A recycled timber batten for use in beam and slab support and method of use

By using beam and slab slots and snap-fit ​​components in the beam and slab support, combined with reinforced support components and diagonal support rods, the problem of inconvenient connection between beams and slabs and recycled timber is solved, achieving stable support and convenient disassembly, and improving the reuse efficiency of recycled timber and beams and slabs.

CN122148050APending Publication Date: 2026-06-05SHENZHEN SPECIAL ECONOMIC ZONE CONSTR ENG SOLID WASTE RECYCLING CO LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
SHENZHEN SPECIAL ECONOMIC ZONE CONSTR ENG SOLID WASTE RECYCLING CO LTD
Filing Date
2026-03-31
Publication Date
2026-06-05

AI Technical Summary

Technical Problem

In the existing technology, the connection and disassembly of beams and slabs with recycled timber are inconvenient, which affects the reuse of recycled timber and beams and slabs.

Method used

Design a recycled timber for beam and slab support, which uses beam and slab slots and snap-fit ​​components. The positioning of the beam and slab is achieved through positioning slots and positioning strips. Stability is improved by using reinforced support members and diagonal support rods, avoiding nail connections and facilitating disassembly and reuse.

Benefits of technology

It achieves a stable connection and convenient disassembly between beams and slabs and recycled timber, improves the reuse rate of recycled timber and beams and slabs, and enhances practicality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application provides a regenerated wood square applied to beam plate support, and belongs to the technical field of regenerated wood squares for beam plate support, and comprises wood square bodies, the wood square bodies are provided with two, the upper surfaces of the two wood square bodies are provided with beam plate clamping grooves, and multiple beam plates are embedded between the two beam plate clamping grooves; the beam plate clamping grooves and the clamping assembly are arranged, when the wood square bodies support the beam plates, the two wood square bodies are installed on the stand column, the distance between the side surfaces of the beam plate clamping grooves on the two wood square bodies is equal to the length of the beam plate, then the multiple beam plates are embedded in the beam plate clamping grooves on the two wood square bodies, and the adjacent two beam plates are tightly attached to each other, at this time, the positioning strips at the bottom of the beam plates are embedded in the positioning grooves in the beam plate clamping grooves, the positioning of the beam plates is realized, the stability of the beam plates is ensured, the beam plates do not need to be nailed into the wood square bodies through nails, the beam plates and the wood square bodies are not damaged, the wood square bodies and the beam plates are convenient to reuse, and subsequent disassembly is convenient.
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Description

Technical Field

[0001] This invention relates to the field of recycled timber for beam and slab support, and particularly to a recycled timber method for beam and slab support. Background Technology

[0002] Recycled wood is an environmentally friendly composite material made by mixing wood fiber and plastic and then heating and injection molding it. Its composition usually includes 70% wood flour (taken from waste wood scraps), 20% resin and a small amount of polymer materials. No harmful substances such as benzene, formaldehyde and cyanide are used in the production process. Standardized production is achieved through high temperature extrusion molding process. It has physical properties such as waterproof, moisture-proof, mildew-proof, insect-proof, termite-proof, acid and alkali resistant, flame retardant, strong weather resistance and strong aging resistance. At the same time, it retains the advantages of sound absorption and energy saving and the natural wood texture, and does not require coating and maintenance.

[0003] In the process of pouring beams and floor slabs, it is necessary to first erect the beams and slabs, then tie the reinforcing steel bars on the beams and slabs, and finally pour the concrete. In the existing technology, when erecting beams and slabs, columns and recycled timber are needed to support the beams and slabs to ensure their stability. When using recycled timber to support the beams and slabs, in order to ensure the stability of the beams and slabs, nails are usually used to fix the beams and slabs into the recycled timber. This connection method is not only not conducive to the connection between the beams and slabs and the recycled timber, but the nails are also easy to damage the beams and slabs and the recycled timber, which is not conducive to the reuse of the beams and slabs and the recycled timber. It is also inconvenient to disassemble the beams and slabs and the recycled timber, affecting practicality. Therefore, a recycled timber for beam and slab support is designed to solve the above problems. Summary of the Invention

[0004] The purpose of this invention is to solve the problems existing in the above-mentioned background art, and to propose a recycled timber for beam and slab support.

