CN114991334B - Steel construction anti-seismic device for assembled building - Google Patents
Steel construction anti-seismic device for assembled building Download PDFInfo
- Publication number
- CN114991334B CN114991334B CN202210693665.XA CN202210693665A CN114991334B CN 114991334 B CN114991334 B CN 114991334B CN 202210693665 A CN202210693665 A CN 202210693665A CN 114991334 B CN114991334 B CN 114991334B
- Authority
- CN
- China
- Prior art keywords
- rod
- connecting seat
- drawing rod
- seat
- seismic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 22
- 239000010959 steel Substances 0.000 title claims abstract description 22
- 238000010276 construction Methods 0.000 title claims description 3
- 230000007246 mechanism Effects 0.000 claims abstract description 19
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses an assembled steel structure anti-seismic device for a building, which comprises a first connecting seat, a second connecting seat, a connecting rod and an anti-seismic connecting mechanism, wherein the connecting rod is arranged on the second connecting seat, a channel groove is formed in the first connecting seat, an elastic pad is arranged in the channel groove, the connecting rod penetrates through the channel groove in a sliding manner to be in contact with the elastic pad, the anti-seismic connecting mechanism is arranged between the first connecting seat and the connecting rod, and the anti-seismic connecting mechanism comprises a fixed sleeve, a sliding seat, a first connecting support, a second connecting support, a third connecting support, a first drafting rod, a second drafting rod and a third drafting rod. The invention relates to the technical field of steel structures, in particular to an assembled steel structure anti-seismic device for a building, which utilizes an anti-seismic connecting mechanism to be matched with an elastic pad, and dampens vibration when vibration occurs through a plurality of anti-seismic means.
Description
Technical Field
The invention relates to the technical field of steel structures, in particular to an assembled steel structure anti-seismic device for a building.
Background
Steel structures are structures composed of steel materials, and are one of the main types of building structures. The existing steel structure generally uses a support as a connecting member, and a rubber pad is arranged in the support to prevent earthquake, so that the earthquake-resistant means is single, the earthquake-resistant effect is poor, and stronger vibration is caused.
Disclosure of Invention
Aiming at the situation, in order to overcome the defects of the prior art, the scheme provides the steel structure anti-seismic device for the assembled building, which utilizes various anti-seismic means to perform anti-seismic.
The technical scheme adopted by the invention is as follows: the steel structure anti-seismic device for the assembled building comprises a first connecting seat, a second connecting seat, a connecting rod and an anti-seismic connecting mechanism, wherein the connecting rod is arranged on the second connecting seat, a channel groove is formed in the first connecting seat, an elastic pad is arranged in the channel groove, the connecting rod is in sliding penetration of the channel groove to be in contact with the elastic pad, the anti-seismic connecting mechanism is arranged between the first connecting seat and the connecting rod, the anti-seismic connecting mechanism comprises a fixed sleeve, a sliding seat, a first connecting seat, a second connecting seat, a third connecting seat, a first drawing rod, a second drawing rod and a third drawing rod, the fixed sleeve is sleeved on the connecting rod, a transverse groove is formed in the first connecting seat, the second connecting seat and the third connecting seat are respectively arranged on the first connecting seat, the sliding seat and the fixed sleeve, the first drawing rod, the second drawing rod and the third drawing rod are respectively hinged on the first connecting seat, the second connecting seat and the third connecting seat, the free ends of the first drawing rod, the second drawing rod and the third drawing rod are hinged through movable seats, and the first drawing rod and the second drawing rod are respectively connected between the first drawing rod, the second drawing rod and the third drawing rod are respectively provided with an elastic connector.
As a further optimization of the scheme, each group of elastic connectors is composed of a plurality of groups of arc-shaped connecting elastic plates, and the plurality of groups of arc-shaped connecting elastic plates are arranged between the first drawing rod and the second drawing rod, between the first drawing rod and the third drawing rod and between the second drawing rod and the third drawing rod.
As a further optimization of the scheme, a plurality of groups of arc-shaped connecting elastic plates are connected through reinforcing connecting rods.
Preferably, the included angles between the first drawing rod, the second drawing rod and the third drawing rod are smaller than 180 degrees.
