CN105350652B - Slip steel structure support seat in a kind of plane - Google Patents
Slip steel structure support seat in a kind of plane Download PDFInfo
- Publication number
- CN105350652B CN105350652B CN201510874360.9A CN201510874360A CN105350652B CN 105350652 B CN105350652 B CN 105350652B CN 201510874360 A CN201510874360 A CN 201510874360A CN 105350652 B CN105350652 B CN 105350652B
- Authority
- CN
- China
- Prior art keywords
- support
- hold
- slip
- sliding support
- limitting casing
- 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.)
- Expired - Fee Related
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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
- E04B1/36—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
- E04B1/62—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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Chairs Characterized By Structure (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Slip steel structure support seat in a kind of plane of the present invention, including hold-down support, limitting casing, support arm, slip bed course and sliding support；Hold-down support is the square container in a bottom surface；Limitting casing is tubular structure；Limitting casing is arranged on inside hold-down support, is connected by support arm with hold-down support；The bottom of limitting casing is suspended on the top of the bottom surface of hold-down support；Bed course is slided to be laid on the bottom surface of hold-down support；Sliding support includes sliding support pedestal and sliding support supports；Sliding support pedestal, which is arranged on, to be slided on bed course；Sliding support pedestal is a disk；Sliding support support is a tubular structure, and sliding support supports the center for being arranged on sliding support pedestal.Slip steel structure support seat in a kind of plane of the present invention, when base is shaken, sliding support can be slided in the range of hold-down support is limited with limitting casing on any one direction in the horizontal direction, to offset the energy that part vibrations generate, reduce the influence that vibrations are supported structure for upper strata.
Description
Technical field
The present invention relates to slip steel structure support seats in a kind of plane for building engineering field.
Background technology
Steel construction intensity is higher, and elasticity modulus is also high, and compared with timber, the ratio of density and yield strength is relatively
It is low, thus the member section of steel construction is small under similary stress condition, from heavy and light, is readily transported and installs, and has stronger reality
The property used.Existing steel structure support seat technology, mostly using fixed support, in the horizontal direction without mobility.So when
When base generates vibration, vibration can be transmitted to upper strata and be supported structure, cause integrally-built unstable.Design is a kind of with anti-
The steel structure support of pinking is the main target of technical staff.
The content of the invention
The purpose of the invention is to overcome the deficiencies of the prior art and provide slip steel structure support seat in a kind of plane,
It is capable of the anti-seismic performance of effectively lifting steel structural bearing.
Realizing a kind of technical solution of above-mentioned purpose is：Slip steel structure support seat in a kind of plane, including hold-down support,
Limitting casing, support arm slide bed course and sliding support.
The hold-down support is the square container in a bottom surface.
The limitting casing is tubular structure；The limitting casing is arranged on inside the hold-down support, passes through the support arm
It is connected with the hold-down support；The bottom of the limitting casing is suspended on the top of the bottom surface of the hold-down support.
The slip bed course is laid on the bottom surface of the hold-down support.
The sliding support includes sliding support pedestal and sliding support supports；The sliding support pedestal is arranged on described
It slides on bed course；The sliding support pedestal is a disk, and radius is more than the radius of the cross section of the limitting casing；It is described
Sliding support support is a tubular structure, and the sliding support support is arranged on the center of the sliding support pedestal；It is described
The radius of the cross section of sliding support support is less than the radius of the cross section of the limitting casing；The top surface of the sliding support support
Height be higher than the hold-down support.
Preferably, the slip bed course can be hard nylon spacer.
Preferably, the slip bed course can be stainless steel ball.
