Beam and slab connecting device and structure

By designing a beam-slab connection device, and utilizing a combination of connecting steel bars, bolts, and concrete, the problem of insufficient connection strength between bamboo-based wall panels and floor slabs in buildings with beams was solved, achieving an efficient and low-cost connection effect.

CN224092685UActive Publication Date: 2026-04-07HUNAN JIALIN CONSTR GRP CO LTD +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-05-05
Publication Date
2026-04-07

AI Technical Summary

Technical Problem

The existing connection methods between bamboo-based wall panels and floor slabs can only be used in buildings with low load-bearing capacity. They cannot achieve a tight connection between wall panels, beams, and floor slabs in buildings with beams, thus limiting their application scenarios.

Method used

A beam-slab connection device is designed, which has an internal cavity, multiple first connection holes on the lower surface, multiple second connection holes on the side, and multiple third connection holes on the upper surface. By combining connecting steel bars, bolts, and concrete, a tight connection between wall panels, beams, and floor slabs can be achieved.

Benefits of technology

This invention provides a beam-slab connection method that is simple in structure, low in cost, and has high connection strength, enabling a stable connection between wall panels, beams, and floor slabs in buildings with beams, thus saving construction time and costs.

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Abstract

The utility model provides a beam-slab connecting device and structure, a cavity is arranged in the beam-slab connecting device, and a plurality of first connecting holes are arranged on the lower surface of the beam-slab connecting device; a plurality of second connecting holes are formed in the side surface of the beam plate connecting device; and a plurality of third connecting holes are formed in the upper surface of the beam plate connecting device. The beam-slab connecting structure comprises a beam-slab connecting device, a cross beam, a wallboard, a floor slab, a first bolt, a second bolt and a connecting steel bar, wherein a connecting through hole is vertically formed in the cross beam; first connecting screw holes are formed in two ends of the wallboards; second connecting screw holes are formed in the two ends of the floor. The beam, the wall plate and the floor plate can be assembled through the beam and plate connecting device to form a firm connecting structure, and the beam and plate connecting device has the advantages of being high in strength, good in rigidity and high in construction efficiency.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building engineering, especially beam slab connecting device and structure. BACKGROUND

[0002] Fabricated building refers to the large number of on-site operation work in the traditional construction mode is transferred to the factory, the building components and accessories are processed and manufactured in the factory, transported to the building construction site, and assembled and installed on site through reliable connection method, which is the building, the building mainly includes prefabricated concrete structure, steel structure, modern wood structure building, etc., because of adopting standardization design, factory production, assembly construction, information management, intelligent application, it is the representative of modern industrialized production mode.

[0003] China has rich bamboo resources, and the building profiles prefabricated from bamboo resources have good mechanical properties and are rare green low-carbon building materials. The application mode of round bamboo in building structure is mainly round bamboo landscape building, and the landscape building has good ornamental property. However, since the round bamboo is a raw material with a hollow structure, the stress is complex, and the connection between the round bamboos and other materials needs special connecting devices, so that the application of the round bamboo in building is greatly limited.

[0004] Patent No.:“CN109629696A” discloses “a connecting node of fabricated original bamboo combined wallboard and floor and bamboo building structure”, which comprises a wallboard, a floor, a top plate, a first side plate, a second side plate and a third side plate, wherein the top plate is located at the top of the wallboard, the first side plate is fixed to one end of the top plate, the second side plate is fixed to the other end of the top plate, the wallboard is clamped and fixed between the first side plate and the second side plate, the end of the third side plate is fixed to the side surface of the second side plate, and the end of the floor is overlapped and fixed on the third side plate. The connecting node can realize the fixed connection of the wallboard and the floor. However, the above connecting node can only be used in bamboo-based buildings with low bearing capacity and without cross beams, and cannot complete the fastening connection of the wallboard, the cross beam and the floor in buildings with cross beams, which has limitations. UTILITY MODEL CONTENTS

[0005] In view of the deficiencies of the prior art, the purpose of the utility model is to solve the problem that the existing connecting mode of bamboo-based wallboard and floor can only be used in buildings with low bearing capacity, and the application scene has limitations.

