CN217711138U - Energy-consuming suspension support - Google Patents
Energy-consuming suspension support Download PDFInfo
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- CN217711138U CN217711138U CN202221397809.9U CN202221397809U CN217711138U CN 217711138 U CN217711138 U CN 217711138U CN 202221397809 U CN202221397809 U CN 202221397809U CN 217711138 U CN217711138 U CN 217711138U
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- energy
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- metal structure
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- 239000000725 suspension Substances 0.000 title claims description 20
- 239000002184 metal Substances 0.000 claims abstract description 23
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000005265 energy consumption Methods 0.000 abstract description 18
- 230000035939 shock Effects 0.000 abstract description 11
- 238000010521 absorption reaction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 6
- 230000009467 reduction Effects 0.000 abstract description 6
- 238000009413 insulation Methods 0.000 abstract description 5
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 230000006872 improvement Effects 0.000 description 6
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910001209 Low-carbon steel Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an energy consumption suspends support in midair, include: a base; a rigid suspender is arranged between the hanging core and the base, the rigid suspender extends along the vertical direction, and the upper end and the lower end of the rigid suspender are respectively hinged with the hanging core and the base; the energy dissipation metal structure is arranged between the base and the hanging core and provided with a fracture through hole. When the horizontal force is not large, the energy-consuming metal structure provides rigidity before yielding, and the horizontal direction tends to be stable; when the horizontal force is large, the hoisting core can move horizontally along with the rigid hoisting rod, and meanwhile, the energy-consuming metal structure is driven to move and generates yielding deformation to consume earthquake energy. The scheme combines the characteristics of energy dissipation and vibration reduction products and shock insulation products, when the shock absorption and vibration reduction products start to move in the horizontal direction, the horizontal rigidity is small, the horizontal period can be greatly prolonged, and a good shock absorption effect is achieved.
Description
Technical Field
The utility model relates to a building shock insulation technical field, especially an energy dissipation suspends support in midair.
Background
Traditional energy dissipation damping product is mostly attenuator, viscous damping wall etc. and the function is comparatively single.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: an energy-consuming suspension support is provided to solve one or more of the technical problems in the prior art, and to provide at least one of the advantages.
The utility model provides a solution of its technical problem is:
an dissipative suspension mount, comprising:
a base;
a rigid suspender is arranged between the hoisting core and the base, the rigid suspender extends along the up-down direction, and the upper end and the lower end of the rigid suspender are respectively hinged with the hoisting core and the base;
the energy dissipation metal structure is arranged between the base and the hanging core and provided with a fracture through hole.
Through the technical scheme, when the horizontal force is not large, the energy-consuming metal structure provides rigidity before yielding, and the horizontal direction tends to be stable; when the horizontal force is large, the hoisting core can move horizontally along with the rigid hoisting rod, and meanwhile, the energy-consuming metal structure is driven to move and generates yielding deformation to consume earthquake energy. The scheme combines the characteristics of energy dissipation and vibration reduction products and shock insulation products, when the shock absorption and vibration reduction products start to move in the horizontal direction, the horizontal rigidity is small, the horizontal period can be greatly prolonged, and a good shock absorption effect is achieved.
As a further improvement of the above technical solution, the base includes an upper structural member, a lower structural member and a connecting structural member, the upper structural member and the lower structural member are arranged in the vertical direction, the upper structure and the lower structural member are connected by the connecting structural member, the suspension core penetrates through the upper structural member, and the upper end of the rigid suspension rod is fixedly connected with the upper structural member.
As a further improvement of the above technical solution, the lower structural member is provided with a plurality of through grooves.
Through the technical scheme, the lower structural part forms a lattice structure through the through grooves, so that materials can be reduced, and enough strength can be kept.
As a further improvement of the above technical solution, the core includes a connection platform and a main core body, and the connection platform is connected to the energy dissipation metal structure.
As a further improvement of the above technical solution, the main core is provided as a hollow structure.
Through above-mentioned technical scheme, but the reducible material of the main core body of cavity setting reduces this suspension support's whole weight.
As a further improvement of the above technical solution, a plurality of reinforcing ribs are provided between the main core and the connecting platform.
