CN206090865U - Roof beam, post elasticity shock -resistant node component for assembly type structure - Google Patents
Roof beam, post elasticity shock -resistant node component for assembly type structure Download PDFInfo
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- CN206090865U CN206090865U CN201621053186.8U CN201621053186U CN206090865U CN 206090865 U CN206090865 U CN 206090865U CN 201621053186 U CN201621053186 U CN 201621053186U CN 206090865 U CN206090865 U CN 206090865U
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- butt joint
- post
- centrosome
- roof beam
- connecting rod
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Abstract
Roof beam, post elasticity shock -resistant node component for assembly type structure for the connection that crosses of roof beam, post includes: there is the centerbody of three to six azimuth planes, corresponds the arc surface connection board of counting the flat spring steel between roof beam, post butt joint, centerbody and the butt joint of azimuth plane on the centerbody, the arc surface connection board be bow -shaped in roof beam, the ascending cross -section of axis of a cylinder, several arc surface connection boards along the peripheral beam forming settings of centerbody have overlap joint or grafting structure with roof beam, post butt joint in roof beam, the post butt joint. Setting up between centerbody and the butt joint by fixing connecting rod in the butt joint, fixing the deformation limiting mechanism that transfinites that the engaging lug on the centerbody azimuth plane is constituteed, the utility model discloses an actively the effect is: increase substantially the non - destruction of node elastic deformation's excursion, can more absorbed vibration energy, reduce the destructiveness of vibration coupled beam, post and beam column node, provide shock -resistant technical support for using the building in the service environment with vibration and potential vibration threat.
Description
Technical field
This utility model belongs to building field, and in particular to fabricated structure beam, post cross connecting elements.
Background technology
Assembled architecture, is the trend of construction industry development.To prevent damage of the natural disasters such as earthquake to building, cause
Life and property loss, and gradually increase serve high-tech building such as offshore oil (gas) well platform, nuclear energy exploitation
The forceful action of cyclomorphosis is received in base, emphasis scientific research and military base or has building for burst sharp pounding potential threat
Thing is built, the anti-seismic performance of building is most important.
Beam, Column border node in building, is different directions beam, post joint, is whole building the reason in structure
Thing resists the weakness of external force, and the survivability of node determines the survivability of whole building thing.In the past, assembled architecture
Beam, column node member anti-vibration destruction performance, more from improve component self-strength set about.Such as from high-strength material,
Increase the size of component, set up multiple occluding relation etc..Cause with material is more, complex structure, assembling is taken a lot of work, anti-seismic performance is difficult to take
Obtain breakthrough lifting.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture beam, post elastic anti-seismic node component, for beam, post
Cross connection, overcomes conventional building beam, Column border node lifting aforementioned deficiency present on anti-seismic performance.
Assembled architecture elastic anti-seismic beam of the present utility model, column node member include：There are three to six azimuth planes
Centrosome, the correspondence centrosome top beam of plane, post butt joint, the cambered surface of several pieces spring steels connects between centrosome and butt joint
Fishplate bar, the section of described cambered surface connecting plate in beam, axis of a cylinder upwards is arch, and several pieces cambered surface connecting plates are along centrosome periphery bunchy
Arrange, there is the overlap joint or connected structure docked with beam, post on beam, post butt joint.
For ease of manufacturing and constructing, and the circumference shape that people get used to is continued to use, on the centrosome in this utility model
Azimuth plane for square, using four plate shapes, equivalently-sized cambered surface connecting plate, four cambered surface connecting plates are in the side of centrosome
Square arrangement on plane, cambered surface connecting plate it is hunchbacked relatively close.
To lift cambered surface connecting plate and centrosome and the bonding strength for docking, in cambered surface connecting plate two ends and centrosome and right
Joint is welded with deep floor between bottom surface.
To prevent the cambered surface connecting plate between centrosome and butt joint from its deformation of transfiniting is made 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 being fixed on centrosome azimuth plane
Transfinite deformation limiting mechanism, there is rectangle pin-and-hole on connecting rod and engaging lug, with insertion engaging lug and the rectangle latch on connecting rod by
Heart body links together with connecting rod, and the pin-and-hole on connecting rod or engaging lug is the bar hole on connecting rod longitudinal direction.
Good effect of the present utility model is：Beam, the Column border node for being provided, due to adopting arc between centrosome and coupling
Face connecting plate, has increased considerably the elastically-deformable excursion of node non-demolition, and the more absorption vibrational energy of energy reduces vibration
Destructive power to beam, post and bean column node, improves the ability of building opposing external force invasion and attack, is to reduce because of the nature calamity such as earthquake
Life, property loss achieve technical progress caused by evil.It is using in the use threatened with vibration and potential vibration
Building in environment provides the technical support of antidetonation.