[0006] The technical scheme of the utility model is:

[0007] The utility model provides a beam slab connecting device, the inside of beam slab connecting device is equipped with cavity, the lower surface of beam slab connecting device is equipped with a plurality of first connecting hole, the side of beam slab connecting device is equipped with a plurality of second connecting hole, the upper surface of beam slab connecting device is equipped with a plurality of third connecting hole.

[0008] Preferably, the plurality of third connecting holes are arranged linearly along the axis of the beam-slab connecting device. The third connecting holes are used for the connecting reinforcing bars at the lower end of the wall panel to pass through.

[0009] More preferably, the width of the third connecting hole is greater than the diameter of the connecting steel bar, and the length of the third connecting hole is greater than the horizontal length of the connecting steel bar.

[0010] Preferably, the plurality of first connecting holes are arranged in a horizontal linear arrangement, and the first connecting holes are in the shape of slots.

[0011] More preferably, the diameter of the first connecting hole in the horizontal direction is larger than its diameter in the vertical direction.

[0012] Preferably, the plurality of second connecting holes are arranged linearly along the axial direction of the beam-plate connecting device.

[0013] More preferably, the second connecting hole is slotted, and the diameter of the second connecting hole along the axial direction of the beam-plate connecting device is larger than the diameter of the hole along the axial direction of the vertical plate connecting device.

[0014] This utility model also provides a beam-slab connection structure, including a beam-slab connection device, and further including a crossbeam, a wall panel, a floor slab, a first bolt, a second bolt, and connecting reinforcing bars. The crossbeam is provided with a vertical connecting through hole; the wall panel is provided with first connecting screw holes at both ends; the floor slab is provided with second connecting screw holes at both ends; the first bolt passes through the first connecting hole and the connecting through hole in sequence and is screwed into the first connecting screw hole at the upper end of the wall panel; the second bolt passes through the second connecting hole and is screwed into the second connecting screw hole; one end of the connecting reinforcing bar is connected to the first connecting screw hole at the lower end of the wall panel, and the other end passes through the third connecting hole and extends into the cavity of the beam-slab connection device, the cavity being filled with concrete.

[0015] Preferably, the connecting steel bars are L-shaped.

[0016] Preferably, the wall panel has a first fitting protrusion on one side and a first fitting groove on the other side, wherein the first fitting protrusion and the first fitting groove are matched with each other.

[0017] Preferably, the floor slab has a second fitting protrusion on one side and a second fitting groove on the other side, and the second fitting protrusion and the second fitting groove match each other.

[0018] Compared with the prior art, the advantages of this utility model are:

[0019] The beam-plate connection device provided by this utility model has a simple structure, low processing cost, and high economic benefits.

[0020] The beam-slab connection structure provided by this utility model can connect wall panels, beams and floor slabs in a prefabricated manner. This connection structure has high connection strength and good rigidity, and significantly saves construction time.

[0021] The beam-slab connection method proposed in this utility model has simple steps, high assembly efficiency, low labor intensity, can save on-site construction labor, reduce project cost, and save construction costs.

[0022] The detailed structure of this utility model will be further described below with reference to the accompanying drawings and specific embodiments. Attached Figure Description

[0023] Figure 1 This is a schematic diagram of the overall appearance of a beam-slab connection device according to Embodiment 1 of this utility model;

[0024] Figure 2 This is a cross-sectional view of a beam-slab connection device according to Embodiment 1 of this utility model;

[0025] Figure 3 This is a schematic diagram of a beam-slab connection structure according to Embodiment 2 of this utility model;

[0026] Figure 4 for Figure 3 Partial sectional view at point A;

[0027] Figure 5 This is a schematic diagram of the crossbeam in a beam-slab connection structure according to Embodiment 2 of this utility model;

[0028] Figure 6 This is a schematic diagram of the wall panel in a beam-slab connection structure according to Embodiment 2 of this utility model;

[0029] Figure 7 This is a schematic diagram of the floor slab in a beam-slab connection structure according to Embodiment 2 of this utility model.

