Reinforced concrete combined reinforcing structure

Abstract

The utility model discloses a reinforced concrete combined reinforcing structure, which relates to the technical field of building construction and comprises a plurality of reinforcing components, connecting components are arranged at two ends of each reinforcing component, and dovetail tenons and dovetail mortises are respectively arranged at one ends, far away from the reinforcing components, of the connecting components. Limiting rods are arranged between the dovetail tenons and the dovetail mortises in a penetrating mode. Under the matching action of the reinforcing assembly, the connecting assembly, the dovetail tenon, the dovetail mortise and the limiting rod, the required reinforcing structure can be accurately assembled according to the structure size, and unnecessary waste of materials or the phenomenon that some concrete parts are not fully reinforced are prevented; the whole reinforcing structure can effectively absorb and disperse impact force on the whole, stress is evenly dispersed and transmitted when external impact and pressure are borne, the overall strength and stability are improved, and the whole reinforcing structure has good deformation resistance and vibration resistance.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and specifically, to a reinforced concrete combined reinforcement structure. Background Art

[0002] Reinforced concrete is a common building material that embeds steel bars (usually ferroalloys) into concrete to form a composite material. Concrete has good compressive strength, while steel bars have high tensile strength. Through this combination, reinforced concrete can effectively withstand various loads of buildings, including gravity, wind force, seismic force, etc. During the design and construction process of reinforced concrete structures, combined reinforcement is required to improve its tensile strength, enhance durability, improve seismic performance, and other structural properties. For example, over time, cracks or other damages may occur in reinforced concrete structures, and these damages may affect the integrity of the structure. Only by strengthening to repair these damages can the normal function of the structure be restored.

[0003] For example, the Chinese patent with the authorization announcement number CN217151363U discloses a reinforced concrete combined reinforcement structure. Through the arrangement of structures such as steel bar one, steel bar two, and wall tie bars, the overall pouring of concrete is realized.

[0004] Although this kind of reinforced concrete combined reinforcement structure can increase the external force borne by the concrete, this device cannot reinforce multi-sided reinforced concrete structures, and in the actual construction process, the required reinforcement structure cannot be accurately assembled according to the structure size, which will lead to unnecessary waste of materials or insufficient reinforcement of some concrete parts.

[0005] Regarding the problems in the related art, no effective solution has been proposed yet. Content of the Utility Model

[0006] Regarding the problems in the related art, the utility model proposes a reinforced concrete combined reinforcement structure to overcome the above-mentioned technical problems existing in the existing related art.

[0007] To this end, the specific technical solution adopted by the utility model is as follows:

[0008] A reinforced concrete combined reinforcement structure includes a plurality of reinforcement components. Both ends of the reinforcement components are provided with connection components. One end of the connection component away from the reinforcement component is respectively provided with a dovetail tenon and a dovetail groove, and a limiting rod is inserted between the dovetail tenon and the dovetail groove.

[0009] Furthermore, in order to effectively absorb and disperse the impact force as a whole, evenly disperse and transmit stress when subjected to external impact and pressure, improve the overall strength and stability, and make the whole have good anti-deformation and anti-vibration properties, the reinforcement component includes a number of steel plates arranged between two connecting components, and the adjacent steel plates are connected by honeycomb parts; arc grooves that match the honeycomb parts are opened at both ends of the steel plates; the honeycomb parts are composed of hexagonal steel bars arranged in sequence from left to right, and the middle part of the hexagonal steel bars is a hollow structure, and the two ends of the hexagonal steel bars are respectively connected to the adjacent steel plates.