[0005] The technical problem to be solved by the present invention is to provide a recycled timber for beam and slab support to solve the problems of inconvenient connection and disassembly between recycled timber and beams and slabs in existing beam and slab support applications, which is not conducive to the reuse of recycled timber and beams and slabs.

[0006] To solve the above-mentioned technical problems, the present invention provides the following technical solution:

[0007] A recycled timber for beam and slab support includes a timber body, beam and slab slots, and beams. The timber body consists of two timber bodies, and the upper surfaces of the two timber bodies are provided with beam and slab slots. Multiple beams are embedded between the two beam and slab slots. A snap-fit ​​assembly is installed between the beam and slab slots and the beams. A reinforcing support is fixedly provided between the two timber bodies.

[0008] Preferably, when the beam is embedded in the beam slot, the horizontal height of the upper surface of the beam is equal to the horizontal height of the upper surface of the timber body.

[0009] Preferably, the snap-fit ​​assembly includes a positioning groove and positioning strips. The positioning groove is provided in the center of the bottom surface of the beam plate snap-fit ​​groove, and positioning strips are fixedly provided on both the left and right sides of the bottom surface of the beam plate.

[0010] Preferably, the positioning groove matches the positioning strip, and when the beam is embedded in the beam slot, the positioning strip is embedded in the positioning groove.

[0011] Preferably, the reinforcing support includes an inclined slot and an inclined support rod. An inclined slot is provided at the outer end of the left side of the timber body and the inner end of the right side of the timber body. An inclined support rod is engaged in the two inclined slots of the two timber bodies.

[0012] Preferably, when the inclined support rod is inserted into the inclined slot, the water level on the upper surface is equal to the bottom horizontal level of the beam slot.

[0013] Preferably, the upper surface of the inclined support rod is provided with grooves at both ends, and the depth of the grooves is equal to the depth of the positioning groove.

[0014] Preferably, when the inclined support rod is inserted into the inclined groove, the bottom horizontal height of the groove is equal to the bottom horizontal height of the positioning groove.

[0015] Preferably, an L-shaped connecting strip is fixedly provided at the outer end of the timber body, and an L-shaped connecting groove is provided at the inner end of the timber body, wherein the L-shaped connecting strip matches the L-shaped connecting groove.

[0016] The aforementioned recycled timber used for beam and slab support and its application method are characterized by comprising the following steps:

[0017] Step 1: The positioning strip 1 at the bottom of the beam is embedded in the positioning groove in the beam slot to position the beam and ensure its stability; Step 2: There is no need to nail the beam into the timber body, which will not damage the beam and timber body, making it convenient for the reuse of the timber body and beam, and convenient for subsequent disassembly.

[0018] Step 3: When the inclined support rod is inserted into the inclined slot, the water level on the upper surface is equal to the bottom horizontal level of the beam slab slot. This allows the inclined support rod to work with the two timber beams to support the bottom surface of the beam slab, further ensuring the stability of the beam slab.

[0019] Compared with the prior art, the present invention has at least the following beneficial effects:

[0020] In the above solution, by setting beam-slab slots and snap-fit ​​components, when supporting beams and slabs with timber bodies, two timber bodies are installed on columns, so that the distance between the sides of the beam-slab slots on the two timber bodies is equal to the length of the beam slab. Then, multiple beam slabs are embedded into the beam-slab slots on the two timber bodies, with adjacent beam slabs pressed tightly against each other. At this time, the positioning strip at the bottom of the beam slab is embedded in the positioning groove in the beam-slab slot, realizing the positioning of the beam slab and ensuring the stability of the beam slab. There is no need to nail the beam slabs into the timber body, so as not to damage the beam slabs and timber bodies. It is convenient for the reuse of timber bodies and beam slabs, and facilitates subsequent disassembly, increasing practicality.