[0030] Component names and corresponding serial numbers: 1. Beam-slab connection device; 11. First connecting hole; 12. Second connecting hole; 13. Third connecting hole; 14. Cavity; 2. Crossbeam; 21. Connecting through hole; 3. Wall panel; 31. First connecting screw hole; 32. Connecting reinforcing bar; 33. Foundation connecting reinforcing bar; 34. First fitting protrusion; 35. First fitting groove; 4. Floor slab; 41. Second connecting screw hole; 42. Second fitting protrusion; 43. Second fitting groove; 5. First bolt; 6. Second bolt. Detailed Implementation

[0031] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings.

[0032] Unless otherwise defined, the technical or scientific terms used in this disclosure shall have the ordinary meaning understood by a person skilled in the art to which this disclosure pertains. The words “comprising” or “including” and similar terms used in this disclosure mean that the element or object preceding the word covers the element or object listed after the word and its equivalents, without excluding other elements or objects. The words “connected” or “linked” and similar terms are not limited to physical or mechanical connections, but may also include electrical connections, whether direct or indirect. “Up,” “down,” “left,” “right,” etc., are used only to indicate relative positional relationships. When the absolute position of the described object changes, the relative positional relationship may also change accordingly. Example

[0033] like Figure 1 and Figure 2 As shown: This utility model provides a beam-slab connection device 1, which has a cavity 14 inside. The lower surface of the beam-slab connection device 1 has multiple first connection holes 11; the side surface of the beam-slab connection device 1 has multiple second connection holes 12; and the upper surface of the beam-slab connection device 1 has multiple third connection holes 13. The first connection holes 11 correspond one-to-one with the vertical connection through holes 21 on the beam 2, the second connection holes 12 correspond one-to-one with the second connection screw holes 41 on the end face of the floor slab 4, and the third connection holes 13 correspond one-to-one with the first connection screw holes 31 on the end face of the wall panel 3.

[0034] Specifically, the third connecting hole 13 is used for the connecting steel bar 32 at the lower end of the wall panel 3 to pass through. The plurality of third connecting holes 13 are arranged linearly along the axis of the beam-slab connecting device 1. The width of the third connecting hole 13 is greater than the diameter of the connecting steel bar 32, and the length of the third connecting hole 13 is greater than the horizontal length of the connecting steel bar 32. In this embodiment, the third connecting hole is rectangular, which facilitates the subsequent pouring of concrete into the cavity 14 through the third connecting hole 13, and also facilitates the subsequent passage of the "L"-shaped connecting steel bar 32.

[0035] Specifically, the plurality of first connecting holes 11 are arranged horizontally in a linear fashion, and each first connecting hole 11 is slotted, with its diameter in the horizontal direction (x-direction) being larger than its diameter in the vertical direction (y-direction) (similar to an ellipse). The plurality of second connecting holes 12 are arranged linearly along the axial direction of the beam-plate connecting device, and each second connecting hole 12 is slotted, with its diameter along the axial direction of the beam-plate connecting device being larger than its diameter along the axial direction of the vertical plate connecting device. Specifically, considering deviations in processing position and size, the diameters of the first connecting holes 11 and the second connecting holes 12 are between those of the bolt shank and nut; in this embodiment, both the first connecting holes 11 and the second connecting holes 12 are slotted. Example