Preferably, the anti-seismic connecting mechanisms are symmetrically arranged on two sides of the connecting rod.
Preferably, the first connecting seat and the second connecting seat are both provided with connecting bolts for connecting with the steel structural member.
The beneficial effects obtained by the invention by adopting the structure are as follows: this scheme utilizes antidetonation coupling mechanism cooperation elastic pad, carries out the damping when taking place vibrations through multiple antidetonation means, compares in traditional damping mode that singly uses elastic pad, and the shock attenuation effect is better.
Drawings
The accompanying drawings are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate the invention and together with the embodiments of the invention, serve to explain the invention. In the drawings:
FIG. 1 is a schematic diagram of the whole structure of an assembled steel structure anti-seismic device for a building;
fig. 2 is a schematic structural view of an earthquake-resistant connection mechanism of the steel structure earthquake-resistant device for the fabricated building.
Wherein, 1, a first connecting seat, 2, a second connecting seat, 3, a connecting rod, 4, an anti-vibration connecting mechanism, 5, a fixed sleeve, 6, a sliding seat, 7, a first connecting support, 8 and a second connecting support, 9, a third connecting support, 10, a first drawing rod, 11, a second drawing rod, 12, a third drawing rod, 13, a transverse groove, 14, a movable support, 15, an arc-shaped connecting elastic plate, 16 and a reinforcing connecting rod.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the invention; all other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present invention and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention.
As shown in fig. 1-2, the steel structure anti-seismic device for the fabricated building comprises a first connecting seat 1, a second connecting seat 2, a connecting rod 3 and an anti-seismic connecting mechanism 4, wherein the connecting rod 3 is arranged on the second connecting seat 2, a channel groove is formed in the first connecting seat 1, an elastic pad is arranged in the channel groove, the connecting rod 3 slides through the channel groove to be in contact with the elastic pad, the anti-seismic connecting mechanism 4 is arranged between the first connecting seat 1 and the connecting rod 3, the anti-seismic connecting mechanism 4 comprises a fixed sleeve 5, a sliding seat 6, a first connecting seat 7, a second connecting seat 8, a third connecting seat 9, a first drafting rod 10, a second drafting rod 11 and a third drafting rod 12, the fixed sleeve 5 is sleeved on the connecting rod 3, a transverse groove 13 is formed in the first connecting seat 1, the sliding seat 6 is slidably arranged in the transverse groove 13, the first connecting seat 7, the second connecting seat 8 and the third connecting seat 9 are respectively arranged on the first connecting seat 1, the sliding seat 6 and the fixed sleeve 5, the first drafting rod 10, the second drafting rod 11 and the third drafting rod 12 are respectively hinged to the first connecting seat 7, the first connecting seat 8 and the third connecting seat 9, the first drafting rod 10, the second drafting rod 10, the third drafting rod 12 are respectively, the first drafting rod 10 and the third drafting rod 12 are respectively hinged to the first connecting seat 8 and the third connecting seat 12, the first drafting rod 12 and the second drafting rod 12 are respectively, the free end and the first drafting rod 12 and the third drafting rod 11 are respectively, and the first and the second drafting rod 12 are connected by the free end 12 and the first and the third connector 12 are respectively.
As shown in fig. 2, each group of elastic connectors is composed of a plurality of groups of arc-shaped connecting elastic plates 15, wherein the plurality of groups of arc-shaped connecting elastic plates 15 are arranged between the first drawing rod 10 and the second drawing rod 11, between the first drawing rod 10 and the third drawing rod 12, and between the second drawing rod 11 and the third drawing rod 12, and the middle parts of the groups of arc-shaped connecting elastic plates 15 are connected in a penetrating manner through reinforcing connecting rods 16.
Meanwhile, the included angles among the first stretching rod 10, the second stretching rod 11 and the third stretching rod 12 are smaller than 180 degrees.
As shown in fig. 1, the anti-seismic connecting mechanisms 4 are symmetrically arranged on two sides of the connecting rod 3, and connecting bolts are arranged on the first connecting seat 1 and the second connecting seat 2.
