Connecting mechanism for composite floor slab and steel beam

By combining the connecting mechanism between the floor slab and the steel beam, and using the cooperation of components such as the insert plate and slot, rapid connection is achieved, solving the problem of many welding nodes and long connection time in the prior art, and improving the connection efficiency.

CN223164028UActive Publication Date: 2025-07-29SHANGHAI HUXIAO CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202422193160.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-09
Publication Date
2025-07-29
Estimated Expiration
2034-09-09

AI Technical Summary

Technical Problem

The connection method of existing precast concrete overlapping prefabricated floor slabs and steel beams requires on-site welding, resulting in numerous nodes and long connection time.

Method used

The connecting mechanism of the combined floor slab and steel beam is adopted, and the rotation of the screw is achieved by combining the insertion plate and slots, hooks, connecting rings, support blocks, sliders, slide chutes, and limit nuts.

Benefits of technology

Reduces welding nodes, improves connection efficiency, and shortens the connection time between steel beams and floor slabs.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a connecting mechanism for a composite floor slab and a steel beam, and relates to the technical field of constructional engineering. The steel beam comprises a steel beam body and a floor slab body, bearing plates are symmetrically and fixedly connected to the two side ends, close to the center, of the steel beam body, mounting plates are slidably connected to the top ends of the bearing plates, a plurality of U-shaped blocks are slidably connected to the top ends of the mounting plates, and limiting nuts are rotatably connected into the top ends of the U-shaped blocks in a threaded mode. Two sets of first supporting plates are symmetrically and fixedly connected to the positions, close to the two sides, of the two side ends of the steel beam body, and a connecting block is fixedly connected between the side ends of the two supporting plates. The effect of connecting the steel beam body and the floor slab body is achieved through rotation of the lead screw and mutual cooperation of the inserting plates, the inserting grooves, the hooks, the connecting rings, the supporting blocks, the sliding blocks, the sliding grooves and the limiting nuts, and then the problems that the number of welding joints is large, and the time needed for connecting the steel beam and the floor slab is long are solved.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a connecting mechanism of a combined floor slab and a steel beam. Background Art

[0002] Precast concrete composite precast floor slab is one of the main forms of precast floor slabs in the current research of prefabricated steel structure buildings. It has good integrity, crack resistance, seismic resistance and thermal insulation performance, which makes this precast floor slab system more widely studied and applied. At present, the most commonly used connection forms between precast concrete composite precast floor slabs and steel beams are studs, steel sections and bent bars. Stud shear connectors have simple manufacturing process and are easy to weld on site, and are currently the most widely used. Steel section shear connectors have strong shear resistance and good performance in redistributing shear force. The flange can also play a role in resisting lifting. Bend bar shear connectors have been used for a long time and are relatively simple to manufacture and construct.

[0003] Currently, the connection methods of bolts, steel sections and bent bars all require on-site welding, resulting in numerous welding nodes and poor integrity, which leads to the problem of a long time required to connect the steel beams and floor slabs. To address the above problems, the inventors have proposed a connection mechanism for a combined floor slab and steel beams to solve the above problems. Utility Model Content

[0004] In order to solve the problem of numerous welding nodes and long time required to connect steel beams and floor slabs, the purpose of the utility model is to provide a connection mechanism for combined floor slabs and steel beams.

[0005] In order to solve the above technical problems, the present invention adopts the following technical solutions: a connection mechanism of a combined floor slab and a steel beam, comprising a steel beam body and a floor slab body, wherein the two side ends of the steel beam body and near the center are symmetrically fixedly connected with a load-bearing plate, the top of the load-bearing plate is slidably connected with a mounting plate, the top of the mounting plate is slidably connected with a plurality of U-shaped blocks, the top of the U-shaped block is rotatably connected with a limiting nut through the internal thread of the top. Two groups of support plates are symmetrically fixedly connected with the two side ends of the steel beam body and near the two sides, a connecting block is fixedly connected between one side end of the two support plates, a hook is fixedly connected to the top of the support plate and on the side away from the steel beam body, and a connecting ring is fixedly connected to the bottom end of the floor slab body and near the corners, and the connecting ring and the hook are at the same level.

