CN106193332A - Assembled architecture beam, post elastic anti-seismic node component - Google Patents
Assembled architecture beam, post elastic anti-seismic node component Download PDFInfo
- Publication number
- CN106193332A CN106193332A CN201610820882.5A CN201610820882A CN106193332A CN 106193332 A CN106193332 A CN 106193332A CN 201610820882 A CN201610820882 A CN 201610820882A CN 106193332 A CN106193332 A CN 106193332A
- Authority
- CN
- China
- Prior art keywords
- centrosome
- post
- butt joint
- cambered surface
- connecting rod
- 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.)
- Pending
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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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Assembled architecture beam, post elastic anti-seismic component, cross connection for beam, post, including: there is the centrosome of three to six azimuth planes, the beam of plane, post butt joint, the cambered surface connecting plate of several pieces spring steel between centrosome and butt joint above corresponding centrosome, described cambered surface connecting plate is arch in beam, axis of a cylinder cross section upwards, several pieces cambered surface connecting plates are arranged along centrosome periphery bunchy, and beam, post butt joint have the overlap joint docked with beam, post or or connected structure.The deformation limiting mechanism that transfinites being made up of the connecting rod being fixed in butt joint, the engaging lug that is fixed on centrosome azimuth plane is set between centrosome and butt joint, the positive effect of the present invention is: increased considerably the elastically-deformable excursion of non-demolition, the more absorption vibrational energy of energy, reduce the vibration destructive power to beam, post and beam-column node, for using in the technical support using the building in environment to provide antidetonation threatened with vibration and potential vibration.
Description
The invention belongs to building field, be specifically related to fabricated structure beam, post crosses connecting elements.
Background technology
Assembled architecture, is the trend of construction industry development.For preventing the damage to building of the natural disasters such as earthquake, cause
Life and property loss, and gradually increase serve high-tech building such as offshore oil (gas) platform shaft, nuclear energy exploitation
By the forceful action of cyclomorphosis or there be building of burst sharp pounding potential threat in base, emphasis scientific research and military base
Building thing, the anti-seismic performance of building is most important.
Beam in building, post, be different directions beam, post joint, based on the reason in structure, is that whole building supports
The weakness of external force resistance, the survivability of node determines the survivability of whole building.In the past, assembled architecture
How the performance that beam, the anti-vibration of post node component are destroyed, set about from the self-strength improving some component.As select high-strength material,
Strengthen the size of component, set up multiple occluding relation etc..Cause many with material, structure is complicated, assembling is taken a lot of work, anti-seismic performance is difficult to take
Obtain breakthrough lifting.
Summary of the invention
It is an object of the invention to provide a kind of assembled architecture beam, post elastic anti-seismic component, cross even for beam, post
Connect, overcome conventional building beam, post node promoting aforementioned deficiency present on anti-seismic performance.
The assembled architecture elastic anti-seismic beam of the present invention, post node component include: have the center of three to six azimuth planes
Body, the beam of plane, post butt joint above corresponding centrosome, between centrosome and butt joint, the cambered surface of several pieces spring steel is connected
Plate, described cambered surface connecting plate is arch in beam, axis of a cylinder cross section upwards, and several pieces cambered surface connecting plates set along centrosome periphery bunchy
Put, beam, post butt joint have the overlap joint docked with beam, post or or connected structure.
For ease of manufacturing and construction, and continue to use the circumference shape that people get used to, the side on centrosome in the present invention
Plane is square, uses four plate shapes, equivalently-sized cambered surface connecting plate, and four cambered surface connecting plates are at the azimuth plane of centrosome
Upper square arrangement, cambered surface connecting plate the back of a bow relatively close.
For promote cambered surface elastic connection plate and centrosome and to bonding strength, at cambered surface elastic connection plate two ends and center
It is welded with deep floor between body and butt joint bottom surface.
For preventing cambered surface connecting plate between centrosome and butt joint from making its deformation of transfiniting because of overload in sharp pounding, in
Arrange between heart body and butt joint and be made up of the connecting rod being fixed in butt joint, the engaging lug that is fixed on centrosome azimuth plane
Transfinite and have rectangle pin-and-hole on deformation limiting mechanism, connecting rod and engaging lug, with insert on engaging lug and connecting rod rectangle latch will
Centrosome links together with connecting rod, and the pin-and-hole on connecting rod or engaging lug is the bar hole on connecting rod is longitudinal.
The positive effect of the present invention is: the beam that provided, post, owing to using cambered surface to be connected between centrosome with coupling
Plate, has increased considerably the elastically-deformable excursion of non-demolition, can more absorption vibrational energy, reduce vibration to beam, post and
The destructive power of beam-column node, improves the ability of building opposing external force invasion and attack, for reducing because the natural disasters such as earthquake cause
Life, property loss achieve technical progress.Use in environment threaten with vibration and potential vibration for using
Building provides the technical support of antidetonation.
Accompanying drawing explanation
Fig. 1 is front view of the present invention.
Fig. 2 is axonometric chart of the present invention.
