CN221798717U - Vibration reduction type building main body connecting structure - Google Patents
Vibration reduction type building main body connecting structure Download PDFInfo
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- CN221798717U CN221798717U CN202420106612.8U CN202420106612U CN221798717U CN 221798717 U CN221798717 U CN 221798717U CN 202420106612 U CN202420106612 U CN 202420106612U CN 221798717 U CN221798717 U CN 221798717U
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Abstract
本实用新型属于建筑连接技术领域，尤其涉及一种减振式建筑主体连接结构，所述减振式建筑主体连接结构包括：支撑柱；以及与所述支撑柱连接的缓冲组件，用于对支撑柱进行缓冲；所述缓冲组件包括：通过螺栓与所述支撑柱连接的多组横梁；所述横梁的下方固定连接有连接片；以及通过螺栓与所述连接片连接的屈曲约束支撑；其中一组横梁的下方设有弹簧垫；所述弹簧垫的下方一侧设有弹簧支座；所述支撑柱上开有卡槽，所述横梁卡接在卡槽内。本实用新型通过设置支撑组件，可对建筑进行支撑，进一步提高建筑的稳定性，在本实施例中，通过将缓冲组件和支撑组件结合，实现了对建筑主体结构的减振缓冲，使得建筑的稳定性高，安全性强，更加适宜推广使用。
The utility model belongs to the technical field of building connection, and particularly relates to a vibration-damping building main body connection structure, the vibration-damping building main body connection structure comprising: a support column; and a buffer assembly connected to the support column, used to buffer the support column; the buffer assembly comprises: a plurality of groups of beams connected to the support column by bolts; a connecting piece fixedly connected to the bottom of the beam; and a buckling restraint support connected to the connecting piece by bolts; a spring pad is provided under one group of beams; a spring support is provided on one side below the spring pad; a slot is provided on the support column, and the beam is clamped in the slot. The utility model can support the building by setting a support assembly, and further improve the stability of the building. In this embodiment, by combining the buffer assembly and the support assembly, vibration damping of the building main structure is achieved, so that the building has high stability, strong safety, and is more suitable for popularization and use.
Description
Technical Field
The utility model belongs to the technical field of building connection, and particularly relates to a vibration reduction type building main body connection structure.
Background
Compared with the traditional concrete building, the steel structure building has the advantages that steel plates or section steel are used for replacing reinforced concrete, so that the strength is higher, and the shock resistance is better; the components can be manufactured in a factory and installed on site, so that the construction period is greatly reduced; because the steel can be reused, the construction waste can be greatly reduced, and the method is more environment-friendly, is widely adopted by countries around the world, and is applied to industrial buildings and civil buildings.
The building vibration damping technology is one technological means of reducing the damage and casualties caused by ground vibration to building and through specific structural design and material application, and is based on the principle of reducing the influence of ground vibration to building through reducing or isolating the contact between building and ground to reduce the energy transferred to building. One common vibration damping technique is to use a shock absorber, which is a device capable of absorbing and dissipating vibration, and is generally composed of a spring and a damper, wherein the spring absorbs energy generated by the vibration of the ground when the ground vibrates, and the damper dissipates the energy through friction or viscosity of liquid, so that the influence of the vibration of the ground on a building is reduced.
The existing building main body connecting structure has poor buffering effect, and when the outside or the ground generates severe vibration, the building is easy to buffer, even the main body is damaged, and the safety of the building is greatly influenced.
From the above, the existing main body connection structure of the building cannot buffer the building, has poor stability and is not suitable for popularization and use.
Disclosure of utility model
An object of an embodiment of the present utility model is to provide a vibration-damping type building body connection structure, which includes:
a support column; the buffer component is connected with the support column and used for buffering the support column;
The cushioning assembly includes:
A plurality of groups of cross beams connected with the support columns through bolts;
a connecting sheet is fixedly connected below the cross beam; the buckling restrained brace is connected with the connecting piece through a bolt;
A spring pad is arranged below one group of cross beams;
and a spring support is arranged on one side below the spring pad.
Further, a clamping groove is formed in the supporting column, and the cross beam is clamped in the clamping groove.
Furthermore, the number of the buckling restrained braces is two, and the buckling restrained braces of the two groups are symmetrically distributed on two sides of the connecting sheet.
Further, the vibration reduction type building main body connecting structure further comprises:
And the supporting component is connected with the supporting rod and used for supporting the cross beam.
Further, the support assembly includes:
and one end of the support hanger is connected with the cross beam, and the other end of the support hanger is connected with the support column.
According to the vibration reduction type building main body connecting structure, the buffer component is arranged, so that the beam can be buffered, the stability of the building main body structure is improved, the support component is arranged, the building can be supported, and the stability of the building is further improved.
Drawings
Fig. 1 is a schematic structural diagram of a vibration damping type connection structure for a main body of a building according to an embodiment of the present utility model;
Fig. 2 is a schematic structural diagram of a buffer assembly in a connection structure of a vibration damping building main body according to an embodiment of the present utility model;
Fig. 3 is a schematic connection diagram of a connecting piece and a buckling restrained brace in a vibration-damping building main body connecting structure according to an embodiment of the present utility model;
fig. 4 is a schematic structural diagram of a support assembly in a vibration damping type building main body connection structure according to an embodiment of the present utility model.
In the accompanying drawings: 1. a support column; 2. a buffer assembly; 201. a cross beam; 202. a connecting sheet; 203. buckling restrained brace; 204. a spring pad; 205. a spring support; 206. a clamping groove; 3. a support assembly; 301. and a supporting and hanging frame.
Detailed Description
The present utility model will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Specific implementations of the utility model are described in detail below in connection with specific embodiments.
Referring to fig. 1, fig. 2 and fig. 3, a vibration damping type building main body connection structure provided in an embodiment of the present utility model includes:
a support column 1; the buffer component 2 is connected with the support column 1 and is used for buffering the support column 1;
The cushioning assembly 2 includes:
A plurality of groups of cross beams 201 connected with the support columns 1 through bolts;
A connecting sheet 202 is fixedly connected below the cross beam 201; and a buckling restrained brace 203 connected to the connecting piece 202 by bolts;
A spring pad 204 is arranged below one group of crossbeams 201;
A spring support 205 is arranged on one side below the spring pad 204.
In the embodiment of the present utility model, the size and shape of the support column 1 are not limited, the size of the support column 1 should be determined according to the size of the buffer assembly 2 at one side thereof, the shape of the support column 1 is not limited, and the support column 1 may be rod-shaped, column-shaped, or other desired shape, wherein the support column 1 and the beam 201 are all commonly used building structures in the market, the support column 1 is installed on the ground through concrete pouring, and the beam 201 can be buffered by providing the buffer assembly 2, so that the stability of the building main structure is improved. The spring damping of the spring pad 204 and the spring support 205 is larger, when the beam 201 vibrates, the beam 201 can be supported and buffered, and when the ground is calm and has no vibration, the spring pad 204 and the spring support 205 can not shake, so that the stability of support is ensured during calm.
In this embodiment, the support column 1 is connected with a beam 201 through a bolt, a connecting sheet 202 is fixedly connected with the lower part of the beam 201, a buckling restrained brace 203 is connected with the connecting sheet 202 through a bolt, a spring pad 204 is connected with the lower part of the beam 201, a spring support 205 is connected with the lower part of the spring pad 204, and the spring support 205 is arranged on the ground.
In actual use, when vibration occurs in the outside or the ground, the vibration is transmitted to the support column 1, the vibration on the support column 1 is transmitted to the cross beam 201 after being damped by the connecting sheet 202 and the buckling restrained brace 203, and when the cross beam 201 vibrates, the spring pad 204 is contracted and is matched with the spring support 205 to buffer the cross beam 201.
In this embodiment, external vibration is transmitted to the beam 201 through the support column 1 after being attenuated by the connecting sheet 202 and the buckling restrained brace 203, and the spring pad 204 and the spring support 205 can support and buffer the beam 201, so that stability of the beam 201 is improved.
In an embodiment of the present utility model, referring to fig. 2 and 3, the supporting column 1 is provided with a slot 206, and the cross beam 201 is clamped in the slot 206.
In this embodiment, the support column 1 is provided with the clamping groove 206, the cross beam 201 is clamped in the clamping groove 206, after the support column 1 is poured on the ground in the initial stage of the building, the cross beam 201 is inserted into the clamping groove 206, then the bolts are inserted from the support column 1 to fix the cross beam 201, the plurality of groups of support columns 1 and the cross beam 201 are installed, the assembly of the main structure of the building frame is completed, the cross beam 201 can be just inserted into the clamping groove 206, the clamping groove 206 is not too large or too small, after the clamping groove 206 is too large, the cross beam 201 is not convenient to fix after the cross beam 201 is inserted, the cross beam 201 is not tightly connected, the cross beam 201 can shake, and if the clamping groove 201 is too small, the cross beam 201 cannot be inserted into the clamping groove 206.
In one embodiment of the present utility model, referring to fig. 2 and 3, the number of buckling restrained braces 203 is two, and the buckling restrained braces 203 are symmetrically distributed on two sides of the connecting piece 202.
In this embodiment, the number of buckling restrained braces 203 is two, and by setting the two sets of buckling restrained braces 203, the stability of the cross beam 201 can be further improved, so that the stability of the main structure of the building is also better, wherein the buckling restrained braces are commonly used supporting devices in the building structure, the buckling restrained braces not only can overcome the defect that the common steel brace is compressed and easy to buckle, but also can provide effective lateral rigidity, and have good hysteresis energy dissipation performance. Can be used as a fuse in the structure, and comprehensively improves the vibration resistance of the traditional support frame in vibration.
In one embodiment of the present utility model, referring to fig. 1, the vibration reduction type building body connection structure further includes:
And a supporting assembly 3 connected with the supporting rod for supporting the cross beam 201.
In the embodiment of the utility model, the beam 201 can be supported through the arrangement of the supporting component 3, so that the stability of the beam 201 is higher, the structural strength of a building is higher, the building can be supported through the arrangement of the supporting component 3, the stability of the building is further improved, and the damping and buffering of the main structure of the building are realized through the combination of the buffering component 2 and the supporting component 3, so that the stability of the building is high, the safety is high, and the building is more suitable for popularization and use.
In one embodiment of the present utility model, referring to fig. 4, the support assembly 3 includes:
And a support hanger 301, wherein one end of the support hanger 301 is connected with the cross beam 201, and the other end is connected with the support column 1.
In this embodiment, a supporting hanger 301 is connected above the beam 201, the other end of the supporting hanger 301 is connected with the supporting column 1, the beam 201 can be supported by the setting of the supporting hanger 301, the middle pressure of the beam 201 is reduced, the stability of the beam 201 is improved, the number of the supporting hangers 301 is multiple, the beam 201 is respectively supported by the setting of multiple groups of supporting hangers 301, and the structural strength of the beam 201 and a building is improved.
In actual use, when vibration occurs in the outside or the ground, the vibration is transmitted to the support column 1, the vibration on the support column 1 is transmitted to the cross beam 201 after being attenuated by the connecting sheet 202 and the buckling restrained brace 203, and when the cross beam 201 vibrates, the spring pad 204 is contracted and is matched with the spring support 205 to buffer the cross beam 201.
In the description of the present utility model, unless explicitly stated and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the utility model.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420106612.8U CN221798717U (en) | 2024-01-17 | 2024-01-17 | Vibration reduction type building main body connecting structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420106612.8U CN221798717U (en) | 2024-01-17 | 2024-01-17 | Vibration reduction type building main body connecting structure |
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| Publication Number | Publication Date |
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| CN221798717U true CN221798717U (en) | 2024-10-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420106612.8U Active CN221798717U (en) | 2024-01-17 | 2024-01-17 | Vibration reduction type building main body connecting structure |
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Effective date of registration: 20250924 Address after: 212000 Jiangsu Province Zhenjiang City Jingkou District Shuer Lane 17 Room 401 Patentee after: Ji Jianqiang Country or region after: China Address before: 063000 Hebei province Tangshan City Yutian county Luo town Patentee before: Xu Fang Country or region before: China |
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Effective date of registration: 20260203 Address after: 200000 Room 105, Building 4, No. 89 Sansha Hong Road, Chengqiao Town, Chongming District, Shanghai (Shanghai Chongming Supply and Marketing Economic Development Zone) Patentee after: Shanghai Xuannuan Construction and Development Co.,Ltd. Country or region after: China Address before: 212000 Jiangsu Province Zhenjiang City Jingkou District Shuer Lane 17 Room 401 Patentee before: Ji Jianqiang Country or region before: China |
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