[0006] Preferably, a slot is provided at the center of the top end of the steel beam body, and a plug plate is fixedly connected to the center of the bottom end of the floor slab body, and the plug plate is adapted to the slot.

[0007] Preferably, a sliding groove is provided at the inner center of the supporting plate, a slider is slidably connected inside the sliding groove, and the top end of the slider is fixedly connected to the mounting plate.

[0008] Preferably, a support block is fixedly connected to the bottom end of the bearing plate near the sliding groove, and a lead screw is rotatably connected to the side end of the support block, and the lead screw is in threaded rotation connection with the slider.

[0009] Preferably, a plurality of bearing rods are fixedly connected to the bottom end of the bearing plate, and the other ends of the bearing rods are fixedly connected to the steel beam body.

[0010] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0011] In the present utility model, by rotating the lead screw, and then through the mutual cooperation among the insertion plate, the insertion slot, the hook, the connecting ring, the support block, the slider, the sliding groove, and the limit nut, the effect of connecting the steel beam body and the floor body is realized, thereby solving the problems of numerous welding joints and long connection time required between the steel beam and the floor. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following will briefly introduce the drawings required for the description of the embodiments or the prior art. Obviously, the following drawings are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0013] Figure 1 It is a schematic diagram of the overall structure of the present utility model.

[0014] Figure 2 It is a schematic diagram of the structure of the steel beam body of the present utility model.

[0015] Figure 3 It is a schematic diagram of the structure of the floor body of the present utility model.

[0016] Figure 4 It is a schematic cross-sectional view of the bearing plate of the present utility model.

[0017] In the figure: 1, steel beam body; 11, first support plate; 12, hook; 13, connecting block; 14, insertion slot; 2, floor body; 21, insertion plate; 22, connecting ring; 3, bearing plate; 31, mounting plate; 32, U-shaped block; 33, limit nut; 34, support block; 35, sliding groove; 36, slider; 37, lead screw; 38, bearing rod. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts shall fall within the protection scope of the present invention.

[0019] Embodiment: As Figures 1-4 shown, the present invention provides a technical solution: a connecting mechanism between a composite floor slab and a steel beam, including a steel beam body 1 and a floor slab body 2. Symmetrically and fixedly connected to both side ends of the steel beam body 1 and near the center are bearing plates 3. Slidably connected to the top of the bearing plate 3 is an installation plate 31. Slidably connected to the top of the installation plate 31 are a number of U-shaped blocks 32. Threadedly rotatably connected to the inner top of the U-shaped block 32 is a limit nut 33. Symmetrically and fixedly connected to both side ends of the steel beam body 1 and near both sides are two groups of first support plates 11. Fixedly connected between the side ends of the two first support plates 11 is a connecting block 13. Fixedly connected to the top of the first support plate 11 and on the side away from the steel beam body 1 is a hook 12. Fixedly connected to the bottom end of the floor slab body 2 and near the corners are connecting rings 22, and the connecting rings 22 and the hooks 12 are at the same horizontal level.

[0020] A slot 14 is opened at the center of the top end of the steel beam body 1.

[0021] By adopting the above technical solution, opening the slot 14 at the center of the top end of the steel beam body 1 is to cooperate with the insertion plate 21 to limit the floor slab body 2.

[0022] Fixedly connected to the center of the bottom end of the floor slab body 2 is an insertion plate 21, and the insertion plate 21 is adapted to the slot 14.

[0023] By adopting the above technical solution, setting the insertion plate 21 at the center of the bottom end of the floor slab body 2 is to insert it into the slot 14 to limit the floor slab body 2.

[0024] A chute 35 is opened at the center of the bearing plate 3.

[0025] By adopting the above technical solution, opening the chute 35 at the center of the bearing plate 3 is to drive the installation plate 31 to move horizontally by the sliding of the slider 36.

[0026] Slidably connected to the chute 35 is a slider 36, and the top end of the slider 36 is fixedly connected to the installation plate 31.

[0027] By adopting the above technical solution, setting the slider 36 is to cooperate with the lead screw 37 to drive the installation plate 31 to work.

[0028] Fixedly connected to the bottom end of the bearing plate 3 and near the chute 35 is a support block 34.