Description of the drawings
Fig. 1 is this utility model front view.
Fig. 2 is this utility model axonometric chart.
Fig. 3 is the deformation limiting mechanism figure that transfinites on one azimuth plane of this utility model centrosome.
Specific embodiment
Refering to Fig. 1, Fig. 2, assembled architecture elastic anti-seismic beam of the present utility model, Column border node include：Square shape
Centrosome 1, beam, four flat springs between post butt joint 3, centrosome 1 and butt joint 3 of six azimuth planes on correspondence centrosome
The cambered surface connecting plate 2 of steel, the section of described cambered surface connecting plate 2 in beam, axis of a cylinder upwards is arch, four plate shapes, size phase
With cambered surface connecting plate arrange along centrosome square azimuth plane periphery bunchy, cambered surface connecting plate it is hunchbacked relatively close.Beam, post
There is the overlap joint or connected structure docked with beam, post in butt joint 3.Cambered surface connecting plate two ends and centrosome and butt joint bottom surface it
Between be welded with deep floor.
Refering to Fig. 3, arrange between centrosome 1 and butt joint 3 by the connecting rod 4 being fixed in butt joint, be fixed on center
The deformation limiting mechanism that transfinites of the composition of engaging lug 5 on body azimuth plane, has rectangle pin-and-hole on connecting rod 4 and engaging lug 5, is connected with insertion
Rectangle latch 6 on lug and connecting rod links together centrosome 5 with connecting rod 4, the pin-and-hole on connecting rod 4 or engaging lug 5 be
Bar hole on the longitudinal direction of connecting rod 4.
Claims (4)
1. assembled architecture beam, post elastic anti-seismic node component, is characterized in that：Including：There is the center of three to six azimuth planes
Body, the correspondence centrosome top beam of plane, post butt joint, between centrosome and butt joint several pieces spring steels cambered surface connection
Plate, the section of described cambered surface connecting plate in beam, axis of a cylinder upwards is arch, and several pieces cambered surface connecting plates set along centrosome periphery bunchy
Put, there is the overlap joint or connected structure docked with beam, post on beam, post butt joint.
2. assembled architecture beam according to claim 1, post elastic anti-seismic node component, is characterized in that：On centrosome
Azimuth plane for 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 it is hunchbacked relatively close.
3. assembled architecture beam according to claim 1, post elastic anti-seismic node component, is characterized in that：Connect in cambered surface
Deep floor is welded between fishplate bar two ends and centrosome and butt joint bottom surface.
4. assembled architecture beam according to claim 1, post elastic anti-seismic node component, is characterized in that：In centrosome
Arrange and butt joint between by transfiniting that the connecting rod being fixed in butt joint, the engaging lug being fixed on centrosome azimuth plane are constituted
Deformation limiting mechanism, there is rectangle pin-and-hole on connecting rod and engaging lug, with insertion engaging lug and the rectangle latch on connecting rod by centrosome
Link together with connecting rod, the pin-and-hole on connecting rod or engaging lug is the bar hole on connecting rod longitudinal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053186.8U CN206090865U (en) | 2016-09-13 | 2016-09-13 | Roof beam, post elasticity shock -resistant node component for assembly type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053186.8U CN206090865U (en) | 2016-09-13 | 2016-09-13 | Roof beam, post elasticity shock -resistant node component for assembly type structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090865U true CN206090865U (en) | 2017-04-12 |
Family
ID=58475473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621053186.8U Active CN206090865U (en) | 2016-09-13 | 2016-09-13 | Roof beam, post elasticity shock -resistant node component for assembly type structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090865U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914613A (en) * | 2019-04-15 | 2019-06-21 | 国网河北省电力有限公司经济技术研究院 | Clapboard radius component, capability of diaphragm-through style beam-column joint and building |
| CN109930696A (en) * | 2019-04-17 | 2019-06-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of slide hinged node and slide hinged structure |
| CN115288305A (en) * | 2022-08-31 | 2022-11-04 | 西安建筑科技大学 | Box structure with hinged top beam |
-
2016
- 2016-09-13 CN CN201621053186.8U patent/CN206090865U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914613A (en) * | 2019-04-15 | 2019-06-21 | 国网河北省电力有限公司经济技术研究院 | Clapboard radius component, capability of diaphragm-through style beam-column joint and building |
| CN109914613B (en) * | 2019-04-15 | 2023-09-05 | 国网河北省电力有限公司经济技术研究院 | Partition through type node assembly, partition through type beam column node and building |
| CN109930696A (en) * | 2019-04-17 | 2019-06-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of slide hinged node and slide hinged structure |
| CN115288305A (en) * | 2022-08-31 | 2022-11-04 | 西安建筑科技大学 | Box structure with hinged top beam |
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