[0021] In the above scheme, by setting up reinforcing support components, after the two timber bodies are installed, the inclined support rod is first inserted into the inclined slot on the two timber bodies. At this time, the horizontal height of the upper surface of the inclined support rod is equal to the bottom horizontal height of the beam plate slot. Then, the beam plate is inserted into the beam plate slot between the two timber bodies. The inclined support rod, together with the beam plate slot, supports the beam plate. The stability of the timber body supporting the beam plate is increased, and the practicality is improved. When the inclined support rod is inserted into the inclined slot, the bottom horizontal height of the groove is equal to the bottom horizontal height of the positioning groove, so that the support rod will not affect the positioning strip being inserted into the positioning groove.

[0022] In the above solution, when it is necessary to connect two timber beams, the L-shaped connecting strip at the outer end of one timber beam is inserted into the L-shaped connecting groove on the other timber beam. This connection facilitates the support of beams and slabs during the pouring of crossbeams of different lengths, increasing practicality. Attached Figure Description

[0023] The accompanying drawings, which are incorporated herein and form part of the specification, illustrate embodiments of the present disclosure and, together with the specification, further serve to explain the principles of the present disclosure and enable those skilled in the art to implement and use the present disclosure.

[0024] Figure 1 This is a three-dimensional schematic diagram of the overall structure of the present invention;

[0025] Figure 2 This is a schematic diagram of a partial three-dimensional structure of the present invention;

[0026] Figure 3 This is a schematic diagram of the three-dimensional structure of the timber body of the present invention. Figure 1 ;

[0027] Figure 4 For the present invention Figure 3 Enlarged structural diagram at point A;

[0028] Figure 5 This is a bottom view of the beam-slab three-dimensional structure of the present invention;

[0029] Figure 6 This is a schematic diagram of the three-dimensional structure of the inclined support rod of the present invention;

[0030] Figure 7 This is a schematic diagram of the three-dimensional structure of the timber body of the present invention. Figure 2 .

[0031] [Figure Labels]

[0032] 1. Timber body; 101. Beam and slab slot; 102. Positioning slot; 103. Inclined slot; 2. Beam and slab; 201. Positioning strip; 3. Diagonal support rod; 301. Groove; 4. L-shaped connecting strip; 5. L-shaped connecting groove.

[0033] As shown in the figure, specific structures and devices are marked in the figure to clearly illustrate the structure of the embodiments of the present invention. However, this is only for illustrative purposes and is not intended to limit the present invention to this specific structure, device and environment. Those skilled in the art can adjust or modify these devices and environments according to specific needs. Detailed Implementation

[0034] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0035] In the description of this invention, it should be understood that the terms "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," and "counterclockwise," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this invention.

[0036] like Figures 1-7 As shown, an embodiment of the present invention provides a recycled timber for beam and slab support, including a timber body 1, a beam and slab slot 101, and a beam and slab 2. Two timber bodies 1 are provided, and the upper surfaces of the two timber bodies 1 are provided with beam and slab slots 101. Multiple beam and slab 2 are embedded between the two beam and slab slots 101. A snap-fit ​​assembly is installed between the beam and slab slots 101 and the beam and slab 2. A reinforcing support is fixedly provided between the two timber bodies 1.

[0037] In this embodiment, when the beam slab 2 is embedded in the beam slab slot 101, the horizontal height of the upper surface of the beam slab 2 is equal to the horizontal height of the upper surface of the timber body 1, ensuring that the upper surfaces of the beam slab 2 and the timber body 1 are on the same horizontal plane, which facilitates the binding of reinforcing bars and the pouring of concrete.

[0038] In this embodiment, the snap-fit ​​assembly includes a positioning groove 102 and a positioning strip 201. The positioning groove 102 is provided in the center of the bottom surface of the beam plate snap-fit ​​101, and the positioning strip 201 is fixedly provided on both the left and right sides of the bottom surface of the beam plate 2.

[0039] In this embodiment, the positioning groove 102 matches the positioning strip 201, and when the beam plate 2 is embedded in the beam plate slot 101, the positioning strip 201 is embedded in the positioning groove 102, thereby achieving the effect of positioning the beam plate 2 in the beam plate slot 101.