Fig. 3 is the superdeformation position restrainer composition on one azimuth plane of centrosome of the present invention.
Detailed description of the invention
Refering to Fig. 1-2, the assembled architecture elastic anti-seismic beam of the present invention, post node include: the center of square shape
Body 1, the beam of six azimuth planes, post butt joint 3, the arc of four flat spring steel between centrosome 1 and butt joint 3 on corresponding centrosome
Face connecting plate 2, described cambered surface connecting plate 2 is arch in beam, axis of a cylinder cross section upwards, four plate shapes, equivalently-sized cambered surface
Connecting plate is arranged along centrosome square azimuth plane periphery bunchy, and the back of a bow of cambered surface connecting plate is relatively close.Beam, post butt joint 3
On have the overlap joint docked with beam, post or or connected structure.In cambered surface elastic connection plate two ends and centrosome and butt joint bottom surface it
Between be welded with deep floor.
Refering to Fig. 3, arrange by the connecting rod 4 being fixed in butt joint between centrosome 1 and butt joint 3, be fixed on center
The deformation limiting mechanism that transfinites of engaging lug 5 composition on body azimuth plane, connecting rod 4 and engaging lug 5 have rectangle pin-and-hole, with the company of insertion
On lug and connecting rod rectangle latch 6 centrosome 5 is linked together with connecting rod 4, the pin-and-hole on connecting rod 4 or engaging lug 5 is
Bar hole on connecting rod 4 is longitudinal.
Claims (4)
1. assembled architecture beam, post elastic anti-seismic node component, is characterized in that: including: have the center of three to six azimuth planes
Body, the beam of plane, post butt joint above corresponding centrosome, between centrosome and butt joint, the cambered surface of several pieces spring steel is connected
Plate, described cambered surface connecting plate is arch in beam, axis of a cylinder cross section upwards, and several pieces cambered surface connecting plates set along centrosome periphery bunchy
Put, beam, post butt joint have the overlap joint docked with beam, post or or connected structure.
Assembled architecture beam the most according to claim 1, post elastic anti-seismic node component, is characterized in that: on centrosome
Azimuth plane be square, between centrosome and butt joint, use four plate shapes, equivalently-sized cambered surface connecting plate, four arcs
Face connecting plate on the azimuth plane of centrosome square arrangement, cambered surface connecting plate the back of a bow relatively close.
Assembled architecture beam the most according to claim 1, post elastic anti-seismic node component, is characterized in that:, at cambered surface bullet
It is welded with deep floor between property connecting plate two ends and centrosome and butt joint bottom surface.
Assembled architecture beam the most according to claim 1, post elastic anti-seismic node component, is characterized in that: at centrosome
And arrange between butt joint by transfiniting that the connecting rod being fixed in butt joint, the engaging lug that is fixed on centrosome azimuth plane form
Deformation limiting mechanism, connecting rod and engaging lug have rectangle pin-and-hole, with insert on engaging lug and connecting rod rectangle latch by center
Body links together with connecting rod, and the pin-and-hole on connecting rod or engaging lug is the bar hole on connecting rod is longitudinal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610820882.5A CN106193332A (en) | 2016-09-13 | 2016-09-13 | Assembled architecture beam, post elastic anti-seismic node component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610820882.5A CN106193332A (en) | 2016-09-13 | 2016-09-13 | Assembled architecture beam, post elastic anti-seismic node component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193332A true CN106193332A (en) | 2016-12-07 |
Family
ID=58067251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610820882.5A Pending CN106193332A (en) | 2016-09-13 | 2016-09-13 | Assembled architecture beam, post elastic anti-seismic node component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193332A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824633A (en) * | 2018-05-31 | 2018-11-16 | 中国建筑股份有限公司 | The not damaged energy consumption frame-shear-wall structure system of assembled and its construction method |
| CN113266076A (en) * | 2021-04-20 | 2021-08-17 | 成都理工大学 | Anti-seismic device of beam-column joint of reinforced concrete structure |
| CN117926937A (en) * | 2024-03-21 | 2024-04-26 | 新乡市中原水利设计研究院 | Beam-column connection node |
-
2016
- 2016-09-13 CN CN201610820882.5A patent/CN106193332A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824633A (en) * | 2018-05-31 | 2018-11-16 | 中国建筑股份有限公司 | The not damaged energy consumption frame-shear-wall structure system of assembled and its construction method |
| CN108824633B (en) * | 2018-05-31 | 2024-05-14 | 中国建筑股份有限公司 | Assembled nondestructive energy consumption frame shear wall structure system and construction method thereof |
| CN113266076A (en) * | 2021-04-20 | 2021-08-17 | 成都理工大学 | Anti-seismic device of beam-column joint of reinforced concrete structure |
| CN117926937A (en) * | 2024-03-21 | 2024-04-26 | 新乡市中原水利设计研究院 | Beam-column connection node |
| CN117926937B (en) * | 2024-03-21 | 2024-06-11 | 新乡市中原水利设计研究院 | Beam-column connection node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
|
| WD01 | Invention patent application deemed withdrawn after publication |