A shock-absorbing and energy-dissipating structure for building column tops
By designing a column top shock-absorbing energy-dissolving structure with components such as support frames and shock-absorbing bodies, the problem of insufficient wind and earthquake resistance in conical roof structure buildings is solved, and energy-absorbing and shock-absorbing under higher stability and dynamic loads is achieved. The effect simplifies the construction process.
Patent Information
- Application Number
- CN202411282200.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-13
- Publication Date
- 2025-01-10
- Estimated Expiration
- 2044-09-13
AI Technical Summary
Buildings with conical roof structures have shortcomings in wind and earthquake resistance. The existing column roof shock absorption and energy absorption structures have limited energy absorption and shock absorption capabilities, resulting in a reduced stability of the overall structure and it is difficult to improve the earthquake resistance of the building.
A column top shock absorption and energy-dissolving structure including supporting frame, shock absorbing body, inclined support surface and limiting surface is designed. It provides a stable environment through the rectangular distribution and conical structure of the support frame, and combines the shock absorbing body. , elastic tightening body and limit constraint area to enhance the energy dissipation and shock absorption capacity of the structure under dynamic loads.
It improves the wind and earthquake resistance and the stability of the overall structure of the building, enhances the energy dissipation and shock absorption capacity under dynamic loads, simplifies the construction process, and improves the on-site construction efficiency.
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Figure CN118933207B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of building shock absorption, in particular to a shock absorption and energy dissipation structure for building column tops. Background Art
[0002] The top of a building column is the connection point between the column and the superstructure. It is responsible for transferring the load of the superstructure to the column and ultimately to the foundation. In order to improve the seismic performance and stability of the building under dynamic loads (such as earthquakes, strong winds, etc.), a shock-absorbing and energy-dissipating structure is installed at the top of the column.
[0003] At present, the column top shock-absorbing and energy-dissipating structure usually only has energy-dissipating and shock-absorbing parts, such as dampers, set between the column top and the upper structure. Its energy-dissipating and shock-absorbing capacity is limited. In order to ensure the stability of the overall structure, energy-dissipating and shock-absorbing is usually only performed in the vertical or horizontal direction. If the energy-dissipating and shock-absorbing capacity of the structure is to be improved, the stability of the overall structure will be reduced accordingly, especially for buildings with a conical top on the column top. Because the overall stability of the conical top structure is relatively low compared to the flat structure, it is more difficult to improve the energy-dissipating and shock-absorbing capacity of the structure, and correspondingly it is difficult to improve the wind and earthquake resistance of the building. Summary of the invention
[0004] The present invention provides a shock-absorbing and energy-dissipating structure for the top of a building column, so as to solve the problem of low wind and earthquake resistance of buildings with conical top structures in the related art.
[0005] The present invention provides a shock-absorbing and energy-dissipating structure for the top of a building column, the shock-absorbing and energy-dissipating structure for the top of a building column comprises a central top fixedly connected to a supporting frame; the supporting frame is a triangular structure, the supporting frame is rectangularly distributed, and the supporting frame and the central top together constitute an upper base of a cone-shaped structure, the upper base provides a stable installation environment for the installation of the cone top surface; a shock-absorbing body connected between the central top and a column, the column and the shock-absorbing body are rectangularly distributed, and the shock-absorbing bodies are respectively located between adjacent supporting frames; an intermediate connecting body arranged at the top of the column, the intermediate connecting body comprises a first connecting body provided with an inclined supporting surface and a second connecting body provided with an inclined limiting surface, elastic pressing bodies are arranged on the inclined supporting surface and the inclined limiting surface, the inclined supporting surface provides limiting support for the supporting frame from the inside, the inclined limiting surface limits the supporting frame from the outside and the side, and the inclined limiting surface and the inclined supporting surface together constitute a limiting constraint area, the limiting constraint area corresponds one-to-one to the corner point below the supporting frame and constrains the range of movement of the supporting frame from three directions: horizontal, longitudinal and vertical.