When the vibration occurs, the connecting rod 3 can slide and extrude the elastic pad in the channel slot, when the vibration trend occurs to the connecting rod 3, the trend of driving the fixed sleeve 5 to move up and down exists, so that the trend of pushing the included angle between the first traction rod 10, the second traction rod 11 and the third traction rod 12 to change is provided, and at the moment, the trend of changing is limited by the pulling limitation of the included angle between the first traction rod 10, the second traction rod 11 and the third traction rod 12 through the arc-shaped connecting elastic plate 15, so that larger deformation is avoided.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
While the fundamental and principal features of the invention and advantages of the invention have been shown and described, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing exemplary embodiments, but may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (6)
1. An assembled steel construction anti-seismic device for building, its characterized in that: including connecting seat one (1), connecting seat two (2), connecting rod (3) and antidetonation coupling mechanism (4), connecting rod (3) are located on connecting seat two (2), be equipped with the passageway groove on connecting seat one (1), be equipped with the elastic cushion in the passageway groove, connecting rod (3) slip run-through passageway groove and elastic cushion contact, between connecting seat one (1) and connecting rod (3) are located in antidetonation coupling mechanism (4), antidetonation coupling mechanism (4) including fixed sleeve (5), sliding seat (6), connecting seat one (7), connecting seat two, connecting seat three (9), draft rod one (10), draft rod two (11) and draft rod three (12), on connecting rod one (3) are located in fixed sleeve (5) cup joint, be equipped with transverse groove (13) on connecting seat one (1), in sliding seat (6) slip locate transverse groove (13), connecting seat one (7), connecting seat two (8) and connecting seat three (9) are located respectively on connecting seat one (1), on draft rod one (6) and draft rod one (5), one (7) are located respectively, one (7) and one (12) are located on the draft rod three (12) The automatic drawing machine comprises a first drawing rod (10), a second drawing rod (11) and a third drawing rod (12), wherein the free ends of the first drawing rod (10), the second drawing rod (11) and the third drawing rod (12) are hinged through a movable support (14), and elastic connectors are arranged between the first drawing rod (10) and the second drawing rod (11), between the first drawing rod (10) and the third drawing rod (12) and between the second drawing rod (11) and the third drawing rod (12).
2. The steel structure anti-seismic device for assembled building according to claim 1, wherein: each group of elastic connectors consists of a plurality of groups of arc-shaped connecting elastic plates (15), and the plurality of groups of arc-shaped connecting elastic plates (15) are arranged between the first drawing rod (10) and the second drawing rod (11), between the first drawing rod (10) and the third drawing rod (12) and between the second drawing rod (11) and the third drawing rod (12).
3. A steel structure anti-seismic device for fabricated buildings according to claim 2, wherein: the middle parts of the plurality of groups of arc-shaped connecting elastic plates (15) are connected in a penetrating way through a reinforcing connecting rod (16).
4. The steel structure anti-seismic device for assembled building according to claim 1, wherein: the included angles among the first drawing rod (10), the second drawing rod (11) and the third drawing rod (12) are smaller than 180 degrees.
5. The steel structure anti-seismic device for assembled building according to claim 1, wherein: the anti-seismic connecting mechanisms (4) are symmetrically arranged on two sides of the connecting rod (3).