[0036] Please see Figures 3-7 This utility model also provides a beam-slab connection structure, including a beam-slab connection device 1 as described in Embodiment 1, and further including a crossbeam 2, a wall panel 3, a floor slab 4, a first bolt 5, a second bolt 6, and a connecting steel bar 32. A vertically drilled connecting through hole 21 is provided on the crossbeam 2; first connecting screw holes 31 are provided at both ends of the wall panel 3; second connecting screw holes 41 are provided at both ends of the floor slab 4; the first bolt 5 passes through the first connecting hole 11 and the connecting through hole 21 in sequence and is screwed into the first connecting screw hole 31 at the upper end of the wall panel 3; the second bolt 6 passes through the second connecting hole 12 and is screwed into the second connecting screw hole 41; one end of the connecting steel bar 32 is inserted into the first connecting screw hole 31 at the lower end of the wall panel 3, and the other end of the connecting steel bar 32 passes through the third connecting hole 13 and extends into the cavity 14 of the beam-slab connection device 1, the cavity 14 containing concrete. The first bolt 5 can be used to directly lock the upper ends of the beam-slab connection device 1, the crossbeam 2 and the wall panel 3. The second bolt 6 can be used to lock the two ends of the floor slab 4 to the beam-slab connection device 1. The connecting steel bar 32 can be used to fix the lower end of the wall panel 3 to the beam-slab connection device 1, so that the upper and lower ends of the wall panel 3, the crossbeam 2 and the two ends of the floor slab 4 are tightly connected by the beam-slab connection device 1 to form an integral structure with high connection strength and rigidity and good stability.

[0037] Specifically, the connecting steel bar 32 is L-shaped, so that as many connecting steel bars 32 as possible can be placed in the limited cavity 14 volume of the beam-slab connecting device 1, further improving the connection strength between the connecting steel bar 32 and the beam-slab connecting device 1; furthermore, in order to facilitate the connection between the connecting steel bar 32 and the wall panel 3, the vertical end of the connecting steel bar 32 is provided with a thread that matches the first connecting screw hole 31.

[0038] Specifically, the wall panel 3 has a first fitting protrusion 34 on one side and a first fitting groove 35 on the other side. The first fitting protrusion 34 and the first fitting groove 35 match each other. By connecting multiple wall panels 3 on the same floor end to end, they can be spliced ​​together to form a whole wall surface. This not only improves the tightness of the connection between the wall panels 3, but also improves their wind and rain resistance performance, and can also prevent microorganisms or insects such as ants from growing in the gaps and damaging the wall panels 3.

[0039] Specifically, the floor slab 4 has a second fitting protrusion 42 on one side and a second fitting groove 43 on the other side. The second fitting protrusion 42 and the second fitting groove 43 match each other. By connecting multiple floor slabs 4 on the same floor end to end, they can be spliced ​​together to form a whole floor slab 4, which effectively improves the tightness between floor slabs 4 and also improves the load-bearing capacity of the floor slab 4.

[0040] It is worth noting that, in this embodiment, the beam 2, wall panel 3, and floor slab 4 used in this utility model can be the applicant's prior patent application "A bamboo-based composite structure building profile", patent application number "202420921921.0"; and patent "A round bamboo composite beam and column, node connection device and its building frame structure", patent application number "2024226753529"; but it is not limited to the structural features proposed in the above patent applications, and all prefabricated building profiles on the market are within the protection scope of this utility model.

[0041] Specific construction and installation steps:

[0042] Step 1: After the beams and columns of the frame structure are installed, the first bolt 5 is passed through the first connecting hole 11 and the connecting through hole 21 of the crossbeam 2 in sequence, and screwed into the first connecting screw hole 31 at the upper end of the wall panel 3 at the lower part of the crossbeam 2.

[0043] Step 2: Pass the second bolt 6 through the second connecting hole 12 and screw it into the second connecting screw hole 41 on the end face of the floor slab 4;

[0044] Step 3: Before installing the wall panel 3 above the beam 2, pour concrete into the groove formed by the beam 2 and the floor slabs 4 on both sides (where the beam-slab connection device 1 is placed) to fill the groove completely and slightly exceed the floor slab surface. When only one side is connected to the floor slab 4, an auxiliary formwork should be installed on the other side to form a groove for concrete pouring.