[0040] By providing beam-slab slots 101 and snap-fit ​​components, when supporting beam-slab 2 with timber body 1, two timber bodies 1 are installed on the column, such that the distance between the sides of the beam-slab slots 101 on the two timber bodies 1 is equal to the length of beam-slab 2. Then, multiple beam-slabs 2 are embedded into the beam-slab slots 101 on the two timber bodies 1, and adjacent beam-slabs 2 are pressed tightly against each other. At this time, the positioning strip 201 at the bottom of the beam-slab 2 is embedded into the positioning groove 102 in the beam-slab slot 101, thereby positioning the beam-slab 2 and ensuring the stability of the beam-slab 2. There is no need to nail the beam-slab 2 into the timber body 1, so as not to damage the beam-slab 2 and the timber body 1. This facilitates the reuse of the timber body 1 and the beam-slab 2, and makes subsequent disassembly convenient, increasing practicality.

[0041] In this embodiment, the reinforcing support includes an inclined slot 103 and an inclined support rod 3. An inclined slot 103 is provided at the outer end of the left timber body 1 and the inner end of the right timber body 1. An inclined support rod 3 is engaged in the two inclined slots 103 of the two timber bodies 1.

[0042] In this embodiment, when the inclined support rod 3 is inserted into the inclined slot 103, the water level on the upper surface is equal to the bottom horizontal level of the beam slot 101, which facilitates the inclined support rod 3 to work with the two wooden blocks 1 to support the bottom surface of the beam 2, further ensuring the stability of the beam 2.

[0043] In this embodiment, grooves 301 are provided at both ends of the upper surface of the inclined support rod 3. The depth of the grooves 301 is equal to the depth of the positioning groove 102 to prevent the inclined support rod 3 from extending into the positioning groove 102.

[0044] In this embodiment, when the inclined support rod 3 is inserted into the inclined slot 103, the bottom horizontal height of the groove 301 is equal to the bottom horizontal height of the positioning slot 102, ensuring the flatness of the bottom surface of the positioning slot 102 and ensuring the stability of the positioning strip 201 inserted into the positioning slot 102.

[0045] With reinforced support components, after the two timber bodies 1 are installed, the inclined support rod 3 is first inserted into the inclined slot 103 on the two timber bodies 1. At this time, the horizontal height of the upper surface of the inclined support rod 3 is equal to the bottom horizontal height of the beam plate slot 101. Then, the beam plate 2 is inserted into the beam plate slot 101 between the two timber bodies 1. The inclined support rod 3, together with the beam plate slot 101, supports the beam plate 2, increasing the stability of the support provided by the timber bodies 1 to the beam plate 2 and improving practicality. When the inclined support rod 3 is inserted into the inclined slot 103, the bottom horizontal height of the groove 301 is equal to the bottom horizontal height of the positioning groove 102, so that the support rod 3 will not affect the positioning strip 201 from being inserted into the positioning groove 102.

[0046] In this embodiment, an L-shaped connecting strip 4 is fixedly provided at the outer end of the timber body 1, and an L-shaped connecting groove 5 is provided at the inner end of the timber body 1.

[0047] In this embodiment, the L-shaped connecting strip 4 matches the L-shaped connecting groove 5, which facilitates the connection of the two wooden blocks 1.

[0048] When it is necessary to connect two timber bodies 1, the connection of the timber bodies 1 can be achieved by inserting the L-shaped connecting strip 4 at the outer end of one timber body 1 into the L-shaped connecting groove 5 on the other timber body 1. This facilitates the support of beams 2 when casting beams of different lengths, increasing practicality.

[0049] A method for using recycled timber in beam and slab support, characterized by comprising the following steps:

[0050] Step 1: The positioning strip 201 at the bottom of the beam slab 2 is embedded in the positioning groove 102 in the beam slab slot 101 to position the beam slab 2 and ensure its stability; Step 2: There is no need to nail the beam slab 2 into the timber body 1, so as not to damage the beam slab 2 and the timber body 1, which facilitates the reuse of the timber body 1 and the beam slab 2, and facilitates subsequent disassembly.

[0051] Step 3: When the inclined support rod 3 is inserted into the inclined slot 103, the water level on the upper surface is equal to the bottom horizontal level of the beam slab slot 101, which makes it convenient for the inclined support rod 3 to work with the two wooden beam bodies 1 to support the bottom surface of the beam slab 2, further ensuring the stability of the beam slab 2.