6. The steel structure anti-seismic device for assembled building according to claim 1, wherein: and connecting bolts are arranged on the first connecting seat (1) and the second connecting seat (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210693665.XA CN114991334B (en) | 2022-06-18 | 2022-06-18 | Steel construction anti-seismic device for assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210693665.XA CN114991334B (en) | 2022-06-18 | 2022-06-18 | Steel construction anti-seismic device for assembled building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114991334A CN114991334A (en) | 2022-09-02 |
| CN114991334B true CN114991334B (en) | 2024-02-02 |
Family
ID=83035156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210693665.XA Active CN114991334B (en) | 2022-06-18 | 2022-06-18 | Steel construction anti-seismic device for assembled building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114991334B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016103073A1 (en) * | 2014-12-23 | 2016-06-30 | Modula S.P.A. Con Socio Unico | Anti-seismic support for warehouses and load-bearing structure with such support |
| KR101633921B1 (en) * | 2016-04-27 | 2016-07-08 | (주)한빛이노텍 | Switchboards equipped with a Triaxial twist |
| CN109024958A (en) * | 2018-07-03 | 2018-12-18 | 徐州中泰煤矿安全设备制造有限公司 | A kind of Safety of Coal Mine Production earthquake isolating equipment |
| CA3056530A1 (en) * | 2019-09-24 | 2021-03-24 | Richard Thompson | Universal deck mount system and method for use thereof |
| CN213773824U (en) * | 2020-11-02 | 2021-07-23 | 四川正寅建设工程有限公司 | House building anti-seismic support |
| CN214884857U (en) * | 2021-06-08 | 2021-11-26 | 重庆昂佳科技有限公司 | Effectual girder steel of antidetonation |
| CN215594461U (en) * | 2021-06-08 | 2022-01-21 | 周远旺 | Prefabricated building structure is with antidetonation structure that has barrier propterty |
| CN216340208U (en) * | 2021-09-26 | 2022-04-19 | 北京羿射旭科技有限公司 | Damper |
-
2022
- 2022-06-18 CN CN202210693665.XA patent/CN114991334B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016103073A1 (en) * | 2014-12-23 | 2016-06-30 | Modula S.P.A. Con Socio Unico | Anti-seismic support for warehouses and load-bearing structure with such support |
| KR101633921B1 (en) * | 2016-04-27 | 2016-07-08 | (주)한빛이노텍 | Switchboards equipped with a Triaxial twist |
| CN109024958A (en) * | 2018-07-03 | 2018-12-18 | 徐州中泰煤矿安全设备制造有限公司 | A kind of Safety of Coal Mine Production earthquake isolating equipment |
| CA3056530A1 (en) * | 2019-09-24 | 2021-03-24 | Richard Thompson | Universal deck mount system and method for use thereof |
| CN213773824U (en) * | 2020-11-02 | 2021-07-23 | 四川正寅建设工程有限公司 | House building anti-seismic support |
| CN214884857U (en) * | 2021-06-08 | 2021-11-26 | 重庆昂佳科技有限公司 | Effectual girder steel of antidetonation |
| CN215594461U (en) * | 2021-06-08 | 2022-01-21 | 周远旺 | Prefabricated building structure is with antidetonation structure that has barrier propterty |
| CN216340208U (en) * | 2021-09-26 | 2022-04-19 | 北京羿射旭科技有限公司 | Damper |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114991334A (en) | 2022-09-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106849475B (en) | A kind of electric machine stand with damping, buffering structure | |
| CN1203370A (en) | Seismic isolation apparatus | |
| CN211947929U (en) | Bridge damping device | |
| CN212801936U (en) | Assembled beam column node structure | |
| CN114991334B (en) | Steel construction anti-seismic device for assembled building | |
| CN109826894A (en) | A kind of spring face damping device | |
| CN216973745U (en) | Steel construction antidetonation buffering base for building engineering | |
| CN211145219U (en) | Damping mechanism for electromechanical device | |
| CN212055663U (en) | Antidetonation support base | |
| CN215215064U (en) | Pipeline antidetonation support in building | |
| CN209958216U (en) | Bridge damping base | |
| CN211778806U (en) | Double-slider link mechanism for limiting degree of freedom | |
| CN113914483A (en) | Earthquake-resistant support for building | |
| CN111305044B (en) | Bridge damping device and using method thereof | |
| CN114108862A (en) | House earthquake-resistant structure | |
| CN219692209U (en) | Speed reducer torque arm structure for textile machinery | |
| CN213204187U (en) | Anti-seismic composite foundation | |
| CN220132731U (en) | Bridge expansion joint structure | |
| CN217811576U (en) | Shockproof building frame structure | |
| CN219794016U (en) | Earthquake-resistant foundation | |
| CN214498556U (en) | Building shock isolation device | |
| CN212616771U (en) | Antidetonation support convenient to dismouting | |
| CN211228927U (en) | Building steel structure connecting piece | |
| CN215564709U (en) | Building storey-adding anti-seismic reconstruction device | |
| CN215053994U (en) | Node member of anti-seismic steel structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |