Reinforcing assembly for cylinder and beam
By designing reinforcement components for columns and beams and utilizing column-connecting parts, beam-connecting parts, L-shaped reinforcements, and adhesive steel parts, the construction difficulties encountered when connecting columns and beams were resolved, the connection strength and stability were improved, the construction process was simplified, and the torsional and seismic resistance were enhanced.
Patent Information
- Application Number
- CN202422532514.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-18
- Publication Date
- 2025-09-05
- Estimated Expiration
- 2034-10-18
AI Technical Summary
In the existing technology, when the steel reinforcement on the top of the beam encounters a column, the curved outer contour of the column makes the anchoring methods in existing specifications and drawings inapplicable or difficult to construct, and the quality is difficult to guarantee.
A reinforcement assembly for columns and beams is designed, comprising a column-connecting portion and a beam-connecting portion, which are connected to the columns and beams via connectors. L-shaped reinforcement members and steel bonding members are provided, and gaps are filled with building structural adhesive to enhance connection strength and stability.
It improves the connection strength and stability between columns and beams, enhances the torsional and seismic performance of the overall structure, simplifies the construction process, and reduces material costs and construction difficulty.
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Figure CN223305472U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building node reinforcement, in particular to a reinforcement component for columns and beams. Background Art
[0002] In existing technology, beam top steel reinforcement is a commonly used reinforcement technique in concrete structures. However, existing structural reinforcement design specifications and national standard drawings only provide anchoring methods for beam top steel reinforcements when they meet square columns. When beam top steel reinforcements meet circular columns, the curved outer contour of the column makes the anchoring methods referenced in existing specifications and drawings inapplicable, or the construction process is difficult and quality assurance is difficult.
[0003] In view of the problems existing in the above-mentioned prior art, it is urgent to design a reinforcement component of columns and beams to solve the above-mentioned problems. Utility Model Content
[0004] In order to overcome the technical problems existing in the prior art, the present application provides a column and beam reinforcement assembly and a preparation method thereof, thereby being able to solve the problems raised in the above-mentioned background technology.
[0005] The present application provides a column and beam reinforcement assembly, comprising:
[0006] A reinforcement member, wherein the reinforcement member is arranged on a plane corresponding to the extension of the beam body, and the reinforcement member includes a connecting column portion and a connecting beam portion, the connecting column portion is connected to the cylindrical body via a first connecting member, and the connecting beam portion is connected to the beam body via a second connecting member, and the shape of the connecting column portion is adapted to the contour of the cylindrical body so that the connecting column portion can wrap the cylindrical body accordingly.
[0007] In some embodiments, there are two connecting beams, and the two connecting beams are correspondingly disposed at both ends of the connecting column.
[0008] In some embodiments, the column and beam reinforcement assembly provided in this application further includes:
[0009] The reinforcement member is L-shaped and is arranged on a plane corresponding to the axial direction of the cylindrical body.
[0010] By setting the reinforcement members in L-shape and setting them on the planes along the vertical direction of the beam body and the cylindrical body, the supporting force of the beam body and the column body in the vertical direction can be strengthened, thereby making the entire structure more stable and strong. In addition, the structural characteristics of the L-shape make it superior in resisting torsion, which helps to improve the overall torsional performance of the building.
[0011] In some embodiments, the column and beam reinforcement assembly provided in this application further includes:
[0012] The steel-bonding piece is bonded to the side of the beam body facing the reinforcement piece by means of adhesive.
[0013] In some embodiments, a plurality of first connection holes are formed on the cylindrical body, and the first connection holes correspond to the center of the cylindrical body, and the first connection member passes through the connecting column portion and is inserted into the first connection hole.
[0014] By arranging the first connection hole toward the center of the cylindrical body, the first connection member can more evenly withstand forces from all directions. This uniform force distribution helps maintain the stability of the connection, preventing loosening or damage caused by uneven force distribution, thereby further strengthening the overall structure between the reinforcement member and the cylindrical body.
[0015] In some embodiments, a second connection hole is formed through the beam body, and the second connection member passes through the second connection hole, and both ends of the second connection member pass through the two connecting beam parts on both sides of the same beam body.
[0016] By setting the second connecting hole through the beam body, and setting the connecting beam parts of two reinforcement pieces at the openings at both ends of the second connecting hole, and passing the second connecting piece through the second connecting hole and correspondingly connecting the connecting beam parts of the two reinforcement pieces, the overall construction and installation steps are simplified, and the material cost is reduced by reducing the use of the second connecting piece.
[0017] In some embodiments, the gap between the connecting column and the cylindrical body is filled with glue.
[0018] The utility model has at least the following beneficial effects:
[0019] 1. By installing a structurally strong reinforcement between the beam body and the cylindrical body, the bearing capacity of the cylindrical body on the beam body is effectively improved. The reinforcement expands the contact area of the node, thereby improving the rigidity of the node, thereby effectively strengthening the connection structure between the cylindrical body and the beam body, and effectively enhancing the overall structural strength and firmness;
[0020] 2. By arranging the connecting column portion of the reinforcement piece to be adapted to the cylindrical body, the connecting column portion can correspondingly wrap the cylindrical body, thereby enhancing the reinforcement effect of the reinforcement piece;
[0021] 3. By filling the gap between the reinforcement and the cylindrical body with structural adhesive, the gap between the cement structure and the steel structure is effectively bonded together, forming a more compact whole. This effectively increases the connection strength between the two structures, helps improve the load-bearing capacity and stability of the entire structure, enhances the overall seismic performance, simplifies the construction process, and thus improves construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0022] Figure 1 A schematic top view of a cross-sectional structure of an embodiment of a column and beam reinforcement assembly of the present application;
[0023] Figure 2 A schematic side cross-sectional view of the reinforcement assembly of the column and beam of the present application;
[0024] Figure 3 Schematic diagram of a top cross-sectional structure of another embodiment of a column and beam reinforcement assembly of the present application;
[0025] Figure 4 Schematic diagram of a top cross-sectional structure of another embodiment of the column and beam reinforcement assembly of the present application.
[0026] Description of reference numerals:
[0027] 10: beam body;
[0028] 20: cylindrical body;
[0029] 30: reinforcement; 31: connecting column; 32: connecting beam;
[0030] 40: first connecting member;
[0031] 50: second connecting member;
[0032] 60: reinforcement;
[0033] 70: Bonding steel parts. DETAILED DESCRIPTION
[0034] The following specific embodiments illustrate the implementation of the present application. Those skilled in the art can easily understand other advantages and effects of the present application from the contents disclosed in this specification. Although the description of the present application will be introduced in conjunction with some embodiments, this does not mean that the features of this application are limited to the implementation. On the contrary, the purpose of introducing the application in conjunction with the implementation is to cover other options or modifications that may be extended based on the claims of the present application. In order to provide an in-depth understanding of the present application, the following description will contain many specific details. The present application can also be implemented without using these details. In addition, in order to avoid confusion or blurring the focus of the present application, some specific details will be omitted in the description. It should be noted that the embodiments in the present application and the features in the embodiments can be combined with each other unless there is a conflict.
[0035] It should be noted that in this specification, similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, it does not need to be further defined or explained in subsequent drawings.
[0036] In the description of this application, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings and are intended solely to facilitate the description of this application and simplify the description. They do not indicate or imply that the devices or components referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on this application. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0037] In the description of this application, it should be noted that, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; mechanical connections or electrical connections; direct connections or indirect connections through an intermediate medium; and internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in this application based on the specific circumstances.
[0038] This application provides a reinforcement assembly for columns and beams, see Figures 1 to 4 , including a reinforcement 30, which is arranged on a plane corresponding to the extension of the beam body 10, and the reinforcement 30 includes a connecting column portion 31 and a connecting beam portion 32. The connecting column portion 31 is correspondingly connected to the cylindrical body 20 through a first connecting member 40, and the connecting beam portion 32 is correspondingly connected to the beam body 10 through a second connecting member 50, and the shape of the connecting column portion 31 is adapted to the contour of the cylindrical body 20 so that the connecting column portion 31 can correspondingly wrap the cylindrical body 20.
[0039] Specifically, the beam is vertically arranged on the side of the cylinder, and the cross-sectional area of the beam is usually smaller than the diameter of the cylinder. The reinforcement 30 is made of steel, and the column connecting portion 31 and the beam connecting portion 32 are respectively adapted to the cylindrical body 20 and the beam body 10 to expand the contact area between the reinforcement 30, the cylindrical body 20 and the beam body 10, effectively improving the rigidity and stability of the node, thereby effectively dispersing and bearing external loads, and effectively improving the overall resistance and structural durability of the node structure. In addition, it also facilitates installation and construction to effectively improve construction efficiency. The reinforcement 30 is arranged between the beam body 10 and the cylindrical body 20 along a plane perpendicular to the column, which can significantly improve the overall stability and bearing capacity of the structure. The durability of the reinforced beam-column connection structure is improved, which can effectively extend the service life and reliability of the overall node structure, thereby reducing the need for maintenance and replacement.
[0040] In some embodiments, see Figure 1 and Figure 3There are two connecting beams 32 , and the two connecting beams 32 are correspondingly arranged at both ends of the connecting column 31 .
[0041] Specifically, when there is only one beam on the cylindrical body 20, the connecting column portion 31 on the reinforcement 30 surrounds the cylindrical body 20, and the two connecting beam portions 32 are symmetrically arranged on both sides of the beam body 10. When there are at least two beams on the cylindrical body 20, a reinforcement 30 is provided between the two adjacent beam bodies 10. The connecting column portion 31 corresponds to connecting the cylindrical body 20 between the two adjacent beams, and the two connecting beam portions 32 on the corresponding reinforcement 30 are respectively connected to the two beams, so that under the cooperation of multiple reinforcements 30, a reinforcement structure surrounding the cylindrical body 20 is formed.
[0042] In some embodiments, see Figure 2 The column and beam reinforcement assembly provided in this application also includes a reinforcement member 60 . The reinforcement member 60 is L-shaped and is arranged on a plane corresponding to the axial direction of the cylindrical body 20 .
[0043] Specifically, the reinforcement 60 is L-shaped and is arranged on the plane of the beam body 10 and the cylindrical body 20 along the vertical direction, so as to strengthen the supporting force of the beam body 10 and the column body along the vertical direction, thereby making the entire structure more stable and strong. In addition, the L-shaped structural characteristics make it superior in resisting torsion, which helps to improve the overall torsional resistance of the building.
[0044] In some embodiments, see Figure 2 The column and beam reinforcement assembly provided in this application further includes a steel bonding member 70 , which is bonded to the side of the beam body 10 facing the reinforcement member 60 by adhesive.
[0045] Specifically, the bonding steel part 70 is a steel plate that is compatible with the upper side surface of the beam body 10. It is firmly bonded to the surface of the beam body 10 by means of building structural adhesive, so that the steel plate and the concrete form a unified whole. The good tensile strength of the steel plate is utilized to achieve the purpose of enhancing the bearing capacity and rigidity of the beam body 10. The steel plate is then fixedly connected to the corresponding parallel part of the L-shaped portion to further strengthen the connection structure between the beam body 10 and the cylindrical body 20.
[0046] In some embodiments, see Figure 1 and Figure 2 A plurality of first connection holes are opened on the cylindrical body 20 , and the first connection holes correspond to the center of the cylindrical body 20 , and the first connection member 40 passes through the connecting column portion 31 and is inserted into the first connection hole.
