shell (4), characterized in that: The surface of the base plate (1) is fixedly connected to the anti-tilt plate (2), the lifting assembly (3) is located on the top of the base plate (1), and the fixed shell (4) is located on the top of the lifting assembly (3); A lifting assembly (3) for raising and lowering the fixed shell (4) includes a hydraulic cylinder (31), four lifting rods (32), four lifting tubes (33) and a moving hole (34). The output end of the hydraulic cylinder (31) is fixedly connected to the base plate (1), the top of the hydraulic cylinder (31) is fixedly connected to the fixed shell (4), the bottom of the lifting rods (32) is fixedly connected to the base plate (1), the lifting tubes (33) are sleeved on the surface of the lifting rods (32), the top of the lifting tubes (33) is fixedly connected to the bottom of the fixed shell (4), and the moving hole (34) is opened on the side of the lifting tubes (33) near the hydraulic cylinders (31). A reinforcement component (5) for reinforcing both sides of the face beam. The reinforcement component (5) includes a ventilation frame plate (51) with multiple holes on its surface. The bottom of the ventilation frame plate (51) is fixedly connected to the top of the fixed shell (4). A connecting plate (52) is fixedly connected to the opposite side of each of the two ventilation frame plates (51). A reinforcement plate (53) is provided on the opposite side of each of the two connecting plates (52). The reinforcement plate (53) is used to clamp both sides of the face beam. An extrusion assembly (6) for moving the reinforcing plate (53) is provided on one side opposite to the two ventilation frame plates (51); A linkage component (7) for coordinating the simultaneous operation of two extrusion components (6) is provided in the inner cavity of the fixed shell (4); A support assembly (8) for reinforcing the bottom of the face beam, the support assembly (8) being disposed on the top of the fixed shell (4); The extrusion assembly (6) includes a lifting plate (61), a threaded hole (62), a screw (63) and an extrusion plate (64). The threaded hole (62) is opened on the top of the lifting plate (61). The screw (63) is threaded into the inner cavity of the threaded hole (62). The two extrusion plates (64) are rotatably connected to the lifting plate (61) on opposite sides through a rotating shaft. The two extrusion plates (64) are rotatably connected to the reinforcing plate (53) on opposite sides through a rotating shaft.

2. The floor beam reinforcement structure for building structure design according to claim 1, characterized in that: Control slots (9) are provided on the front and rear sides of the two connecting plates (52) on opposite sides. A control rod (10) that works with the reinforcing plate (53) is slidably connected to the inner cavity of the control slot (9). The control rod (10) is fixedly connected to the reinforcing plate (53) on the side close to the reinforcing plate (53).

3. The floor beam reinforcement structure for building structure design according to claim 1, characterized in that: The linkage component (7) includes a dual-axis motor (71), the bottom of which is fixedly connected to the inner wall of the fixed housing (4). Worms (72) are fixedly connected to the output ends on both sides of the dual-axis motor (71). A worm plate (73) is meshed with the rear side of the worm (72). The bottom of the worm plate (73) is rotatably connected to the inner wall of the fixed housing (4) through a bearing seat. The bottom of the screw (63) passes through the connecting plate (52) and the fixed housing (4) and is fixedly connected to the worm plate (73).

4. The floor beam reinforcement structure for building structure design according to claim 1, characterized in that: The support assembly (8) includes an electric cylinder (81), the output end of which is fixedly connected to a bonding plate (82). Sliders (83) are fixedly connected to both the left and right sides of the bonding plate (82). Slide grooves (84) that cooperate with the sliders (83) are provided on the front and rear sides of the opposite side of the two reinforcing plates (53). The sliders (83) are slidably connected to the inner cavity of the slide grooves (84).

5. The floor beam reinforcement structure for building structure design according to claim 4, characterized in that: The right side of the bonding plate (82) is provided with a movable hole (11). The left and right sides of the inner cavity of the movable hole (11) are fixedly connected with expansion plates (12). The opposite sides of the two expansion plates (12) are fixedly connected to the slider (83).

6. The floor beam reinforcement structure for building structure design according to claim 1, characterized in that: The inner cavity of the fixed shell (4) is movably connected to a support frame (13), and the side of the support frame (13) near the moving hole (34) passes through the moving hole (34) and is fixedly connected to the lifting rod (32).

7. The floor beam reinforcement structure for building structure design according to claim 1, characterized in that: The top of the lifting rod (32) is fixedly connected to a shock-absorbing block (14) for damping the lifting rod (32), and the top of the shock-absorbing block (14) is in contact with the top of the inner cavity of the lifting tube (33).

Citation Information

Patent Citations

  • Floor beam reinforcing structure for building structural design

    CN217353553U

  • Building construction pouring plate structure

    CN213710355U

  • Steel structure supporting system for repairing concrete beam

    CN214402860U