[0006] In one possible implementation, a reinforcement body is provided between adjacent support frames, a vertical connector is fixedly connected to the reinforcement body, and plug interfaces corresponding to the vertical connector are provided on each support frame, and the second connector limits the reinforcement body from above.
[0007] In one possible implementation, the upper base is a prefabricated part. During the construction process, the first connector is first installed on each column, and then the prefabricated part is placed. Thereafter, the vertical connector on the reinforcement body is inserted into the corresponding plug port, and finally, the second connector is fixedly connected to the corresponding first connector in sequence.
[0008] In a possible implementation, an elastic member is sleeved on the vertical connector, and the elastic member is located between the reinforcement body and the support frame.
[0009] In a possible implementation, the shock absorbing body includes a connecting seat and a damper, one end of the damper is hinged to the center top, and the other end is fixedly connected to the connecting seat, and the connecting seat is hinged to the first connecting body.
[0010] The above one or more technical solutions in the embodiments of the present invention have at least one of the following technical effects:
[0011] 1. According to an embodiment of the present invention, a shock-absorbing and energy-dissipating structure for a building column top is provided. A support frame and a central top are combined to form an upper base and reinforced with a reinforcement body, so that the upper base has a high degree of stability, providing a stable installation environment for the conical top surface. At the same time, through the cooperation of the shock-absorbing body, the elastic abutting body and the limiting constraint area, on the one hand, the stability of the upper base is ensured under normal conditions, and on the other hand, the ability of the overall structure to dissipate energy and reduce shock under dynamic loads is improved, thereby effectively improving the wind and earthquake resistance of the building.
[0012] 2. According to an embodiment of the present invention, a shock-absorbing and energy-dissipating structure for the top of a building column is provided. The reinforcement body connects adjacent supporting frames together through vertical connectors to further improve the stability of the upper base. At the same time, an elastic member is arranged between the reinforcement body and the supporting frame, and the reinforcement body is limited by a second connector, thereby increasing the vertical energy dissipation and shock-absorbing capacity of the overall structure and the on-site construction efficiency.
[0013] 3. According to an embodiment of the present invention, a shock-absorbing and energy-dissipating structure for the top of a building column is provided. The upper base is a prefabricated component, and during on-site construction, it is only necessary to install the first connector first, then place the upper base, then plug in the vertical connector, and finally install the second connector. The overall structure not only has high stability and energy dissipation and shock-absorbing capabilities under dynamic loads, but is also easy to install, effectively improving the efficiency of on-site construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 The present invention is a schematic diagram of the overall structure of a shock-absorbing and energy-dissipating structure for a building column top provided in an embodiment of the present invention.
[0015] Figure 2 yes Figure 1 Enlarged view of point A in the middle.
[0016] Figure 3 It is a schematic diagram of the installation process of the second connector.
[0017] Figure 4 It is a partial cross-sectional structural schematic diagram of a second connection diagram of a shock-absorbing and energy-dissipating structure for a building column top provided by an embodiment of the present invention.
[0018] Figure 5 yes Figure 4 Enlarged view of point B in the middle.
[0019] In the figure: 1. Support frame; 2. Center top; 3. Shock absorber; 31. Connecting seat; 32. Damper; 4. Column; 5. Intermediate connector; 51. Inclined supporting surface; 52. First connector; 53. Inclined limiting surface; 54. Second connector; 55. Elastic pressing body; 6. Reinforcement body; 7. Vertical connector; 8. Plug interface; 9. Elastic member. DETAILED DESCRIPTION
[0020] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific embodiments of the present invention are described in detail below in conjunction with the accompanying drawings. In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention can be implemented in many other ways different from those described below, and those skilled in the art can make similar improvements without violating the connotation of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.
