Multi-cavity energy dissipation supporting structure for super high-rise building

Abstract

The utility model provides a multi-cavity energy dissipation support structure for super high-rise buildings, which comprises an energy dissipation support component, the energy dissipation support component comprises a support beam, cavity partition plates, reinforcing ribs, a fixing plate, a mounting plate, a support partition plate, a top plate and an energy dissipation pad, the cavity partition plates are fixedly mounted in an inner cavity of the support beam, and the reinforcing ribs are arranged in the cavity partition plates. The reinforcing ribs are located in an inner cavity of the supporting beam, the fixing plates are fixedly installed on the peripheries of the reinforcing ribs, the installing plate is fixedly installed on the top of the supporting beam, and the supporting partition plates are fixedly installed on the top of the installing plate. And meanwhile, the mounting plate, the supporting partition plate and the top plate are matched with one another to form a cavity, an energy dissipation pad is mounted in the cavity, kinetic energy consumption when the top plate is pressed down is achieved through the damping characteristic of the energy dissipation pad, and the stability of building supporting is achieved.

Description

Technical Field

[0001] This utility model relates to a multi-cavity energy-dissipating support structure for super high-rise buildings, belonging to the field of support structure technology. Background Technology

[0002] Supertall buildings refer to buildings with more than 40 floors and a height of more than 100 meters. When the building height exceeds 100 meters, regardless of whether it is a residential or public building, it is considered a supertall building. According to the new standards of the International Council on Tall Buildings and Structures, buildings over 300 meters are considered supertall buildings.

[0003] Chinese Patent Publication No. (CN 215441416 U) discloses a steel structure support beam, including a support beam body. The top of the support beam body is provided with a spring plate. One end of the spring plate is provided with a pressure part for fixing to the top surface of the support beam body by bolts. The other end of the spring plate is provided with a protruding part extending along the length direction of the support beam body. The protruding part is located above the support beam body, and a gap is left between the bottom surface of the protruding part and the top surface of the support beam body. Several springs are provided on the top surface of the support beam body along its length direction. After the bolts are used to install the support tube on the support beam body, the support tube will form a pressure-reducing structure with the connection part of the upper surface of the support beam body. This allows the support beam body with the support tube installed on the top of the steel structure to be buffered by the buffer structure even if vibrations are caused by natural causes, such as earthquakes. This can prevent the support tube or the support beam body from deforming due to swaying when the support tube is carrying a load, thus maximizing the rationality of the steel structure design.

[0004] The aforementioned device mainly relies on springs for energy consumption, but the springs themselves have poor support effect. Therefore, it cannot provide stable support for the warped part at the top of the support beam and the parts that need support. At the same time, the stability of the vertical plate inside the support beam is poor, making it impossible to provide stable reinforcement support for the inner cavity of the support beam, which is inconvenient for operators to use.

[0005] To address this, a multi-cavity energy-dissipating support structure for super high-rise buildings is proposed. Utility Model Content

[0006] In view of this, the present invention provides a multi-cavity energy-dissipating support structure for super high-rise buildings to solve or alleviate the technical problems existing in the prior art, and at least provides a beneficial option.

[0007] The technical solution of this utility model is implemented as follows: A multi-cavity energy-dissipating support structure for super high-rise buildings includes an energy-dissipating support assembly. The energy-dissipating support assembly includes a support beam, cavity partitions, reinforcing ribs, fixing plates, mounting plates, support partitions, a top plate, and an energy-dissipating pad. The cavity partitions are all fixedly installed in the inner cavity of the support beam. The reinforcing ribs are all located in the inner cavity of the support beam. The fixing plates are all fixedly installed around the reinforcing ribs. The mounting plates are fixedly installed on the top of the support beam. The support partitions are all fixedly installed on the top of the mounting plates. The top plate is fixedly installed on the top of the support partitions. The energy-dissipating pads are all fixedly installed on the inner side of the support partitions.

[0008] More preferably, the top plates are of the same size and are arranged at equal intervals.

[0009] More preferably, the energy-dissipating pads are all the same size, and the material of the energy-dissipating pads is rubber.

[0010] More preferably, the support beam, mounting plate, and top plate are all in the same vertical direction, and the lengths of the support beam, mounting plate, and top plate are all consistent with each other.