[0045] Step 4: When the upper wall panel 3 of the crossbeam 2 is installed, one end of the connecting steel bar 32 is screwed into the first connecting screw hole 31 at the lower end of the wall panel 3, and the other end of the connecting steel bar 32 passes through the third connecting hole 13 and extends into the cavity of the beam-plate connecting device 1, where concrete is poured.

[0046] During installation, the positions of beam 2, wall panel 3, and floor slab 4 should be within the parameter range required by the design.

[0047] The above description is a specific embodiment of this utility model, but the protection scope of this utility model is not limited thereto. Any equivalent substitutions or modifications made by those skilled in the art within the technical scope disclosed in this utility model, based on the technical solution and concept of this utility model, should be covered within the protection scope of the claims of this utility model.

Claims

1. A beam-slab connection device, characterized in that: The beam-slab connecting device (1) has a cavity (14) inside, and the lower surface of the beam-slab connecting device (1) has a plurality of first connecting holes (11); the side of the beam-slab connecting device (1) has a plurality of second connecting holes (12); and the upper surface of the beam-slab connecting device (1) has a plurality of third connecting holes (13).

2. The beam-slab connection device according to claim 1, characterized in that: The plurality of third connecting holes (13) are arranged linearly along the axis of the beam-plate connecting device (1).

3. The beam-slab connection device according to claim 1, characterized in that: The plurality of first connecting holes (11) are arranged in a horizontal linear arrangement, and the first connecting holes (11) are in the shape of slots.

4. A beam-slab connection device according to any one of claims 1-3, characterized in that: The plurality of second connecting holes (12) are arranged linearly along the axial direction of the beam-plate connecting device (1), and the second connecting holes (12) are slotted.

5. A beam-slab connection structure, comprising the beam-slab connection device according to any one of claims 1-4, characterized in that: It also includes a beam (2), a wall panel (3), a floor slab (4), a first bolt (5), a second bolt (6), and a connecting steel bar (32). The beam (2) is provided with a vertical connecting through hole (21). The wall panel (3) is provided with a first connecting screw hole (31) at both ends. The floor slab (4) is provided with a second connecting screw hole (41) at both ends. The first bolt (5) passes through the first connecting hole (11) and the connecting through hole (21) in sequence and is screwed to the first connecting screw hole (31) at the upper end of the wall panel (3). The second bolt (6) passes through the second connecting hole (12) and is connected to the second connecting screw hole (41). One end of the connecting steel bar (32) is inserted into the first connecting screw hole (31) at the lower end of the wall panel (3), and the other end passes through the third connecting hole (13) and extends into the cavity (14) of the beam-slab connecting device (1). The cavity (14) is provided with concrete.

6. A beam-slab connection structure according to claim 5, characterized in that: The connecting steel bar (32) is L-shaped.

7. A beam-slab connection structure according to claim 6, characterized in that: The width of the third connecting hole is greater than the diameter of the connecting steel bar, and the length of the third connecting hole is greater than the horizontal length of the "L" connecting steel bar.

8. A beam-slab connection structure according to any one of claims 5-7, characterized in that: The wall panel (3) has a first fitting protrusion (34) on one side and a first fitting groove (35) on the other side, and the first fitting protrusion (34) and the first fitting groove (35) match each other.

9. A beam-slab connection structure according to any one of claims 5-7, characterized in that: The floor slab (4) has a second fitting protrusion (42) on one side and a second fitting groove (43) on the other side, and the second fitting protrusion (42) and the second fitting groove (43) match each other.

Citation Information

Patent Citations

  • Connecting joint of fabricated raw bamboo composite wallboard and floor and bamboo building structure

    CN109629696A

  • A bamboo-based composite structure building profile

    CN222730909U