[0010] Furthermore, in order to effectively stabilize the reinforcement component and flexibly extend the entire structure under the cooperation of the two sets of connection components, so that the reinforcement component can adapt to different sizes of reinforced concrete, thereby improving its applicability and universality, the connection component includes a connection block 1 arranged on one side of the steel plate, a connection piece 1 is arranged in the middle of the connection block 1, and a connection piece 2 that cooperates with the connection block 1 is arranged on the outer side of the middle part of the connection piece 1; an L-shaped mounting groove that cooperates with the connection piece 1 and the connection piece 2 is opened on one side of the connection block 1; the connection piece 1 includes a rotating rod arranged on one side of the L-shaped mounting groove, and connecting blocks that cooperate with the connection piece 2 are arranged at both ends of the rotating rod, and a cross block and a cross groove are respectively provided on the end of the connection block away from the rotating rod; the connection piece 2 includes a clamping block arranged on the rotating rod, and a vertical groove that cooperates with the rotating rod is opened on one side of the middle of the clamping block; a horizontal groove that cooperates with the L-shaped mounting groove is opened on the other side of the middle of the clamping block.

[0011] Furthermore, in order to facilitate the removal of the limit rod, the limit rod ensures that the dovetail tenon is correctly inserted into the dovetail tenon groove to prevent dislocation or offset, ensure the alignment accuracy between the components, and prevent the tenon from loosening due to vibration or external force. The limit rod can also increase the contact area between the dovetail tenon and the dovetail tenon groove, thereby improving the overall shear and tensile strength. The limit rod includes a long rod inserted between the dovetail tenon and the dovetail tenon groove, and a limiting protrusion is provided at the top of the long rod, and the shape of the limiting protrusion is hemispherical.

[0012] The beneficial effects of the utility model are:

[0013] 1) The present invention can accurately assemble the required reinforcement structure according to the structural dimensions through the cooperation of the reinforcement components, the connection components, the dovetail tenon, the dovetail groove and the limit rod, thereby preventing unnecessary waste of materials or the phenomenon that some concrete parts are not fully reinforced.

[0014] 2) Under the action of the reinforcement components, the whole can effectively absorb and disperse the impact force. When subjected to external impact and pressure, it can evenly disperse and transmit stress, thereby improving the overall strength and stability, and making the whole have good anti-deformation and anti-vibration performance.

[0015] 3) Under the action of the connecting components, the reinforcing components can be effectively stabilized and strengthened. Moreover, under the combined action of two sets of connecting components, the entire structure can be flexibly extended, enabling the reinforcing components to adapt to the sizes of different reinforced concretes, thereby improving their applicability and universality.

[0016] 4) Under the combined action of the dovetail tenon, dovetail groove and limiting rod, the limiting rod is convenient to pick up. At the same time, the limiting rod ensures that the dovetail tenon is correctly inserted into the dovetail groove, preventing misalignment or deviation, ensuring the alignment accuracy between components, and preventing the tenon from loosening due to vibration or external forces. The limiting rod can also increase the contact area between the dovetail tenon and the dovetail groove, improving the overall shear and tensile strength. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings required to be used in the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.

[0018] Figure 1 is a schematic structural diagram of a multi-sided reinforcement structure in a reinforced concrete composite reinforcement structure according to an embodiment of the present invention;

[0019] Figure 2 is Figure 1 a partial enlarged view of part A in

[0020] Figure 3 is a schematic structural diagram of a dovetail tenon and a dovetail groove in a reinforced concrete composite reinforcement structure according to an embodiment of the present invention;

[0021] Figure 4 is a schematic structural diagram of a single-sided reinforcement structure in a reinforced concrete composite reinforcement structure according to an embodiment of the present invention;

[0022] Figure 5 is a schematic sectional view of a reinforcement component in a reinforced concrete composite reinforcement structure according to an embodiment of the present invention;

[0023] Figure 6 is a schematic structural diagram of a connecting component in a reinforced concrete composite reinforcement structure according to an embodiment of the present invention;

[0024] Figure 7 is a three-dimensional assembly drawing of a connecting component in a reinforced concrete composite reinforcement structure according to an embodiment of the present invention;

[0025] Figure 8It is a three-dimensional assembly drawing between two groups of first connectors in a reinforced concrete composite reinforcement structure according to an embodiment of the present utility model.

[0026] In the figure:

[0027] 1. Reinforcement component; 101. Steel plate; 102. Honeycomb member; 1021. Hexagonal steel bar; 1022. Hollow structure; 103. Arc groove; 2. Connection component; 201. First connection block; 2011. L-shaped installation groove; 202. First connector; 2021. Rotating rod; 2022. Connection block; 2023. Cross-shaped block; 2024. Cross-shaped groove; 203. Second connector; 2031. Clamping block; 2032. Vertical groove; 2033. Horizontal groove; 3. Dovetail tenon; 4. Dovetail mortise; 5. Limit rod; 501. Long rod; 502. Limit convex block. Specific embodiments

[0028] To further illustrate the embodiments, the present utility model provides drawings. These drawings are part of the disclosure of the present utility model, which are mainly used to illustrate the embodiments and can be used in conjunction with the relevant descriptions in the specification to explain the operating principle of the embodiments. With reference to these contents, those of ordinary skill in the art should be able to understand other possible implementation manners and the advantages of the present utility model. The components in the figures are not drawn to scale, and similar component symbols are usually used to represent similar components.

[0029] According to an embodiment of the present utility model, a reinforced concrete composite reinforcement structure is provided.

[0030] Now, the present utility model will be further described in conjunction with the drawings and specific embodiments. As Figures 1-4 shown, a reinforced concrete composite reinforcement structure according to an embodiment of the present utility model includes a plurality of reinforcement components 1. Both ends of the reinforcement component 1 are provided with connection components 2. The ends of the connection components 2 away from the reinforcement component 1 are respectively provided with a dovetail tenon 3 and a dovetail mortise 4, and a limit rod 5 is inserted between the dovetail tenon 3 and the dovetail mortise 4.

[0031] With the help of the above technical solution, the present invention can accurately assemble the required reinforcement structure according to the structural size under the cooperation of the reinforcement component 1, the connection component 2, the dovetail tenon 3, the dovetail tenon groove 4 and the limit rod 5, so as to prevent unnecessary waste of materials or the phenomenon that some concrete parts are not fully reinforced; under the action of the reinforcement component 1, the whole can effectively absorb and disperse the impact force, and when subjected to external impact and pressure, it can evenly disperse and transmit stress, thereby improving the strength and stability of the whole, and making the whole have good anti-deformation and anti-vibration performance; under the action of the connection component 2, the reinforcement component can be effectively stabilized. Part 1, and the entire structure can be flexibly extended under the cooperation of the two sets of connecting components 2, so that the reinforcement component 1 can adapt to the sizes of different reinforced concrete, thereby improving its applicability and universality. Under the cooperation of the dovetail tenon 3, the dovetail tenon groove 4 and the limit rod 5, the limit rod 5 can be easily taken, and at the same time, the limit rod 5 ensures that the dovetail tenon 3 is correctly inserted into the dovetail tenon groove 4 to prevent dislocation or offset, ensure the alignment accuracy between the components, and prevent the tenon from loosening due to vibration or external force. The limit rod 5 can also increase the contact area between the dovetail tenon 3 and the dovetail tenon groove 4, thereby improving the overall shear and tensile strength.

[0032] In one embodiment, for the reinforcement component 1, the reinforcement component 1 includes several steel plates 101 arranged between two connecting components 2, and adjacent steel plates 101 are connected by honeycomb parts 102; arc grooves 103 that match the honeycomb parts 102 are opened at both ends of the steel plates 101; the honeycomb parts 102 are composed of hexagonal steel bars 1021 arranged from left to right, and the middle part of the hexagonal steel bars is a hollow structure 1022, and the two ends of the hexagonal steel bars 1021 are respectively connected to adjacent steel plates 101, so that the whole can effectively absorb and disperse impact force, and when subjected to external impact and pressure, it evenly disperses and transmits stress, thereby improving the overall strength and stability, and making the whole have good anti-deformation and anti-vibration properties.

[0033] In one embodiment, for the connecting component 2, the connecting component 2 includes a first connecting block 201 disposed on one side of the steel plate 101. A first connecting member 202 is provided in the middle of the first connecting block 201, and a second connecting member 203 matching the first connecting block 201 is disposed outside the middle of the first connecting member 202. An L-shaped mounting groove 2011 matching the first connecting member 202 and the second connecting member 203 is formed on one side of the first connecting block 201. The first connecting member 202 includes a rotating rod 2021 disposed on one side of the L-shaped mounting groove 2011. Connecting blocks 2022 matching the second connecting member 203 are provided at both ends of the rotating rod 2021. A cross-shaped block 2023 and a cross-shaped groove 2024 are respectively provided at one end of the connecting block 2022 away from the rotating rod 2021. The second connecting member 203 includes a clamping block 2031 disposed on the rotating rod 2021. A vertical groove 2032 matching the rotating rod 2021 is formed on one side of the middle of the clamping block 2031. A horizontal groove 2033 matching the L-shaped mounting groove 2011 is formed on the other side of the middle of the clamping block 2031. Thus, the connecting component 2 can effectively strengthen and reinforce the component 1, and under the combined action of two groups of connecting components 2, the entire structure can be flexibly extended, so that the reinforcing component 1 can adapt to the sizes of different reinforced concretes, improving its applicability and universality.

[0034] The working principle of the connecting component 2 is as follows: In the initial state, the first connecting block 201 is in the horizontal direction. After the first connecting member 202 is vertically placed in the L-shaped mounting groove 2011 in the first connecting block 201, the second connecting member 203 is adjusted to the horizontal direction and perpendicular to the first connecting block 201. In this state, the second connecting member 203 is placed in the L-shaped mounting groove 2011. Under the combined action of the rotating rod 2021 in the first connecting member 202 and the vertical groove 2032 in the second connecting member 203, the cross-shaped block 2023 is rotated. During the rotation of the cross-shaped block 2023, the rotating rod 2021 is driven to rotate, so that the rotating rod 2021 is completely fitted with the L-shaped mounting groove 2011, the vertical groove 2032 and the horizontal groove 2033, and a closed space is formed, and the entire connecting component 2 forms a clamped state;

[0035] The working principle of the first connecting member 202 is as follows: A stable structure is formed by the tight combination of the cross-shaped block 2023 and the cross-shaped groove 2024 on the first connecting member 202 between two groups of connecting components 2. Under the action of gravity, the connecting component 2 can become tighter over time.

[0036] In one embodiment, for the limit rod 5, the limit rod 5 includes a long rod 501 inserted between the dovetail tenon 3 and the dovetail tenon groove 4, and a limit protrusion 502 is provided on the top of the long rod 501, and the shape of the limit protrusion 502 is hemispherical, so that the limit rod 5 can be easily taken. At the same time, the limit rod 5 ensures that the dovetail tenon 3 is correctly inserted into the dovetail tenon groove 4 to prevent dislocation or offset, ensure the alignment accuracy between the components, and prevent the tenon from loosening due to vibration or external force. The limit rod 5 can also increase the contact area of the connection between the dovetail tenon 3 and the dovetail tenon groove 4, thereby improving the overall shear and tensile strength.

[0037] In order to facilitate understanding of the above technical solutions of the present invention, the working principle or operation method of the present invention in actual process is described in detail below.

[0038] In actual application, it is preferred to reinforce reinforced concrete according to different sizes. If only one side needs to be reinforced, it is only necessary to connect the reinforcement component 1 through the connecting component 2 in the vertical direction and splice them together to form a one-side reinforcement structure. If multiple sides need to be reinforced, the reinforcement components 1 are connected and spliced together in the vertical direction through the connecting component 2 to form a one-side reinforcement structure, and then the dovetail tenon 3 is inserted into the dovetail tenon groove 4, and the dovetail tenon 3 and the dovetail tenon groove 4 are used for splicing under the mutual cooperation. Under the limit of the limit rod 5, it can be spliced to form a multi-sided firmly spliced reinforcement structure.

[0039] The working principle of the connection component 2 is as described above.

[0040] In summary, with the help of the above technical solutions of the present invention, the present invention can accurately assemble the required reinforcement structure according to the structural size under the cooperation of the reinforcement component 1, the connection component 2, the dovetail tenon 3, the dovetail tenon groove 4 and the limit rod 5, so as to prevent unnecessary waste of materials or the phenomenon that some concrete parts are not fully reinforced; under the action of the reinforcement component 1, the whole can effectively absorb and disperse the impact force, and when subjected to external impact and pressure, it can evenly disperse and transmit stress, thereby improving the strength and stability of the whole, and making the whole have good anti-deformation and anti-vibration performance; under the action of the connection component 2, it can effectively The reinforcement component 1 is stable, and the entire structure can be flexibly extended with the cooperation of the two sets of connection components 2, so that the reinforcement component 1 can adapt to the sizes of different reinforced concrete, thereby improving its applicability and universality. With the cooperation of the dovetail tenon 3, the dovetail tenon groove 4 and the limit rod 5, the limit rod 5 can be easily taken, and at the same time, the limit rod 5 ensures that the dovetail tenon 3 is correctly inserted into the dovetail tenon groove 4 to prevent dislocation or offset, ensure the alignment accuracy between the components, and prevent the tenon from loosening due to vibration or external force. The limit rod 5 can also increase the contact area between the dovetail tenon 3 and the dovetail tenon groove 4, thereby improving the overall shear and tensile strength.

[0041] In the present utility model, unless otherwise clearly defined and limited, terms such as "installation", "setting", "connection", "fixation", "swivel connection" shall be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral body; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two components or the interaction relationship between two components. Unless otherwise clearly defined, for those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0042] The above are only the preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A reinforced concrete composite reinforcement structure, comprising a plurality of reinforcement components (1), characterized in that, Both ends of the reinforcement component (1) are provided with connection components (2). One end of each connection component (2) away from the reinforcement component (1) is respectively provided with a dovetail tenon (3) and a dovetail groove (4), and a limiting rod (5) is inserted between the dovetail tenon (3) and the dovetail groove (4). The reinforcement component (1) includes a plurality of steel plates (101) arranged between the two connection components (2), and adjacent steel plates (101) are connected by a honeycomb member (102); arc grooves (103) matching with the honeycomb member (102) are formed at both ends of the steel plate (101). The connection component (2) includes a first connection block (201) arranged on one side of the steel plate (101). A first connecting member (202) is arranged in the middle of the first connection block (201), and a second connecting member (203) matching with the first connection block (201) is arranged outside the middle of the first connecting member (202). An L-shaped installation groove (2011) matching with the first connecting member (202) and the second connecting member (203) is formed on one side of the first connection block (201). The first connecting member (202) includes a rotating rod (2021) arranged on one side of the L-shaped installation groove (2011). Connection blocks (2022) matching with the second connecting member (203) are arranged at both ends of the rotating rod (2021). Cross-shaped blocks (2023) and cross-shaped grooves (2024) are respectively arranged at one end of the connection block (2022) away from the rotating rod (2021). The second connecting member (203) includes a clamping block (2031) arranged on the rotating rod (2021). A vertical groove (2032) matching with the rotating rod (2021) is formed on one side of the middle of the clamping block (2031); a horizontal groove (2033) matching with the L-shaped installation groove (2011) is formed on the other side of the middle of the clamping block (2031).

2. The reinforced concrete composite strengthening structure according to claim 1, characterized in that, The honeycomb member (102) is composed of hexagonal steel bars (1021) arranged in sequence from left to right, and the middle of the hexagonal steel bar is a hollow structure (1022). Both ends of the hexagonal steel bar (1021) are respectively connected to adjacent steel plates (101).

3. A reinforced concrete composite reinforcement structure according to claim 1, characterized in that, The limiting rod (5) includes a long rod (501) inserted between the dovetail tenon (3) and the dovetail groove (4). A limiting convex block (502) is arranged at the top of the long rod (501), and the shape of the limiting convex block (502) is hemispherical.

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