[0011] More preferably, the materials of the support beam, mounting plate, support partition, and top plate are all the same, and the materials of the support beam, mounting plate, support partition, and top plate are all steel.

[0012] More preferably, the reinforcing rib is L-shaped, and the outer side of the reinforcing rib is attached to the inner wall of the supporting beam.

[0013] More preferably, each of the reinforcing ribs has a mounting gasket fixedly installed on its inner side, and the inner side of the mounting gasket is threaded with a mounting bolt, and the outer side of the mounting bolt is threaded to the inner surface of the support beam.

[0014] The present invention has the following advantages due to the adoption of the above technical solution:

[0015] I. This utility model improves the overall load-bearing capacity and pressure resistance of the equipment by setting up an energy-dissipating support component and supporting the inner cavity of the energy-dissipating support component with reinforcing ribs and fixing plates. At the same time, the mounting plate, support partition and top plate cooperate to form a cavity, and an energy-dissipating pad is installed inside the cavity. Through the damping characteristics of the energy-dissipating pad, the kinetic energy is consumed when the top plate is pressed down, thus realizing the stability of the building support.

[0016] Second, by setting mounting bolts, this utility model can achieve quick assembly and disassembly of the fixing plate and reinforcing ribs, improving the convenience and efficiency of equipment assembly.

[0017] The above overview is for illustrative purposes only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments, and features described above, further aspects, embodiments, and features of the present invention will become readily apparent from the accompanying drawings and the following detailed description. Attached Figure Description

[0018] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0019] Figure 1 This is a three-dimensional front view structural diagram of the present invention;

[0020] Figure 2 This is a schematic diagram of the disassembly structure of the energy-consuming pad of this utility model;

[0021] Figure 3 This is a schematic diagram of the reinforcing rib structure of this utility model;

[0022] Figure 4 This is a schematic diagram of the cavity partition structure of this utility model;

[0023] Figure 5 For the present utility model Figure 4 Enlarged structural diagram at point A;

[0024] Figure 6 This is a schematic diagram of the cross-sectional structure of this utility model.

[0025] Reference numerals: 1. Energy dissipation support assembly; 101. Support beam; 102. Cavity partition; 103. Reinforcing rib; 104. Fixing plate; 105. Mounting plate; 106. Support partition; 107. Top plate; 108. Energy dissipation pad; 109. Mounting gasket; 110. Mounting bolt. Detailed Implementation

[0026] In the following description, only certain exemplary embodiments are briefly described. As those skilled in the art will recognize, the described embodiments can be modified in various ways without departing from the spirit or scope of this invention. Therefore, the drawings and description are considered exemplary in nature and not restrictive.

[0027] The embodiments of this utility model will now be described in detail with reference to the accompanying drawings.

[0028] Example 1

[0029] like Figure 1-6 As shown, this utility model embodiment provides a multi-cavity energy-dissipating support structure for super high-rise buildings, including an energy-dissipating support assembly 1. The energy-dissipating support assembly 1 includes a support beam 101, cavity partitions 102, reinforcing ribs 103, fixing plates 104, mounting plates 105, support partitions 106, a top plate 107, and an energy-dissipating pad 108. The cavity partitions 102 are all fixedly installed in the inner cavity of the support beam 101, the reinforcing ribs 103 are all located in the inner cavity of the support beam 101, the fixing plates 104 are all fixedly installed around the reinforcing ribs 103, the mounting plates 105 are fixedly installed on the top of the support beam 101, the support partitions 106 are all fixedly installed on the top of the mounting plates 105, and the top plate 107 is fixedly installed on the top of the support partitions 106. All energy-dissipating pads 108 are fixedly installed on the inner side of the supporting partition 106. The top plates 107 are all the same size and are arranged at equal intervals. The energy-dissipating pads 108 are all the same size and are made of rubber. The supporting beams 101, mounting plates 105 and top plates 107 are all in the same vertical direction. The lengths of the supporting beams 101, mounting plates 105 and top plates 107 are all the same. The materials of the supporting beams 101, mounting plates 105, supporting partitions 106 and top plates 107 are all the same. The materials of the supporting beams 101, mounting plates 105, supporting partitions 106 and top plates 107 are all steel. The reinforcing ribs 103 are L-shaped and their outer sides are attached to the inner wall of the supporting beams 101.