Slip steel structure support seat in a kind of plane of the present invention, including hold-down support, limitting casing, support arm, sliding mats
Layer and sliding support；The hold-down support is the square container in a bottom surface；The limitting casing is tubular structure；The limit
Position frame is arranged on inside the hold-down support, is connected by the support arm with the hold-down support；The bottom of the limitting casing
It is suspended on the top of the bottom surface of the hold-down support；The slip bed course is laid on the bottom surface of the hold-down support；The cunning
Dynamic bearing includes sliding support pedestal and sliding support supports；The sliding support pedestal is arranged on the slip bed course；Institute
Sliding support pedestal is stated as a disk, radius is more than the radius of the cross section of the limitting casing；The sliding support support
For a tubular structure, the sliding support support is arranged on the center of the sliding support pedestal；The sliding support support
Cross section radius be less than the limitting casing cross section radius；The height of the top surface of the sliding support support is higher than institute
State hold-down support.Slip steel structure support seat in a kind of plane of the present invention, when base is shaken, sliding support can be solid
Determine to be slided on any one direction in the horizontal direction in the range of bearing is limited with limitting casing, to offset part vibrations
The energy of generation reduces the influence that vibrations are supported structure for upper strata.
Description of the drawings
Fig. 1 be the present invention it is a kind of using hard nylon spacer as slip bed course plane in slip steel structure support seat
Structure diagram；
Fig. 2 be the present invention it is a kind of using stainless steel ball as slip steel structure support seat in the plane of slip bed course
Structure diagram；
Fig. 3 is the top view of slip steel structure support seat in a kind of plane of the present invention.
Specific embodiment
In order to preferably understand technical scheme, below by specifically embodiment and with reference to attached drawing
It is described in detail：
As shown in Figure 1, slip steel structure support seat in a kind of plane, including hold-down support 1, limitting casing 2, support arm 3, hard
Matter nylon spacer 41 and sliding support 5.
Hold-down support 1 is the square container in a bottom surface.
Limitting casing 2 is tubular structure；Limitting casing 2 is arranged on inside hold-down support, is connected by support arm 3 and hold-down support 1
It connects；The bottom of limitting casing 2 is suspended on the top of the bottom surface of hold-down support 1.
Hard nylon spacer 41 is laid on the bottom surface of hold-down support 1, to reduce between hold-down support 1 and sliding support 5
Friction.
Sliding support 5 includes sliding support pedestal 51 and sliding support support 52；Sliding support pedestal 51 is arranged on hard
On nylon spacer 41；Sliding support pedestal 51 is a disk, and radius is more than the radius of the cross section of limitting casing 2；Slide branch
Seat supports 52 are a tubular structure, and sliding support support 52 is arranged on the center of sliding support pedestal 51；Sliding support supports
The radius of 52 cross section is less than the radius of the cross section of limitting casing 2；The height of the top surface of sliding support support 52 is higher than fixation
Bearing 1.
As shown in Fig. 2, hard nylon spacer 41 could alternatively be stainless steel ball 42.
In use, slip steel structure support seat in several planes of the invention is fixed in the plane of base 6.
Then by upper strata be supported structure 7 be placed in sliding support support 52 top.
When base 6 is shaken, hard nylon spacer 41 or not that sliding support 5 can be laid in 1 bottom surface of hold-down support
It is slided on rust steel ball 42, so as to offset by the mechanical energy and shock wave of vibrations generation, mitigates to shake to support to upper strata and tie
The influence that structure 7 is brought ensures integrally-built safety, so that integrated model has certain anti-seismic performance.And limitting casing 2 is then
Ensure that sliding support 5 is slided within the specific limits, be unlikely to make the slip amplitude of sliding support 5 is excessive to cause overall structure
Generation is rocked.
Those of ordinary skill in the art it should be appreciated that more than embodiment be intended merely to illustrate the present invention,
And be not used as limitation of the invention, as long as in the spirit of the present invention, the change to embodiment described above
Change, modification will all fall in the range of claims of the present invention.
Claims (3)
1. slip steel structure support seat in a kind of plane including hold-down support, limitting casing, support arm, slip bed course and slides branch
Seat, which is characterized in that
The hold-down support is the square container in a bottom surface；
The limitting casing is tubular structure；The limitting casing is arranged on inside the hold-down support, passes through the support arm and institute
State hold-down support connection；The bottom of the limitting casing is suspended on the top of the bottom surface of the hold-down support；
The slip bed course is laid on the bottom surface of the hold-down support；
The sliding support includes sliding support pedestal and sliding support supports；The sliding support pedestal is arranged on the slip
On bed course；The sliding support pedestal is a disk, and radius is more than the radius of the cross section of the limitting casing；The slip
Seat supports are a tubular structure, and the sliding support support is arranged on the center of the sliding support pedestal；The slip
The radius of the cross section of seat supports is less than the radius of the cross section of the limitting casing；The height of the top surface of the sliding support support
Degree is higher than the hold-down support,
It is slided on the slip bed course that the sliding support can be laid in hold-down support bottom surface, so as to offset what is generated by vibrations
Mechanical energy and shock wave mitigate the influence that vibrations are brought to upper strata support construction；The limitting casing then ensures sliding support one
Determine to be slided in scope, be unlikely to make the slip amplitude of sliding support is excessive overall structure generation is caused to be rocked.