[0029] By adopting the above technical solution, a support block 34 is provided at the bottom end of the bearing plate 3 to rotatably mount the lead screw 37.

[0030] The side end of the support block 34 is rotatably connected to a lead screw 37, and the lead screw 37 is in threaded rotational connection with the slider 36.

[0031] By adopting the above technical solution, the lead screw 37 rotates, thereby causing the slider 36 in threaded rotational connection to move horizontally.

[0032] A plurality of bearing rods 38 are fixedly connected to the bottom end of the bearing plate 3, and the other ends of the bearing rods 38 are fixedly connected to the steel beam body 1.

[0033] By adopting the above technical solution, the bearing rods 38 are provided at the bottom end of the bearing plate 3 to prevent the bearing plate 3 from tilting.

[0034] Working principle: When the device is in use, first place the floor slab body 2 above the center of the steel beam body 1. After the insertion plate 21 is inserted into the slot 14, then hook the hook 12 into the connecting ring 22. Subsequently, rotate the knob at the side end of the support block 34, thereby causing the fixedly connected lead screw 37 to rotate, so that the slider 36 in threaded rotational connection moves horizontally under the action of the chute 35. Wait until the limit nut 33 above the slider 36 is at the same level as the screw hole in the floor slab body 2. Then, by rotating the limit nut 33, the effect of connecting the steel beam body 1 and the floor slab body 2 is achieved, thus solving the problems of numerous welding joints and the long time required for connecting the steel beam and the floor slab.

[0035] Obviously, those skilled in the art can make various changes and modifications to the present utility model without departing from the spirit and scope of the present utility model. Thus, if these modifications and variations of the present utility model fall within the scope of the claims of the present utility model and their equivalent technologies, the present utility model also intends to include these changes and modifications.

Claims

1. A connecting mechanism for a composite floor slab and a steel beam, comprising a steel beam body (1) and a floor slab body (2), characterized in that: On both sides of the steel beam body (1) and near the center, bearing plates (3) are symmetrically and fixedly connected. On the top of the bearing plate (3), a mounting plate (31) is slidably connected. On the top of the mounting plate (31), a number of U-shaped blocks (32) are slidably connected. Inside the top of the U-shaped block (32), a limit nut (33) is rotationally connected by thread. On both sides of the steel beam body (1) and near the two sides, two groups of first support plates (11) are symmetrically and fixedly connected. Between the side ends of the two first support plates (11), a connecting block (13) is fixedly connected. On the top of the first support plate (11) and on the side away from the steel beam body (1), a hook (12) is fixedly connected. At the bottom of the floor slab body (2) and near the corners, connecting rings (22) are fixedly connected, and the connecting rings (22) and the hooks (12) are at the same level.

2. The connection mechanism between a composite floor slab and a steel beam according to claim 1, characterized in that: At the center of the top of the steel beam body (1), a slot (14) is provided.

3. The connecting mechanism between a composite floor slab and a steel beam according to claim 2, characterized in that, At the center of the bottom of the floor slab body (2), a plug board (21) is fixedly connected, and the plug board (21) is adapted to the slot (14).

4. The connection mechanism between a composite floor slab and a steel beam according to claim 1, wherein: At the center of the bearing plate (3), a chute (35) is provided.

5. The connection mechanism between a composite floor slab and a steel beam according to claim 4, characterized in that: Inside the chute (35), a slider (36) is slidably connected, and the top of the slider (36) is fixedly connected to the mounting plate (31).

6. The connecting mechanism between a composite floor slab and a steel beam according to claim 1, characterized in that, At the bottom of the bearing plate (3) and near the chute (35), a support block (34) is fixedly connected.

7. The connecting mechanism between a composite floor slab and a steel beam according to claim 6, characterized in that, On the side end of the support block (34), a lead screw (37) is rotationally connected, and the lead screw (37) is rotationally connected by thread to the slider (36).

8. The connection mechanism between a composite floor slab and a steel beam according to claim 1, wherein: At the bottom of the bearing plate (3), a number of bearing rods (38) are fixedly connected, and the other ends of the bearing rods (38) are fixedly connected to the steel beam body (1).