CN114991334A - Steel structure anti-seismic device for assembly type building - Google Patents
Steel structure anti-seismic device for assembly type building Download PDFInfo
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- CN114991334A CN114991334A CN202210693665.XA CN202210693665A CN114991334A CN 114991334 A CN114991334 A CN 114991334A CN 202210693665 A CN202210693665 A CN 202210693665A CN 114991334 A CN114991334 A CN 114991334A
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- rod
- drafting
- seat
- connecting seat
- steel structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 22
- 239000010959 steel Substances 0.000 title claims abstract description 22
- 230000007246 mechanism Effects 0.000 claims abstract description 17
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims 5
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000013016 damping Methods 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
- 238000001125 extrusion Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
Classifications
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- 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
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- 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
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- 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
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- 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
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- 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 buildings, 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 cushion is arranged in the channel groove, the connecting rod penetrates through the channel groove in a sliding mode and is in contact with the elastic cushion, 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, and particularly provides an anti-seismic device for a steel structure for an assembly type building.
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 building structure types. The existing steel structure usually uses a support as a connecting member, and a rubber pad is arranged in the support to resist vibration, the anti-vibration means is single, the anti-vibration effect is poor, and the anti-vibration effect is strong to vibration.
Disclosure of Invention
Aiming at the situation, in order to overcome the defects of the prior art, the scheme provides the steel structure earthquake-resistant device for the fabricated building, and various earthquake-resistant means are utilized for resisting earthquake.
The technical scheme adopted by the invention is as follows: this scheme steel structure antidetonation device for assembled building, including connecting seat one, connecting seat two, connecting rod and antidetonation coupling mechanism, the connecting rod is located on connecting seat two, be equipped with the channel groove on the connecting seat one, be equipped with the cushion in the channel groove, the connecting rod slides and runs through the channel groove and the cushion contact, antidetonation coupling mechanism locates between connecting seat one and the connecting rod, antidetonation coupling mechanism includes fixed cover, sliding seat, connection support one, connection support two, connection support three, draft pole one, draft pole two and draft pole three, fixed cover cup joints on the connecting rod, be equipped with the transverse groove on the connecting seat one, the sliding seat slides and locates in the transverse groove, connection support one, connection support two and connection support three are located respectively on connecting seat one, on the sliding seat and on the fixed cover, draft pole one, draft pole two and draft pole three articulate respectively and locate connection support one, on the fixed cover, the draft pole three, And the free ends of the first drafting rod, the second drafting rod and the third drafting rod are hinged through movable supports, and elastic connectors are arranged between the first drafting rod and the second drafting rod, between the first drafting rod and the third drafting rod and between the second drafting rod and the third drafting rod.
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 drafting rod and the second drafting rod, between the first drafting rod and the third drafting rod, and between the second drafting rod and the third drafting rod.
As a further optimization of the scheme, the middle parts of the arc-shaped connecting elastic plates are connected in a penetrating way through the reinforcing connecting rods.
Preferably, the included angles between each two of the first drafting rod, the second drafting rod and the third drafting rod are all 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 a steel structural member.
The invention with the structure has the following beneficial effects: this scheme utilization antidetonation coupling mechanism cooperation cushion carries out the damping through multiple antidetonation means when taking place vibrations, compares in the single damping mode that uses the cushion of tradition, and the shock attenuation effect is better.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic view of the overall structure of the steel structure earthquake-resistant device for the fabricated building according to the present embodiment;
fig. 2 is a schematic structural diagram of the anti-seismic connecting mechanism of the steel structure anti-seismic device for the fabricated building.