[0052] This invention encompasses any substitutions, modifications, equivalent methods, and solutions made within the spirit and scope of this invention. To provide the public with a thorough understanding of this invention, specific details are described in detail in the following preferred embodiments; however, those skilled in the art will fully understand the invention even without these details. Furthermore, to avoid unnecessary misunderstanding of the essence of this invention, well-known methods, processes, procedures, components, and circuits are not described in detail.

[0053] The above description is only a preferred embodiment of the present invention. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the principle of the present invention, and these improvements and modifications should also be considered within the scope of protection of the present invention.

Claims

1. A type of recycled timber used for beam and slab support, characterized in that, The system includes a timber body (1), a beam-plate slot (101), and a beam plate (2). There are two timber bodies (1), and the upper surfaces of the two timber bodies (1) are provided with beam-plate slots (101). Multiple beam plates (2) are embedded between the two beam-plate slots (101). A snap-fit ​​assembly is installed between the beam-plate slots (101) and the beam plates (2). A reinforcing support is fixedly provided between the two timber bodies (1).

2. The recycled timber used for beam and slab support according to claim 1, characterized in that: When the beam plate (2) is embedded in the beam plate slot (101), the horizontal height of the upper surface of the beam plate (2) is equal to the horizontal height of the upper surface of the timber body (1).

3. The recycled timber used for beam and slab support according to claim 1, characterized in that: The snap-fit ​​assembly includes a positioning groove (102) and a positioning strip (201). The positioning groove (102) is provided in the center of the bottom surface of the beam plate snap-fit ​​groove (101), and the positioning strip (201) is fixedly provided on both the left and right sides of the bottom surface of the beam plate (2).

4. The recycled timber used for beam and slab support according to claim 3, characterized in that: The positioning groove (102) matches the positioning strip (201), and when the beam plate (2) is embedded in the beam plate slot (101), the positioning strip (201) is embedded in the positioning groove (102).

5. The recycled timber used for beam and slab support according to claim 3, characterized in that: The reinforcing support includes an inclined slot (103) and an inclined support rod (3). An inclined slot (103) is provided at the outer end of the left timber body (1) and the inner end of the right timber body (1). An inclined support rod (3) is engaged in the two inclined slots (103) of the two timber bodies (1).

6. The recycled timber used for beam and slab support according to claim 5, characterized in that: When the inclined support rod (3) is inserted into the inclined slot (103), the water height on the upper surface is equal to the bottom horizontal height of the beam slot (101).

7. The recycled timber used for beam and slab support according to claim 6, characterized in that: The upper surface of the inclined support rod (3) is provided with grooves (301) at both ends, and the depth of the grooves (301) is equal to the depth of the positioning groove (102).

8. The recycled timber used for beam and slab support according to claim 7, characterized in that: When the inclined support rod (3) is inserted into the inclined slot (103), the bottom horizontal height of the groove (301) is equal to the bottom horizontal height of the positioning slot (102).

9. The recycled timber used for beam and slab support according to claim 1, characterized in that: An L-shaped connecting strip (4) is fixedly provided at the outer end of the timber body (1), and an L-shaped connecting groove (5) is provided at the inner end of the timber body (1). The L-shaped connecting strip (4) matches the L-shaped connecting groove (5).

10. A recycled timber method for beam and slab support as described in any one of claims 1 to 9, characterized in that, Includes the following steps: Step 1: The positioning strip (20) 1 at the bottom of the beam (2) is embedded in the positioning groove (102) in the beam slot (101) to position the beam (2) and ensure the stability of the beam (2); Step 2: There is no need to nail the beam (2) into the timber body (1), so as not to damage the beam (2) and the timber body (1), which facilitates the reuse of the timber body (1) and the beam (2) and facilitates subsequent disassembly; Step 3: When the inclined support rod (3) is inserted into the inclined slot (103), the water height on the upper surface is equal to the bottom horizontal height of the beam slot (101), which makes it convenient for the inclined support rod (3) to work with the two wooden blocks (1) to support the bottom surface of the beam (2) and further ensure the stability of the beam (2).