Through above-mentioned technical scheme, the joint strength between main core and the connection platform can be strengthened to a plurality of strengthening ribs.
As a further improvement of the technical scheme, the energy-consuming metal structure is a detachable and replaceable structure.
Through the technical scheme, after the energy consumption metal structure is damaged, the energy consumption metal structure can be detached and replaced by a new energy consumption metal structure.
The utility model has the advantages that: the scheme combines the characteristics of energy dissipation and vibration reduction products and shock insulation products, when the shock absorption and vibration reduction products start to move in the horizontal direction, the horizontal rigidity is small, the horizontal period can be greatly prolonged, and a good shock absorption effect is achieved.
The utility model is used for building shock insulation technical field.
Drawings
In order to more clearly illustrate the technical solution in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below. It is clear that the described figures represent only some embodiments of the invention, not all embodiments, and that a person skilled in the art, without inventive effort, can also derive other designs and figures from them.
Fig. 1 is a schematic diagram of the overall structure of the embodiment of the present invention;
fig. 2 is an overall structural schematic diagram of the energy dissipation metal structure according to the embodiment of the present invention.
In the figure, 100, the base; 110. an upper structural member; 120. a lower structural member; 121. a through groove; 130. connecting the structural members; 200. hanging the core; 210. connecting the platform; 220. a main core body; 230. reinforcing ribs; 300. a power dissipating metal structure; 310. an upper connecting plate; 320. a lower connecting plate; 330. an energy consumption plate; 331. breaking the through hole; 400. a rigid boom.
Detailed Description
The conception, the specific structure, and the technical effects produced by the present invention will be clearly and completely described below in conjunction with the embodiments and the accompanying drawings to fully understand the objects, the features, and the effects of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and other embodiments obtained by those skilled in the art without inventive labor based on the embodiments of the present invention all belong to the protection scope of the present invention. In addition, all the coupling/connection relationships mentioned herein do not mean that the components are directly connected, but mean that a better coupling structure can be formed by adding or reducing coupling accessories according to specific implementation conditions. All technical characteristics in the invention can be interactively combined on the premise of not conflicting with each other.
Referring to fig. 1 and 2, a dissipative suspension bracket comprises a base 100, a suspension core 200 and a dissipative metal structure 300.
The base 100 includes upper and lower structural members 110 and 120 and a connecting structural member 130. The upper structure 110 is disposed above the lower structure 120. The connection structural member 130 is disposed between the upper structural member 110 and the lower structural member 120, the connection structural member 130 has an L-shaped cross section and extends in the vertical direction, and the upper and lower ends of the connection structural member 130 are fixedly connected to the upper structural member 110 and the lower structural member 120, respectively.
The lower structure member 120 is provided with a plurality of through grooves 121, and the plurality of through grooves 121 enable the lower structure member 120 to have a lattice structure, which can reduce materials and maintain sufficient strength, thereby reducing manufacturing costs. The upper structure 110 has an opening penetrating in the vertical direction, and the opening is a square hole (in other embodiments, the opening may also be circular, etc.).
The core 200 includes a coupling platform 210 and a main core 220. The main core body 220 is a hollow structure, and the hollow main core body 220 is beneficial to reducing the overall weight of the energy dissipation suspension support. The main core 220 extends in the up-down direction, the main core 220 passes through the opening of the upper structural member 110, and the size of the main core 220 is smaller than that of the opening, so that the main core 220 has a space capable of moving horizontally. The connecting platform 210 is disposed at the lower end of the main core 220, the connecting platform 210 is fixedly connected to the main core 220, and a projection of the connecting platform 210 on a horizontal plane is much larger than a projection of an outer peripheral edge of the main core 220 on the horizontal plane.
A plurality of reinforcing ribs 230 are arranged between the connecting platform 210 and the main core 220, the plurality of reinforcing ribs 230 are uniformly arranged, and the reinforcing ribs 230 can enhance the connecting strength between the connecting platform 210 and the main core 220.
The base 100 and the core 200 are connected by a rigid suspension rod 400, the rigid suspension rod 400 is a rod-shaped structure extending up and down, and the upper and lower ends of the rigid suspension rod 400 are respectively hinged with the upper structural member 110 and the connecting platform 210. The rigid hanger bar 400 is used to limit the position of the core 200 and the base 100 so that the core 200 can only move horizontally and up and down with a small amplitude.
The energy dissipating metal structure 300 is made entirely of mild steel material. The energy dissipation metal structure 300 is configured as a detachable replacement structure, so that the energy dissipation metal structure 300 can be replaced in time when damaged. The dissipative metal structure 300 includes an upper connection plate 310, a lower connection plate 320, and dissipative plates 330. The upper connection plate 310 and the lower connection plate 320 are fixed to the lower end surface of the connection platform 210 and the upper end surface of the lower structural member 120 by screws, respectively. In this embodiment, the number of the energy consumption plates 330 is three (in other embodiments, the number of the energy consumption plates 330 may be set to other numbers, such as two or four, and the number of the energy consumption plates 330 may be selected according to actual requirements), the three energy consumption plates 330 are arranged along the horizontal direction, and the upper end and the lower end of the energy consumption plates 330 are respectively and fixedly connected to the upper connection plate 310 and the lower connection plate 320. The middle of the energy consumption plate 330 is provided with a fracture through hole 331, the fracture through hole 331 penetrates through the energy consumption plate 330 along the horizontal direction, in this embodiment, the fracture through hole 331 is configured as a square hole, and two opposite corners of the fracture through hole 331 are horizontally arranged. Compared with the circular fracture through hole 331, the square fracture through hole 331 has larger bearing capacity of the circular fracture through hole 331, and the weak position of the square fracture through hole 331 is easier to fracture, which is more beneficial to energy consumption. Through setting up fracture through-hole 331, can make energy consumption board 330 take place the deformation more easily to consume energy to the earthquake of horizontal direction, for not having the energy consumption board 330 of trompil, buckling deformation can take place more easily, through the buckling deformation of energy consumption board 330, makes energy consumption board 330 damage, in order to reach the energy consumption effect. When the energy dissipation plate 330 is damaged, only the original energy dissipation metal structure 300 needs to be removed and replaced with a new energy dissipation metal structure 300.
While the preferred embodiments of the present invention have been described in detail, it will be understood by those skilled in the art that the invention is not limited to the details of the embodiments shown, but is capable of various modifications and substitutions without departing from the spirit of the invention.
Claims (7)
1. An energy-consuming suspension support is characterized in that: the method comprises the following steps:
a base;
a rigid suspender is arranged between the hoisting core and the base, the rigid suspender extends along the up-down direction, and the upper end and the lower end of the rigid suspender are respectively hinged with the hoisting core and the base;
the energy dissipation metal structure is arranged between the base and the hanging core and provided with a fracture through hole.
2. An dissipative suspension mount according to claim 1, wherein: the base includes upper structure spare, lower structure spare and connection structure spare, upper structure spare with lower structure spare is arranged along upper and lower direction, upper structure with lower structure spare passes through connect the knot component connection, the core that hangs passes upper structure spare, the upper end of rigidity jib with upper structure spare fixed connection.
3. An energy dissipating suspension mount according to claim 2 wherein: the lower structural part is provided with a plurality of through grooves.
4. An dissipative suspension mount according to claim 1, wherein: the hanging core comprises a connecting platform and a main core body, and the connecting platform is connected with the energy dissipation metal structure.
5. An dissipative suspension mount according to claim 4, wherein: the main core body is of a hollow structure.
6. An energy dissipating suspension mount according to claim 4 wherein: a plurality of reinforcing ribs are arranged between the main core body and the connecting platform.
7. An dissipative suspension mount according to claim 1, wherein: the energy-consuming metal structure is a detachable and replaceable structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221397809.9U CN217711138U (en) | 2022-06-06 | 2022-06-06 | Energy-consuming suspension support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221397809.9U CN217711138U (en) | 2022-06-06 | 2022-06-06 | Energy-consuming suspension support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217711138U true CN217711138U (en) | 2022-11-01 |
Family
ID=83798455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221397809.9U Expired - Fee Related CN217711138U (en) | 2022-06-06 | 2022-06-06 | Energy-consuming suspension support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217711138U (en) |
-
2022
- 2022-06-06 CN CN202221397809.9U patent/CN217711138U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221101 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |