CN206090829U - Roof beam, post shock -resistant node component that bow -shaped slat is constituteed - Google Patents
Roof beam, post shock -resistant node component that bow -shaped slat is constituteed Download PDFInfo
- Publication number
- CN206090829U CN206090829U CN201621053190.4U CN201621053190U CN206090829U CN 206090829 U CN206090829 U CN 206090829U CN 201621053190 U CN201621053190 U CN 201621053190U CN 206090829 U CN206090829 U CN 206090829U
- Authority
- CN
- China
- Prior art keywords
- arch
- batten
- flat plate
- node component
- plate section
- 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.)
- Withdrawn - After Issue
Links
- 230000035939 shock Effects 0.000 title claims abstract description 11
- 230000003139 buffering effect Effects 0.000 claims abstract description 6
- 210000003793 centrosome Anatomy 0.000 claims description 11
- 210000001503 joint Anatomy 0.000 claims description 7
- 238000013016 damping Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 238000003032 molecular docking Methods 0.000 claims 1
- 230000005489 elastic deformation Effects 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 230000006378 damage Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009189 diving Effects 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Roof beam, post shock -resistant node component that bow -shaped slat is constituteed for the connection that crosses of roof beam, post includes: the three -dimensional that is made up by 12 shapes, measure -alike bow -shaped slat is six to node member, the two -dimentional quadriversal node member who makes up by four shapes, measure -alike bow -shaped slat, the plane three -dimensional node member who makes up by three shapes, measure -alike bow -shaped slat, bow -shaped slat both ends respectively have one section dull and stereotyped section, the rectangular cylinder of the component circular arc part conduct shock attenuation buffering portion between as roof beam, the dull and stereotyped section in the bow -shaped strip shaped plate both ends of stake pocket interface. The utility model discloses an actively the effect is: elastic deformation volume is big, can be more inhale vibration energy, anti energy of rupture reinforce. And simple structure, easily manufacturing, low in production cost threatens the building under the service environment to provide shock -resistant technical support for serving with vibration and potential vibration.
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 building industry.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 Development Base,
The forceful action that cyclomorphosis is received in emphasis scientific research and military base or the building for having burst sharp pounding potential threat,
The anti-seismic performance of building becomes focus technology problem.
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 beam, the post shock-resistant node component of arch batten composition, for beam, post
Cross connection, the elastic deformation using node component in larger size range, buffering, decay Extraneous vibrations, overcomes existing skill
Seismic Behavior above shortcomings are lifted in art.
Shock-resistant node component of the present utility model includes：
From 12 plate shapes, equivalently-sized arch bar-plate combination into three-dimensional six to node component；
By four plate shapes, equivalently-sized arch bar-plate combination into two-dimentional four-way node component；
By three plate shapes, equivalently-sized arch bar-plate combination into plane three-dimensional node component；
Respectively there is one section of flat plate section at described arch batten two ends, for three-dimensional six to two-dimentional four-way node component in
The flat plate section at arch batten two ends is mutually perpendicular to, and the flat plate section for the arch batten two ends in plane three-dimensional node component is mutual
Into hexagonal angle；
Three-dimensional six in node component, and the flat plate section of 12 arch battens surrounds square tube and seam flat plate section is mutual
Butt joint edge；
In two-dimentional four-way node component, during four arch battens are generally aligned in the same plane, the flat plate section phase of adjacent segmental batten
It is right, separately there is the flat plate section two that relative arch batten two ends are located at the flat board segment length identical flat board connecting plate on arch batten
Side, with the flat plate section at arch batten two ends the butt joint edge that rectangular cylinder and seam are won in succession with cambered plate flat plate section is surrounded；
In plane three-dimensional node component, the flat plate section of adjacent segmental batten is relative, separately has and the flat plate section on arch batten
Length identical flat board connecting plate is located at the flat plate section both sides at relative arch batten two ends, encloses with the flat plate section at arch batten two ends
The butt joint edge that rectangular cylinder and seam are won in succession with cambered plate flat plate section；
The rectangular cylinder being made up of the flat plate section on arch batten is used as beam, post interface or the coupling docked with beam, post
Socket.Circular arc portion between the flat plate section of arch stripe board two ends is used as damping, buffering portion.
For the stress in uniform node component damping, buffering portion, the circular arc portion in described damping, buffering portion is four parts of positive round
One of circumference.
For prevent by larger vibration power when, the cambered surface intersection force localization of adjacent segmental batten and tear weld seam,
The cambered surface intersection weld reinforcement cornerite of adjacent segmental batten.
To prevent node from transfiniting in sharp pounding deformation, install in the node inner chamber that arch batten is surrounded by being fixed on
The collecting to core (or bar) of each seam connect the deformation quantity constituted to the centrosome of core and limit mechanism, it is described to core
There is rectangle pin-and-hole with the connection end of centrosome, described centrosome connects towards there is paired engaging lug in the orientation of core
There is rectangle pin-and-hole on ear, company will be collected to core with the latch of wide square-section with to the rectangular opening on core and engaging lug
It is connected on centrosome, at least one 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：The node component that shell fragment is crowded around, elastic deformation amount is big, the more suction of energy
Receipts, decay failure energy, survivability is strong.And simple structure, good manufacturability, easily fabricated, low production cost.It is aided with shape
Variable limits mechanism, prevents the super deformed destruction of node, and improves the ultimate strength of node.To serve with vibration and diving
Building in the case where vibration threatens use environment provides the technical support of antidetonation.
Description of the drawings
Fig. 1 is the arc-shaped bend batten front view used in this utility model.
Fig. 2 is in this utility model three-dimensional six to node component front sectional view.
Fig. 3 is in this utility model three-dimensional six to node component axonometric drawing.
Fig. 4 is the two-dimentional four-way node component axonometric drawing of connecting plate used in this utility model.
Fig. 5 is the plane three-dimensional node component front view of connecting plate used in this utility model.
Fig. 6 is that deformation quantity limits mechanism's overall structure figure in this utility model.
Specific embodiment
Embodiment one
Refering to Fig. 1, Fig. 2, Fig. 3, of the present utility model three-dimensional six include to node component：By 12 same shapes, phases
Crowd around with the batten 1 of the arc-shaped bend of size and form；There is one section of arcuate curvature at the middle part of described arc-shaped bend batten 1, and two
Respectively there is one section of flat plate section at end, and two sections of flat plate sections on same arc-shaped bend batten are mutually perpendicular to, in the same direction four sections of adjacent flat plate sections
Surround square tube and be welded to connect in joint.In the cambered surface intersection weld reinforcement cornerite 2 of adjacent segmental batten.
Refering to Fig. 6, install in the node inner chamber that arch batten is surrounded from be fixed on each flat plate section surround at square tube to
Core 3 collects and connects the deformation quantity constituted to the centrosome 4 of core 3 and limit mechanism, described to core 3 and the company of centrosome 4
Connecing end has rectangle pin-and-hole, and described centrosome 4 has paired engaging lug 5 towards in the orientation to core, there is rectangle on engaging lug
Pin-and-hole, the center of being connected to will be collected with to the rectangular opening on core and engaging lug with the latch 6 of wide square-section to core
On body, pin-and-hole of at least one being connected per group on connecting rod or engaging lug is the bar hole on connecting rod longitudinal direction.
Embodiment two
Refering to Fig. 4, by the flat plate section on same shape, four arch battens 1 of same size and eight and arch batten
Equivalently-sized connecting plate 7 constitutes two-dimentional four-way elastic panel nodes component, and arch batten 1 therein surrounds cross, facing each other
Connect the butt joint edge that connecting plate 7 and welding are won in succession with flat plate section between flat plate section.Weld in the cambered surface intersection of adjacent segmental batten
Reinforcement cornerite 2.
Embodiment three
Refering to Fig. 5, by the flat plate section on same shape, three arch battens 1 of same size and six and arch batten
The equivalently-sized composition of connecting plate 7 plane three-dimensional elastic panel nodes component, arch batten 1 therein surrounds the three-dimensional of respectively circumference, and two
Connect the butt joint edge that connecting plate 7 and welding are won in succession with flat plate section between two relative flat plate sections.Hand in the cambered surface of adjacent segmental batten
Weld reinforcement cornerite 2 at remittance.
Claims (4)
1. beam, the post shock-resistant node component of arch batten composition, is characterized in that：Including
From 12 plate shapes, equivalently-sized arch bar-plate combination into three-dimensional six to node component；
By four plate shapes, equivalently-sized arch bar-plate combination into two-dimentional four-way node component；
By three plate shapes, equivalently-sized arch bar-plate combination into plane three-dimensional node component；
Respectively there is one section of flat plate section at described arch batten two ends, for three-dimensional six to two-dimentional four-way node component in arch bar
The flat plate section at plate two ends is mutually perpendicular to, and the flat plate section for the arch batten two ends in plane three-dimensional node component is in 120 °
Angle；
Three-dimensional six in node component, and the flat plate section of 12 arch battens surrounds square tube and the mutual docking of seam flat plate section
Side；
In two-dimentional four-way node component, during four arch battens are generally aligned in the same plane, the flat plate section of adjacent segmental batten is relative, separately
There are the flat plate section both sides that relative arch batten two ends are located at the flat board segment length identical flat board connecting plate on arch batten, with
The flat plate section at arch batten two ends surrounds the butt joint edge that rectangular cylinder and seam are won in succession with cambered plate flat plate section；
In plane three-dimensional node component, the flat plate section of adjacent segmental batten is relative, separately has and the flat board segment length on arch batten
Identical flat board connecting plate is located at the flat plate section both sides at relative arch batten two ends, and with the flat plate section at arch batten two ends square is surrounded
The butt joint edge that shape cylinder and seam are won in succession with cambered plate flat plate section；
The rectangular cylinder being made up of the flat plate section on arch batten as beam, post interface or the coupling socket docked with beam, post,
Circular arc portion between the flat plate section of arch stripe board two ends is used as damping, buffering portion.
2. beam, the post shock-resistant node component of arch batten composition according to claim 1, is characterized in that：Described damping
The circular arc portion of buffer part is one of four parts circumference of positive round.
3. beam, the post shock-resistant node component of arch batten composition according to claim 1, is characterized in that：In adjacent segmental
The cambered surface intersection weld reinforcement cornerite of batten.
4. beam, the post shock-resistant node component of arch batten composition according to claim 1, is characterized in that：In arch batten
Install in the node component inner chamber for surrounding from be fixed on each seam to core, collect to connect and constitute to the centrosome of core
Deformation quantity limits mechanism, and there are rectangle or bar shaped pin hole, described centrosome direction in the described connection end to core and centrosome
Have paired engaging lug in the orientation of core, there is bar shaped or rectangle pin-and-hole on engaging lug, with core and engaging lug
Rectangular opening, bar hole with wide square-section latch by it is each collect to core be connected on centrosome, at least one is even
Pin-and-hole on bar or engaging lug is the bar hole on connecting rod longitudinal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053190.4U CN206090829U (en) | 2016-09-13 | 2016-09-13 | Roof beam, post shock -resistant node component that bow -shaped slat is constituteed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621053190.4U CN206090829U (en) | 2016-09-13 | 2016-09-13 | Roof beam, post shock -resistant node component that bow -shaped slat is constituteed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090829U true CN206090829U (en) | 2017-04-12 |
Family
ID=58476567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621053190.4U Withdrawn - After Issue CN206090829U (en) | 2016-09-13 | 2016-09-13 | Roof beam, post shock -resistant node component that bow -shaped slat is constituteed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090829U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193296A (en) * | 2016-09-13 | 2016-12-07 | 罗大威 | The beam of arch batten composition, post shock-resistant node component |
| CN110984379A (en) * | 2019-12-25 | 2020-04-10 | 朱爱祥 | Assembled steel construction building |
| CN112166220A (en) * | 2018-03-06 | 2021-01-01 | Pr许可有限责任公司 | Spacer for fixing to a building element for maintaining a relative distance to another building element and for limiting movement around a position relative to another building element |
-
2016
- 2016-09-13 CN CN201621053190.4U patent/CN206090829U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193296A (en) * | 2016-09-13 | 2016-12-07 | 罗大威 | The beam of arch batten composition, post shock-resistant node component |
| CN106193296B (en) * | 2016-09-13 | 2024-03-19 | 罗大威 | Beam and column anti-seismic node member composed of arched battens |
| CN112166220A (en) * | 2018-03-06 | 2021-01-01 | Pr许可有限责任公司 | Spacer for fixing to a building element for maintaining a relative distance to another building element and for limiting movement around a position relative to another building element |
| CN112166220B (en) * | 2018-03-06 | 2023-01-31 | Pr许可有限责任公司 | Spacer for fixing to a building element |
| CN110984379A (en) * | 2019-12-25 | 2020-04-10 | 朱爱祥 | Assembled steel construction building |
| CN110984379B (en) * | 2019-12-25 | 2021-06-04 | 杭州天晟建设有限公司 | Assembled steel construction building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170412 Effective date of abandoning: 20240319 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20170412 Effective date of abandoning: 20240319 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |