Connecting structure of concrete filled steel tubular column and reinforced concrete beam
By using fixed components, plug-in sleeves and adjustment components in the connecting structure between steel pipe concrete columns and reinforced concrete beams, the problems of stress concentration and positioning errors in traditional connecting structures are solved, and higher load-bearing capacity and stability are achieved, and construction quality and safety and durability of the building structure are improved.
Patent Information
- Application Number
- CN202421848893.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-01
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-08-01
AI Technical Summary
The connecting structure between traditional steel pipe concrete columns and reinforced concrete beams is prone to stress concentration when it withstands loads, resulting in easy damage to the connection area, affecting the safety and durability of the structure.
Fixed components, plug-in sleeves and adjustment components are adopted to enhance the bearing capacity and stability of the connecting structure through the cooperation of interlaced steel holes and cross beam steel bars, optimize the stress distribution, and reduce the positioning error caused by manual operation errors.
It significantly enhances the bearing capacity and stability of the connecting structure, optimizes the stress distribution, reduces the risks brought by the structure due to stress concentration and positioning errors, and improves the overall construction quality and the safety and durability of the building structure.
Smart Images
Figure CN223151336U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction, and specifically, to a connection structure between a concrete-filled steel tube column and a reinforced concrete beam. Background Technique
[0002] With the increasingly tense urban land resources and the continuous increase in building height, in order to effectively control the cross-sectional size of the bottom frame columns of buildings and improve the structural efficiency, steel sections are ingeniously placed inside the cross-section to form concrete-filled steel tube columns with both strength and stiffness. However, in the pursuit of the balance between economic benefits and technical feasibility, the floor system mostly adopts the mature and economical reinforced concrete structure. In the combination of concrete-filled steel tube columns and reinforced concrete beams, the connection structure between the concrete-filled steel tube columns and the reinforced concrete beams has become the top priority of construction quality control.
[0003] The traditional connection structure between a concrete-filled steel tube column and a reinforced concrete beam usually uses a combination of a fixing plate and bolts for connection and fixation. This connection method restricts the high bearing capacity potential of the concrete-filled steel tube to a certain extent. When in long-term service or facing large load challenges, stress concentration is likely to occur in the connection area, which may then induce surface cracks, having a non-negligible impact on the safety and durability of the overall structure.
[0004] For the problems in the related technology, no effective solution has been proposed yet. Content of the Utility Model
[0005] In view of the problems in the related technology, the utility model provides a connection structure between a concrete-filled steel tube column and a reinforced concrete beam to overcome the above-mentioned technical problems existing in the existing related technology.
[0006] Therefore, the specific technical solution adopted by the utility model is as follows:
[0007] A connection structure between a concrete-filled steel tube column and a reinforced concrete beam, comprising a concrete-filled steel tube column body. Fixing components are arranged around the concrete-filled steel tube column body. A number of groups of steel bar holes one are opened on one side of the concrete-filled steel tube column body, and a number of groups of steel bar holes two are opened at one end of the concrete-filled steel tube column body. Steel beam bars are arranged inside both the steel bar holes one and the steel bar holes two, and the steel beam bars are matched with the fixing components through adjusting components.
[0008] Furthermore, in order to effectively disperse the stress concentration at the connection and enhance the stability and reliability of the connection structure when bearing various loads, a plugging sleeve one matching the steel bar holes one is arranged on one side of the concrete-filled steel tube column body, and a plugging sleeve two matching the steel bar holes two is arranged at one end of the concrete-filled steel tube column body.
[0009] Furthermore, in order to meet the requirements of inserting crossbeam reinforcement bars in different directions and improve the functionality of the overall structure, the first reinforcement hole and the second reinforcement hole are staggered.
[0010] Furthermore, in order to enhance the bearing capacity of the connection structure and effectively disperse and share the load, the fixing assembly includes a fixing plate 1 arranged on one side of the steel tube concrete column body.
[0011] Furthermore, in order to improve the overall seismic performance of the connection structure and maintain higher stability and reliability, the fixing assembly also includes a fixing plate 2 arranged at one end of the steel tube concrete column body, the middle part of the fixing plate 1 and the fixing plate 2 are connected through a reinforcing plate 1, the top of the fixing plate 1 and the fixing plate 2 are connected through a reinforcing plate 2, and the bottom of the fixing plate 1 and the fixing plate 2 are connected through a reinforcing plate 3.
[0012] Furthermore, in order to improve the safety and durability of the overall structure, the adjustment component includes a plurality of groups of limit grooves opened at one end of the fixed plate.
[0013] Furthermore, in order to achieve the positioning of the crossbeam steel bars and reduce the steel bar positioning errors caused by manual operation errors or construction environment limitations, the adjustment component also includes several groups of limit grooves 2 opened at one end of the fixed plate 2, the limit grooves 1 and 2 are matched with each other through the limit plate, and a limit hole matching the crossbeam steel bars is opened on one side of the limit plate.
[0014] The beneficial effects of the utility model are:
[0015] 1. The utility model can significantly enhance the bearing capacity of the connection structure by setting fixed components, effectively disperse and share the load, thereby avoiding deformation or damage of the connection structure due to excessive stress, which not only improves the overall seismic performance of the connection structure and maintains higher stability and reliability, but also optimizes the force distribution of the nodes, so that the connection structure can perform more evenly and reasonably when subjected to various loads, further ensuring the stability and safety of the connection structure under complex stress conditions.
[0016] 2. The utility model can realize the positioning of the crossbeam steel bars by setting the adjustment components, thereby reducing the steel bar positioning error caused by manual operation error or construction environment limitations, so that the overall stability of the connection structure is significantly enhanced, and the local stress concentration phenomenon that may be caused by slight deviations in the position of the steel bars is effectively reduced, thereby greatly reducing the risk of structural damage and improving the safety and durability of the overall structure.
[0017] 3. By providing the first plugging sleeve and the second plugging sleeve, the utility model can provide a high-strength connection between the crossbeam steel bars and the steel tube concrete column body, not only effectively dispersing the stress concentration at the connection, but also enhancing the stability and reliability of the connection structure under various loads, thereby promoting the improvement of the overall construction quality and the acceleration of the construction efficiency, and further ensuring the safety and durability of the building structure. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following will briefly introduce the drawings required to be used in the embodiments. Obviously, the drawings in the following description are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.
[0019] Figure 1 is a schematic structural diagram of a connection structure between a steel tube concrete column and a reinforced concrete beam according to an embodiment of the present utility model;
[0020] Figure 2 is one of the sectional views of a connection structure between a steel tube concrete column and a reinforced concrete beam according to an embodiment of the present utility model;
[0021] Figure 3 is Figure 2 a partial enlarged view of part A in
[0022] Figure 4 is another sectional view of a connection structure between a steel tube concrete column and a reinforced concrete beam according to an embodiment of the present utility model;
[0023] Figure 5 is Figure 4 a partial enlarged view of part B in
[0024] In the figure:
[0025] 1. Steel tube concrete column body; 2. Fixing assembly; 201. First fixing plate; 202. Second fixing plate; 203. First reinforcing plate; 204. Second reinforcing plate; 205. Third reinforcing plate; 3. First steel bar hole; 4. Second steel bar hole; 5. Crossbeam steel bars; 6. Adjusting assembly; 601. First limiting groove; 602. Second limiting groove; 603. Limiting plate; 604. Limiting hole; 7. First plugging sleeve; 8. Second plugging sleeve. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0026] To further illustrate each embodiment, the present invention provides drawings, which are part of the disclosure of the present invention and are mainly used to illustrate the embodiments. They can be used in conjunction with the relevant descriptions in the specification to explain the operating principles of the embodiments. With reference to these contents, ordinary technicians in the field should be able to understand other possible implementation methods and advantages of the present invention. The components in the figures are not drawn to scale, and similar component symbols are generally used to represent similar components.
[0027] According to an embodiment of the utility model, a connection structure of a steel tube concrete column and a reinforced concrete beam is provided.
[0028] The present invention is now further described in conjunction with the accompanying drawings and specific implementation methods. Figures 1-5 As shown, the connection structure of the steel tube concrete column and the reinforced concrete beam according to the embodiment of the utility model includes a steel tube concrete column body 1, and the steel tube concrete column body 1 is provided with fixing components 2 all around. One side of the steel tube concrete column body 1 is provided with a plurality of groups of steel bar holes 1, and one end of the steel tube concrete column body 1 is provided with a plurality of groups of steel bar holes 2 4. The steel bar holes 1 3 and the steel bar holes 2 4 are both provided with crossbeam steel bars 5, and the crossbeam steel bars 5 are matched with the fixing components 2 through the adjustment components 6.
[0029] With the aid of the above technical solution of the utility model, by setting the fixing component 2, the bearing capacity of the connection structure can be significantly enhanced, and the load can be effectively dispersed and shared, thereby avoiding deformation or damage of the connection structure due to excessive stress, which not only improves the overall seismic performance of the connection structure and maintains higher stability and reliability, but also optimizes the force distribution of the nodes, so that the connection structure can perform more uniformly and reasonably when bearing various loads, further ensuring the stability and safety of the connection structure under complex stress conditions. By setting the adjustment component 6, the positioning of the crossbeam steel bars 5 can be achieved, and the steel bar positioning error caused by manual operation errors or construction environment limitations is reduced, so that the overall stability of the connection structure is significantly enhanced, and the local stress concentration phenomenon that may be caused by slight deviations in the position of the steel bars is effectively reduced, thereby greatly reducing the risk of damage to the structure and improving the safety and durability of the overall structure. By providing the plug-in sleeve 1 7 and the plug-in sleeve 2 8, a high-strength connection can be provided between the crossbeam reinforcement 5 and the steel tube concrete column body 1, which not only effectively disperses the stress concentration at the connection, but also enhances the stability and reliability of the connection structure when subjected to various loads, thereby promoting the improvement of the overall construction quality and accelerating the construction efficiency, thereby ensuring the safety and durability of the building structure.
[0030] In one embodiment, for the above-mentioned concrete-filled steel tube column body 1, an insertion sleeve one 7 matching with the steel bar hole one 3 is arranged on one side of the concrete-filled steel tube column body 1, and an insertion sleeve two 8 matching with the steel bar hole two 4 is arranged at one end of the concrete-filled steel tube column body 1, thereby effectively dispersing the stress concentration at the joint and enhancing the stability and reliability of the connection structure when bearing various loads.
[0031] In one embodiment, for the above-mentioned steel bar hole one 3, the steel bar hole one 3 and the steel bar hole two 4 are arranged staggeredly, so as to meet the insertion of cross beam steel bars 5 in different directions and improve the functionality of the overall structure.
[0032] In one embodiment, for the above-mentioned fixing component 2, the fixing component 2 includes a fixing plate one 201 arranged on one side of the concrete-filled steel tube column body 1, thereby enhancing the bearing capacity of the connection structure and effectively dispersing and sharing the load.
[0033] In one embodiment, for the above-mentioned fixing component 2, the fixing component 2 further includes a fixing plate two 202 arranged at one end of the concrete-filled steel tube column body 1. The middle parts of the fixing plate one 201 and the fixing plate two 202 are connected by a reinforcing plate one 203, the tops of the fixing plate one 201 and the fixing plate two 202 are connected by a reinforcing plate two 204, and the bottoms of the fixing plate one 201 and the fixing plate two 202 are connected by a reinforcing plate three 205, thereby improving the overall seismic performance of the connection structure and maintaining higher stability and reliability.
[0034] In one embodiment, for the above-mentioned adjusting component 6, the adjusting component 6 includes a plurality of groups of limiting grooves one 601 opened at one end of the fixing plate one 201, thereby improving the safety and durability of the overall structure.
[0035] In one embodiment, for the above-mentioned adjusting component 6, the adjusting component 6 further includes a plurality of groups of limiting grooves two 602 opened at one end of the fixing plate two 202. The limiting grooves one 601 and the limiting grooves two 602 are matched by a limiting plate 603, and a limiting hole 604 matching with the cross beam steel bar 5 is opened on one side of the limiting plate 603, thereby realizing the positioning of the cross beam steel bar 5 and reducing the steel bar positioning error caused by manual operation error or construction environment limitation.
[0036] In order to facilitate the understanding of the above technical solutions of the present invention, the working principle or operation method of the present invention in the actual process will be described in detail below.
[0037] In practical applications, the concrete-filled steel tube column body 1 is buried underground. According to construction requirements, the crossbeam steel bars 5 are respectively aligned with the first steel bar hole 3 and the second steel bar hole 4 and inserted. Among them, the first socket sleeve 7 and the second socket sleeve 8 can improve the stability of the crossbeam steel bars 5. After the crossbeam steel bars 5 are inserted, by moving the limit plate 603, the limit plate 603 moves inside the first limit groove 601 and the limit groove 602, so as to position the crossbeam steel bars 5 and enhance the bearing capacity of the crossbeam steel bars 5. After the positioning is completed, a model is built for the concrete pouring of the crossbeam steel bars 5. After the pouring is completed and solidified, the concrete-filled steel tube column body 1 and the reinforced concrete beam are combined to form a complete structure together, and its load-bearing performance is significantly improved.