[0021] See also Figure 1 and Figure 2 A shock-absorbing and energy-dissipating structure for the top of a building column comprises a central top 2 fixedly connected to a supporting frame 1, a shock-absorbing body 3 connected between the central top 2 and a column 4, and an intermediate connector 5 arranged at the top of the column 4. The supporting frame 1 is a triangular structure, and the supporting frame 1 is distributed in a rectangular shape, such as Figure 1 As shown, a total of four support frames 1 in front, back, left and right and a central top 2 together constitute an upper base of a cone-shaped structure, the top wall is installed on the upper base to form a cone-shaped roof and the roof as a whole has high stability, the columns 4 and the shock absorbers 3 are distributed in a rectangular shape, and the shock absorbers 3 are respectively located between adjacent support frames 1, as shown in FIG. Figure 1 As shown, the shock absorbing body 3 connects the upper base and the column 4 at four corner points, which can effectively reduce or eliminate the force transmission between the upper base and the column 4, and improve the shock absorption and energy dissipation capacity of the building.
[0022] See also Figure 1 , Figure 2 and Figure 3The intermediate connecting body 5 includes a first connecting body 52 provided with an inclined support surface 51 and a second connecting body 54 provided with an inclined limiting surface 53. The first connecting body 52 is fixedly connected to the column 4, and the second connecting body 54 is fixedly connected to the first connecting body 52 through a fastener. The inclined support surface 51 and the inclined limiting surface 53 are both provided with an elastic pressing body 55. The inclined support surface 51 provides limiting support for the support frame 1 from the inside, such as Figure 2 As shown, each first connector 52 is provided with two inclined support surfaces 51, and supports and limits two adjacent inclined support frames 1 from the inside, and each first connector 52 is provided with four inclined limiting surfaces 53, and the four inclined limiting surfaces 53 limit the support frame 1 from the outside and the side edges opposite to the adjacent inclined support frames 1, and the inclined limiting surfaces 53 and the inclined support surfaces 51 together constitute a limiting constraint area, and the limiting constraint area corresponds to the corner point below the support frame 1 one by one, as shown in FIG. Figure 1 As shown, the limiting constraint areas at the two corner points below the support frame 1 constrain the range of movement of the support frame 1 in three directions: horizontally, longitudinally and vertically. Under normal conditions, the elastic abutment 55 combines with the limiting constraint area to firmly limit the support frame 1, so that the upper base is in a stable state. Under dynamic loads, the combination of the elastic abutment 55, the limiting constraint area and the shock absorbing body 3 forms an efficient shock absorbing system between the upper base and the column 4, which effectively increases the energy dissipation and shock absorbing capability of the overall structure. The elastic abutment 55 can be a rubber block.
[0023] See also Figure 1 , Figure 2 , Figure 2 and Figure 5 A reinforcing body 6 is arranged between adjacent supporting frames 1, a vertical plug-in connector 7 is fixedly connected to the reinforcing body 6, and a plug-in interface 8 corresponding to the vertical plug-in connector 7 is arranged on each supporting frame 1. The second connecting body 54 limits the reinforcing body 6 from above. Figure 4 and Figure 5 As shown, two vertical connectors 7 are provided on a reinforcement body 6, and plug-in interfaces 8 are respectively opened on adjacent support frames 1. The plug-in interfaces 8 correspond to the vertical connectors 7 one by one, and the vertical connectors 7 are vertically plugged into the corresponding plug-in interfaces 8 and the two adjacent support frames 1 are connected together through the reinforcement body 6, thereby improving the stability of the entire structure of the upper base, and limiting the reinforcement body 6 from above through the second connecting body 54, thereby improving the stability of the position state of the reinforcement body 6 without the need for additional fasteners.
[0024] See also Figure 1 , Figure 2 , Figure 4 and Figure 5The upper base is a prefabricated part. During the construction process, it is only necessary to first install the first connector 52 on each column 4, and then place the prefabricated parts so that the inclined support surface 51 supports and limits the corresponding support frame 1 from the inside, and then insert the vertical connector 7 on the reinforcement body 6 into the corresponding plug interface 8 to improve the stability of the overall structure of the upper base. Finally, the second connector 54 is fixedly connected to the corresponding first connector 52 by fasteners. The overall structure not only has high stability and energy dissipation and shock absorption capabilities under dynamic loads, but also is easy to install, which effectively improves the efficiency of on-site construction.
[0025] See also Figure 4 and Figure 5 , an elastic member 9 is sleeved on the vertical connector 7, and the elastic member 9 is located between the reinforcement body 6 and the support frame 1, such as Figure 5 As shown, the elastic member 9 is an elastic gasket, which not only improves the stability of the overall structure of the upper base, but also further increases the energy dissipation and shock absorption capabilities of the overall structure in the vertical direction. The elastic member 9 is an elastic gasket.
[0026] See also Figure 1 The shock absorbing body 3 includes a connecting seat 31 and a damper 32. One end of the damper 32 is ball-jointed with the center top 2, and the other end is fixedly connected to the connecting seat 31. The connecting seat 31 is ball-jointed with the first connecting body 52, which fully improves the energy dissipation and shock absorption capabilities of the shock absorbing body 3 in the lateral, longitudinal and vertical directions.
[0027] In the embodiments of the present invention, unless otherwise clearly specified and limited, the first feature being "above" or "below" the second feature may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature being "above", "above" and "above" the second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. The first feature being "below", "below" and "below" the second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.
[0028] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "connect", "install", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, an integral connection, or a sliding connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0029] The embodiments of this specific implementation method are all preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Therefore, all equivalent changes made based on the structure, shape, and principle of the present invention should be included in the protection scope of the present invention.
Claims
1. A shock-absorbing and energy-dissipating structure for the top of a building column, characterized in that: It comprises a central top (2) fixedly connected to a support frame (1); the support frame (1) is a triangular structure, the support frame (1) is distributed in a rectangular shape, and the support frame (1) and the central top (2) together form an upper base of a cone-shaped structure, and the upper base provides a stable installation environment for the installation of the top wall; A shock absorbing body (3) connected between the central top (2) and the upright column (4), the upright column (4) and the shock absorbing body (3) are both distributed in a rectangular shape, and the shock absorbing body (3) is respectively located between adjacent supporting frames (1); An intermediate connecting body (5) is arranged at the top end of the column (4), the intermediate connecting body (5) comprising a first connecting body (52) provided with an inclined support surface (51) and a second connecting body (54) provided with an inclined limiting surface (53), elastic pressing bodies (55) are arranged on the inclined support surface (51) and the inclined limiting surface (53), the inclined support surface (51) provides limiting support for the supporting frame (1) from the inside, and the inclined limiting surface (53) limits the supporting frame (1) from the outside and the side; The inclined limiting surface (53) and the inclined supporting surface (51) together form a limiting constraint area, which corresponds one-to-one to the corner point below the supporting frame (1) and constrains the range of movement of the supporting frame (1) in three directions: horizontally, longitudinally and vertically.
2. A shock-absorbing and energy-dissipating structure for a building column top according to claim 1, characterized in that: A reinforcement body (6) is arranged between adjacent support frames (1), a vertical plug-in connector (7) is fixedly connected to the reinforcement body (6), and a plug-in interface (8) corresponding to the vertical plug-in connector (7) is arranged on each support frame (1), and a second connector (54) limits the position of the reinforcement body (6) from above.
3. A shock-absorbing and energy-dissipating structure for a building column top according to claim 2, characterized in that: The upper base is a prefabricated part. During the construction process, the first connector (52) is first installed on each column (4), and then the prefabricated part is placed. Thereafter, the vertical connector (7) on the reinforcement body (6) is inserted into the corresponding plug interface (8), and finally, the second connector (54) is fixedly connected to the corresponding first connector (52) in sequence.
4. A shock-absorbing and energy-dissipating structure for a building column top according to claim 2 or 3, characterized in that: An elastic member (9) is sleeved on the vertical plug-in member (7), and the elastic member (9) is located between the reinforcement body (6) and the support frame (1).
5. The shock-absorbing and energy-dissipating structure for the top of a building column according to claim 1, characterized in that: The shock absorbing body (3) comprises a connecting seat (31) and a damper (32); one end of the damper (32) is hinged to the center top (2), and the other end is fixedly connected to the connecting seat (31); the connecting seat (31) is hinged to the first connecting body (52).
Citation Information
Patent Citations
Steel structure office building with good damping effect
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