2. slip steel structure support seat in a kind of plane according to claim 1, which is characterized in that the slip bed course can
To be hard nylon spacer.
3. slip steel structure support seat in a kind of plane according to claim 1, which is characterized in that the slip bed course can
To be stainless steel ball.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510874360.9A CN105350652B (en) | 2015-12-02 | 2015-12-02 | Slip steel structure support seat in a kind of plane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510874360.9A CN105350652B (en) | 2015-12-02 | 2015-12-02 | Slip steel structure support seat in a kind of plane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105350652A CN105350652A (en) | 2016-02-24 |
| CN105350652B true CN105350652B (en) | 2018-06-01 |
Family
ID=55326701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510874360.9A Expired - Fee Related CN105350652B (en) | 2015-12-02 | 2015-12-02 | Slip steel structure support seat in a kind of plane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105350652B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629887B (en) * | 2019-10-07 | 2021-04-02 | 江苏鸿升建设集团有限公司 | Anti-seismic rotating multidirectional sliding support with integrated structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101509279A (en) * | 2009-03-12 | 2009-08-19 | 湖南大学 | Locating slip support of large-span space structure |
| CN201695519U (en) * | 2010-04-30 | 2011-01-05 | 湖北弘毅建筑装饰工程有限公司 | Sliding bearing of building |
| CN102912857A (en) * | 2012-11-07 | 2013-02-06 | 沈阳建筑大学 | Inner round platform frictional sliding isolation bearing |
| JP2013064418A (en) * | 2011-09-15 | 2013-04-11 | Shimizu Corp | Sliding quake-absorbing mechanism |
| CN103485278A (en) * | 2013-09-26 | 2014-01-01 | 河海大学 | Sliding isolation bearing |
| CN204266392U (en) * | 2014-10-29 | 2015-04-15 | 陕西永安减震科技有限公司 | Resistance to plucking elastic sliding bearing |
| CN205348407U (en) * | 2015-12-02 | 2016-06-29 | 金博(上海)建工集团有限公司 | Steel construction support can slide in plane |
-
2015
- 2015-12-02 CN CN201510874360.9A patent/CN105350652B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101509279A (en) * | 2009-03-12 | 2009-08-19 | 湖南大学 | Locating slip support of large-span space structure |
| CN201695519U (en) * | 2010-04-30 | 2011-01-05 | 湖北弘毅建筑装饰工程有限公司 | Sliding bearing of building |
| JP2013064418A (en) * | 2011-09-15 | 2013-04-11 | Shimizu Corp | Sliding quake-absorbing mechanism |
| CN102912857A (en) * | 2012-11-07 | 2013-02-06 | 沈阳建筑大学 | Inner round platform frictional sliding isolation bearing |
| CN103485278A (en) * | 2013-09-26 | 2014-01-01 | 河海大学 | Sliding isolation bearing |
| CN204266392U (en) * | 2014-10-29 | 2015-04-15 | 陕西永安减震科技有限公司 | Resistance to plucking elastic sliding bearing |
| CN205348407U (en) * | 2015-12-02 | 2016-06-29 | 金博(上海)建工集团有限公司 | Steel construction support can slide in plane |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105350652A (en) | 2016-02-24 |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 201700 Jiuye Road, Qingpu District, Shanghai, No. 998 Patentee after: Jin Bo Construction Group Co., Ltd. Address before: 201712 No. 998 Jiuye Road, Qingpu District, Shanghai Patentee before: Jinbo (Shanghai) Construction Group Co.,Ltd. |
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| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180601 Termination date: 20201202 |
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| CF01 | Termination of patent right due to non-payment of annual fee |