[0038] In summary, by means of the above technical solutions of the present utility model, by setting the fixing component 2, the bearing capacity of the connection structure can be significantly enhanced, the load can be effectively dispersed and shared, so as to avoid the connection structure from deforming or being damaged due to excessive stress. It not only improves the overall seismic performance of the connection structure, maintains higher stability and reliability, but also makes the connection structure perform more uniformly and reasonably when bearing various loads by optimizing the stress distribution of the joints, further ensuring the stability and safety of the connection structure under complex stress conditions. By setting the adjusting component 6, the positioning of the crossbeam steel bars 5 can be realized, reducing the steel bar positioning error caused by manual operation errors or construction environment limitations, significantly enhancing the overall stability of the connection structure, effectively reducing the local stress concentration phenomenon that may be caused by small deviations in the position of the steel bars, and thus greatly reducing the risk of the structure being damaged and improving the safety and durability of the overall structure. By setting the first socket sleeve 7 and the second socket sleeve 8, a high-strength connection can be provided between the crossbeam steel bars 5 and the concrete-filled steel tube column body 1, not only effectively dispersing the stress concentration at the connection, but also enhancing the stability and reliability of the connection structure when bearing various loads, thereby promoting the improvement of the overall construction quality and the acceleration of the construction efficiency, and further ensuring the safety and durability of the building structure.
[0039] In the present utility model, unless otherwise clearly specified and limited, terms such as "installation", "setting", "connection", "fixation", "swivel connection" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or integrated; 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 internal communication of two components or the interaction relationship between two components. Unless otherwise clearly limited, 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 situations.
[0040] 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 substitutions, 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 connecting structure between a concrete-filled steel tube column and a reinforced concrete beam, comprising a concrete-filled steel tube column body (1), characterized in that, Fixing components (2) are provided around the concrete-filled steel tube column body (1). A number of groups of first steel bar holes (3) are formed on one side of the concrete-filled steel tube column body (1), and a number of groups of second steel bar holes (4) are formed at one end of the concrete-filled steel tube column body (1). Cross beam steel bars (5) are arranged inside both the first steel bar holes (3) and the second steel bar holes (4), and the cross beam steel bars (5) are matched with the fixing components (2) through adjusting components (6).
2. The connecting structure between a concrete-filled steel tube column and a reinforced concrete beam according to claim 1, characterized in that, A first plugging sleeve (7) matched with the first steel bar holes (3) is arranged on one side of the concrete-filled steel tube column body (1), and a second plugging sleeve (8) matched with the second steel bar holes (4) is arranged at one end of the concrete-filled steel tube column body (1).
3. The connecting structure between a concrete-filled steel tube column and a reinforced concrete beam according to claim 1, characterized in that, The first steel bar holes (3) and the second steel bar holes (4) are arranged staggeredly.
4. A connection structure between a concrete-filled steel tube column and a reinforced concrete beam according to claim 1, characterized in that, The fixing component (2) includes a first fixing plate (201) arranged on one side of the concrete-filled steel tube column body (1).
5. The connecting structure between a concrete-filled steel tube column and a reinforced concrete beam according to claim 4, characterized in that, The fixing component (2) further includes a second fixing plate (202) arranged at one end of the concrete-filled steel tube column body (1). The middle parts of the first fixing plate (201) and the second fixing plate (202) are connected through a first reinforcing plate (203), the tops of the first fixing plate (201) and the second fixing plate (202) are connected through a second reinforcing plate (204), and the bottoms of the first fixing plate (201) and the second fixing plate (202) are connected through a third reinforcing plate (205).
6. The connecting structure between a concrete-filled steel tube column and a reinforced concrete beam according to claim 5, characterized in that, The adjusting component (6) includes a number of groups of first limiting grooves (601) formed at one end of the first fixing plate (201).
7. The connecting structure between a concrete-filled steel tube column and a reinforced concrete beam according to claim 6, characterized in that, The adjusting component (6) further includes a number of groups of second limiting grooves (602) formed at one end of the second fixing plate (202). The first limiting grooves (601) and the second limiting grooves (602) are matched through a limiting plate (603), and a limiting hole (604) matched with the cross beam steel bar (5) is formed on one side of the limiting plate (603).