The device comprises a first connecting seat, a second connecting seat, a third connecting seat, a fourth connecting seat, a connecting rod, a fourth connecting seat, a connecting support, a transverse groove, a fourth connecting seat, a fifth connecting seat, a sixth connecting seat, a fifth connecting seat, a sixth connecting seat, a horizontal groove, a sixth connecting seat, a horizontal groove, a sixth connecting seat, a horizontal groove, a sixth connecting seat, a fifth connecting seat, a sixth connecting seat, a fifth connecting seat, a sixth connecting seat, a horizontal groove, a sixth connecting seat, a fifth connecting seat, a sixth connecting seat, a horizontal groove, a sixth connecting seat, a transverse groove, a fifth connecting seat, a sixth connecting seat, a fifth connecting seat, a sixth.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments; all other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
As shown in fig. 1-2, the steel structure earthquake-proof device for the assembly type building of the present scheme includes a first connecting seat 1, a second connecting seat 2, a connecting rod 3 and an earthquake-proof connecting mechanism 4, wherein the connecting rod 3 is disposed on the second connecting seat 2, a channel groove is formed in the first connecting seat 1, an elastic pad is disposed in the channel groove, the connecting rod 3 slidably penetrates through the channel groove and contacts with the elastic pad, the earthquake-proof connecting mechanism 4 is disposed between the first connecting seat 1 and the connecting rod 3, the earthquake-proof connecting mechanism 4 includes a fixing sleeve 5, a sliding seat 6, a first connecting support 7, a second connecting support 8, a third connecting support 9, a first drafting rod 10, a second drafting rod 11 and a third drafting rod 12, the fixing 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 disposed in the transverse groove 13, the first connecting support 7, the second connecting support 8 and the third connecting support 9 are respectively disposed on the first connecting seat 1, On the sliding seat 6 and the fixed sleeve 5, a first drafting rod 10, a second drafting rod 11 and a third drafting rod 12 are respectively hinged to a first connecting support 7, a second connecting support 8 and a third connecting support 9, the free ends of the first drafting rod 10, the second drafting rod 11 and the third drafting rod 12 are hinged through a movable support 14, and elastic connectors are arranged between the first drafting rod 10 and the second drafting rod 11, between the first drafting rod 10 and the third drafting rod 12 and between the second drafting rod 11 and the third drafting rod 12.
As shown in fig. 2, each group of elastic connectors is composed of a plurality of groups of arc-shaped connecting elastic plates 15, the plurality of groups of arc-shaped connecting elastic plates 15 are arranged between the first drafting rod 10 and the second drafting rod 11, between the first drafting rod 10 and the third drafting rod 12, and between the second drafting rod 11 and the third drafting rod 12, and the middle parts of the group of arc-shaped connecting elastic plates 15 are connected in a penetrating manner through the reinforcing connecting rod 16.
Meanwhile, the included angles between the first drafting rod 10, the second drafting rod 11 and the third drafting rod 12 are all 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 the connecting bolts are arranged on the first connecting seat 1 and the second connecting seat 2.
During specific use, connecting rod 3 can slide extrusion cushion in the channel groove when taking place the vibration, when connecting rod 3 takes place the vibration trend, can drive the trend that fixed cover 5 reciprocated, thereby there is the trend that promotes draft pole one 10, contained angle between draft pole two 11 and the draft pole three 12 changes, utilize the arc to connect elastic plate 15 to draft pole one 10 this moment, the pulling restriction of contained angle between draft pole two 11 and the draft pole three 12 limits the trend of change, avoid great deformation.
It is noted that, herein, relational terms such as first and second, and the like may be 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. Also, 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 there have been shown and described what are at present considered the fundamental principles and essential features of the invention and its advantages, 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 is capable of 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 description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides a steel structure anti-seismic device for assembly type building which characterized in that: 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 cushion is arranged in the channel groove, the connecting rod (3) slides to penetrate through the channel groove and contact with the elastic cushion, 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 fixing sleeve (5), a sliding seat (6), a first connecting support (7), a second connecting support, a third connecting support (9), a first drafting rod (10), a second drafting rod (11) and a third drafting rod (12), the fixing 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 arranged in the transverse groove (13) in a sliding manner, the connecting support I (7), the connecting support II (8) and the connecting support III (9) are respectively arranged on the connecting seat I (1), the sliding seat (6) and the fixing sleeve (5), the first traction rod I (10), the second traction rod II (11) and the third traction rod (12) are respectively hinged to the connecting support I (7), the connecting support II (8) and the connecting support III (9), the free ends of the first traction rod I (10), the second traction rod II (11) and the third traction rod (12) are hinged through a movable support (14), and elastic connectors are respectively arranged between the first traction rod I (10) and the second traction rod (11), between the first traction rod I (10) and the third traction rod (12) and between the second traction rod (11) and the third traction rod (11) and between the third traction rod (12).
2. The steel structure earthquake-resistant device for assembly type construction according to claim 1, wherein: each group of elastic connectors is composed 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 a first drafting rod (10) and a second drafting rod (11), between the first drafting rod (10) and a third drafting rod (12), and between the second drafting rod (11) and the third drafting rod (12).
3. The steel structure earthquake-resistant device for assembly type construction as claimed in 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 earthquake-resistant device for assembly type construction according to claim 1, wherein: the included angles between every two of 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 earthquake-resistant device for assembly type construction 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 earthquake-resistant device for assembly type construction according to claim 1, wherein: and the first connecting seat (1) and the second connecting seat (2) are respectively provided with a connecting bolt.
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 true CN114991334A (en) | 2022-09-02 |
| CN114991334B CN114991334B (en) | 2024-02-02 |
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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 |
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| Publication number | Publication date |
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| CN114991334B (en) | 2024-02-02 |
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