[0047] Specifically, the first connecting member 40 can be an expansion anchor bolt. When the first connecting hole is oriented toward the center of the cylindrical body 20, the first connecting member 40 can more evenly withstand forces from all directions. This uniform force distribution helps maintain the stability of the connection and avoids loosening or damage caused by uneven force distribution, thereby further strengthening the integrity of the overall structure between the reinforcement member 30 and the cylindrical body 20. Usually, the cylindrical body 20 is evenly provided with the same number of first connecting holes as the reinforcement members 30, so that each reinforcement member 30 can be fixed correspondingly through the first connecting member 40, thereby improving the connection between the reinforcement member 30 and the cylindrical body 20. In addition, the column-beam structure can be reinforced without high-altitude welding, effectively simplifying the construction operation.
[0048] In some embodiments, see Figure 1 and Figure 2 A second connecting hole is provided on the beam body 10 , and the second connecting member 50 passes through the second connecting hole, and both ends thereof pass through the two connecting beam portions 32 on both sides of the same beam body 10 .
[0049] Specifically, the second connecting hole is set through the beam body 10, and the openings at both ends of the second connecting hole are corresponding to the connecting beam parts 32 of the two reinforcement members 30. Then, the second connecting member 50 is passed through the second connecting hole and correspondingly connected to the connecting beam parts 32 of the two reinforcement members 30, which simplifies the overall construction and installation steps and reduces the material cost by reducing the use of the second connecting member 50. In addition, the two ends of the second connecting member 50 are correspondingly connected to the two connecting beam parts 32, forming a more stable bolt-fixed structure in two directions, so as to better maintain the stability and integrity of the structure.
[0050] In some embodiments, the gap between the connecting column portion 31 and the cylindrical body 20 is filled with glue.
[0051] Specifically, by filling the gap between the cylindrical body 20 and the connecting column 31 with glue, the gap between the cement structure and the steel structure is effectively bonded together, forming a more compact whole. This effectively increases the connection strength between the two structures, preventing relative displacement or separation caused by the gap. The glue also evenly transfers stress, reducing structural damage caused by stress concentration. This helps to improve the load-bearing capacity and stability of the entire structure, enhances its overall seismic performance, simplifies the construction process, and thus improves construction efficiency.
[0052] Obviously, those skilled in the art may make various modifications and variations to this application without departing from the spirit and scope of this application. Thus, if such modifications and variations fall within the scope of the claims of this application and their equivalents, this application is intended to include such modifications and variations.
Claims
1. A column and beam reinforcement assembly, comprising a column body and a beam body, characterized in that: include: A reinforcement member is arranged on a plane corresponding to the extension of the beam body, and the reinforcement member includes a connecting column portion and a connecting beam portion. The connecting column portion is connected to the cylindrical body via a first connecting member, and the connecting beam portion is connected to the beam body via a second connecting member. The shape of the connecting column portion is adapted to the contour of the cylindrical body so that the connecting column portion can wrap the cylindrical body accordingly.
2. The column and beam reinforcement assembly according to claim 1, wherein: The number of the connecting beam parts is two, and the two connecting beam parts are correspondingly arranged at both ends of the connecting column part.
3. The column and beam reinforcement assembly according to claim 2, wherein: Also includes: The reinforcement member is L-shaped and is arranged on a plane corresponding to the axial direction of the cylindrical body.
4. The column and beam reinforcement assembly according to claim 3, wherein: Also includes: The steel-bonding piece is bonded to the side of the beam body facing the reinforcement piece by means of adhesive.
5. The column and beam reinforcement assembly according to any one of claims 1 to 4, characterized in that: The cylindrical body is provided with a plurality of first connection holes, each of which is oriented toward the center of the cylindrical body. The first connection member is inserted into the first connection hole through the connecting column portion.
6. The column and beam reinforcement assembly according to claim 5, wherein: A second connecting hole is formed through the beam body, and the second connecting member passes through the second connecting hole, and both ends of the second connecting member pass through the two connecting beam parts on both sides of the same beam body.
7. The column and beam reinforcement assembly according to claim 6, wherein: The gap between the connecting column and the cylindrical body is filled with glue.