[0030] By setting up the energy dissipation support component 1, the inner cavity of the energy dissipation support component 1 is supported by the reinforcing rib 103 and the fixing plate 104, which improves the overall load effect and pressure capacity of the equipment. At the same time, the mounting plate 105, the support partition 106 and the top plate 107 cooperate to form a cavity, and an energy dissipation pad 108 is installed inside the cavity. Through the damping characteristics of the energy dissipation pad 108, the kinetic energy is dissipated when the top plate 107 is pressed down, thus achieving the stability of the building support.

[0031] Example 2

[0032] like Figure 3 and Figure 5 As shown, in one embodiment, mounting shims 109 are fixedly installed on the inner side of each reinforcing rib 103, and mounting bolts 110 are threadedly connected to the inner side of the mounting shims 109. The outer side of the mounting bolts 110 is threadedly connected to the inner surface of the support beam 101.

[0033] By setting the mounting bolts 110, the fixing plate 104 and the reinforcing rib 103 can be quickly disassembled and assembled, improving the convenience and efficiency of equipment assembly.

[0034] When this utility model is in operation: when the force borne by the top plate 107 suddenly increases due to an earthquake, the top plate 107 deforms. At this time, the energy dissipation pad 108 is compressed and deforms synchronously. However, due to the damping characteristics of the energy dissipation pad 108 itself, it dissipates the energy of the downward force of the top plate 107. At the same time, the reinforcing rib 103 supports the fixing plate 104, so that the fixing plate 104 supports the four corners of the inner cavity of the support beam 101 synchronously, effectively avoiding the situation where the support beam 101 as a whole undergoes a large deformation due to the impact of an earthquake.

[0035] The above description is merely a specific embodiment of this utility model, but the protection scope of this utility model is not limited thereto. Any person skilled in the art can easily conceive of various variations or substitutions within the technical scope disclosed in this utility model, and these should all be included within the protection scope of this utility model. Therefore, the protection scope of this utility model should be determined by the protection scope of the claims.

Claims

1. A multi-cavity energy dissipation bracing structure for super high-rise buildings comprising energy dissipation bracing assemblies (1), characterized in that, The energy dissipation support assembly (1) comprises a support beam (101), cavity partitions (102), reinforcing ribs (103), fixing plates (104), mounting plates (105), support partitions (106), top plates (107) and energy dissipation pads (108), the cavity partitions (102) are fixedly installed in the inner cavities of the support beam (101), the reinforcing ribs (103) are located in the inner cavities of the support beam (101), the fixing plates (104) are fixedly installed around the reinforcing ribs (103), the mounting plates (105) are fixedly installed on the top of the support beam (101), the support partitions (106) are fixedly installed on the top of the mounting plates (105), the top plates (107) are fixedly installed on the top of the support partitions (106), and the energy dissipation pads (108) are fixedly installed on the inner sides of the support partitions (106).

2. The multi-cavity energy dissipation brace structure for super high-rise buildings according to claim 1, wherein: The top plates (107) are of the same size and are arranged at equal intervals.

3. The multi-cavity energy dissipation brace structure for super high-rise buildings according to claim 1, wherein: The energy dissipation pads (108) are of the same size and are made of rubber.

4. The multi-cavity energy dissipation brace structure for super high-rise buildings according to claim 1, wherein: The support beam (101), the mounting plate (105) and the top plate (107) are in the same vertical direction, and the length of the support beam (101), the mounting plate (105) and the top plate (107) are the same.

5. The multi-cavity energy dissipation brace structure for super high-rise buildings according to claim 1, wherein: The support beam (101), the mounting plate (105), the support partition (106) and the top plate (107) are made of steel.

6. The multi-cavity energy dissipation brace structure for super high-rise buildings according to claim 1, wherein: The reinforcing rib (103) is L-shaped, and the outer side of the reinforcing rib (103) is attached to the inner wall of the support beam (101).

7. The multi-cavity energy dissipation brace structure for super high-rise buildings according to claim 1, wherein: The inner side of the reinforcing rib (103) is fixedly installed with a mounting gasket (109), the inner side of the mounting gasket (109) is threadedly connected with a mounting bolt (110), and the outer side of the mounting bolt (110) is threadedly connected to the inner surface of the support beam (101).

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