CN206707022U - Shock-absorption connecting structure - Google Patents
Shock-absorption connecting structure Download PDFInfo
- Publication number
- CN206707022U CN206707022U CN201720521488.1U CN201720521488U CN206707022U CN 206707022 U CN206707022 U CN 206707022U CN 201720521488 U CN201720521488 U CN 201720521488U CN 206707022 U CN206707022 U CN 206707022U
- Authority
- CN
- China
- Prior art keywords
- axis hole
- connecting plate
- pull bar
- shock
- steel pipe
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a kind of shock-absorption connecting structure, and it is arranged between steel pipe column and concrete frame, including：First connecting plate, it is arranged on the steel pipe column, and the first axis hole is provided with first connecting plate；Second connecting plate, it is arranged on the concrete frame, and the second axis hole is also provided with second connecting plate；And pull bar, its both ends are connected by bearing pin with the first axis hole and the second axis hole respectively.The utility model is unlikely to destroy building due to certain displacement occurs between the presence permission concrete frame and steel pipe column of articulated structure and rotates, and plays the effect of damping.
Description
Technical field
The technical field of construction is the utility model is related to, more specifically, is related to a kind of steel pipe column and concrete frame
Shock-absorption connecting structure between frame.
Background technology
Destruction of the building in earthquake is the disaster of earthquake most serious to caused by the mankind.To the shockproof requirements of building
It is one of most important factor in Architectural Structure Design.Destruction of the earthquake to building be because of the huge sole mass of building, then
As acceleration that earthquake is formed and caused by caused seismic force.Building frame, post beam, floor etc. construct, and are both that composition is anti-
A part for structure is shaken, and because the huge quality of itself turns into the destructive factor of formation seismic force in earthquake.In horizontal earthquake
In the presence of power, elevation location of the building frame where it is applied with the horizontal thrust of concentration, building frame to building
Frame and the structures such as post can occur it is violent rock, because building frame and post are integrated and between the two without emission levels thrust
Structure, so occur earthquake when concentrated force be easy to suddenly, instantaneously collide building produce destruction.
Utility model content
In view of the above problems, the purpose of this utility model is to provide a kind of shock-absorption connecting structure, to solve current concrete
Commonly the problem of easily being destroyed in earthquake is fixedly connected between framework and steel pipe column.
To achieve these goals, the utility model is realized by following technical scheme：
A kind of shock-absorption connecting structure, it is arranged between steel pipe column and concrete frame, including：
First connecting plate, it is arranged on the steel pipe column, and the first axis hole is provided with first connecting plate；
Second connecting plate, it is arranged on the concrete frame, and the second axis hole is also provided with second connecting plate；With
And
Pull bar, its both ends are connected by bearing pin with first axis hole and second axis hole respectively.
Preferably, first connecting plate is M shapes, and two joints of the first connecting plate are respectively arranged with described first
Axis hole, two second axis holes, first connecting plate and described second are also correspondingly provided with second connecting plate
Connecting plate is connected by two pull bars, and two pull bars are into V-shaped.
Preferably, the pull bar is I-shaped, including upper connecting rod, lower pull bar and connection upper connecting rod and lower pull bar is vertical
Pull bar, the side that head rod is provided with first axis hole are limited in the upper connecting rod and the lower pull bar by the bearing pin
Between, the side that the second connecting rod is provided with second axis hole is also limited in the upper connecting rod and the drop-down by the bearing pin
Between bar.
Preferably, head rod is provided with the side of first axis hole, the second connecting rod is provided with described second
The equal arc in two sides of the side and pull bar of axis hole.
Preferably, oscillating bearing, the axle of oscillating bearing are provided with the first connecting shaft hole and second axis hole
Hole is arranged concentrically with first axis hole and second axis hole.
The utility model comprises at least following beneficial effect：
(1) it is articulated and connected between pull bar of the present utility model and the first connecting plate and pull bar and the second connecting plate,
Therefore in earthquake, when concrete frame and steel pipe column shake, because the presence of articulated structure allows concrete frame
Certain displacement occurs between frame and steel pipe column and rotates and is unlikely to destroy building, plays the effect of damping；
(2) first connecting plates and the second connecting plate are connected by two pull bars, and two pull bars can so make into V-shaped
It must be connected between steel pipe column and concrete frame more reliable more firm；
Oscillating bearing is provided with (3) first connecting shaft holes and the second axis hole, is so easy to head rod in earthquake
It is subjected to displacement or rotates between pull bar and between the second connecting rod and pull bar.
Brief description of the drawings
By reference to the description below in conjunction with accompanying drawing, and with being more fully understood to of the present utility model, this reality
It will be more apparent and should be readily appreciated that with new other purposes and result.In the accompanying drawings：
Fig. 1 is structural representation of the present utility model.
Identical label indicates similar or corresponding feature or function in all of the figs.
Embodiment
Specific embodiment of the utility model is described in detail below with reference to accompanying drawing.
As shown in figure 1, a kind of shock-absorption connecting structure, it is arranged between steel pipe column 1 and concrete frame 2, including：
First connecting plate 30, it is arranged on steel pipe column 1, and the first axis hole is provided with the first connecting plate 1；
Second connecting plate 31, it is arranged on concrete frame 2, and the second axis hole is also provided with the second connecting plate 31；And
Pull bar 32, its both ends are connected by bearing pin with the first axis hole and the second axis hole respectively.
In the above-mentioned technical solutions, the first connecting plate 30 is arranged on steel pipe column 1, and first axle is provided with the first connecting plate
Hole；Second connecting plate 31 is arranged on concrete frame 2, and the second axis hole is also provided with the second connecting plate 31.The both ends of pull bar 32
Through hole is also equipped with, in one end of pull bar, bearing pin sequentially passes through the first axis hole and the side of pull bar 32 1 on the first connecting plate 30
On through hole, pull bar 32 and head rod 31 are hinged.In the other end of pull bar 32, bearing pin sequentially passes through the second connecting plate
The through hole on the second axis hole and the another side of pull bar 32 on 31, the connecting rod 31 of pull bar 32 and second is hinged.This structure
Setting, not only the bearing capacity part on concrete frame 2 is delivered on steel pipe column 1 by pull bar 32 so that steel pipe column 1
The stress on concrete frame 2 can be shared, so that evenly structure is more firm for the stress of building main body frame；And
Due also to be articulated and connected between the connecting plate 30 of pull bar 32 and first and the connecting plate 31 of pull bar 32 and second, therefore in earthquake
When, when concrete frame 2 and steel pipe column 1 shake, because the presence of articulated structure allows concrete frame 2 and steel pipe
Certain displacement occurs between post 1 and rotates and is unlikely to destroy building, plays the effect of damping.
In another technical solution, the first connecting plate 30 is M shapes, and two joints of the first connecting plate 30 are set respectively
There is the first axis hole, two the second axis holes, the first connecting plate 30 and the second connecting plate are also correspondingly provided with the second connecting plate 31
31 are connected by two pull bars 32, and two pull bars 32 are into V-shaped.The bottom of the first connecting plate of M shapes 30 is fixed on steel pipe column 1, M
There are two joints, each joint is provided with one first axis hole, the second connecting plate 31 on the top of the first connecting plate of shape 30
On be also just correspondingly provided with two the second axis holes, the first connecting plate 30 and the second connecting plate 31 need to connect by two pull bars 32
Connect, into V-shaped, the attachment structure of such V-shaped can to connect between steel pipe column 1 and concrete frame 2 more may be used two pull bars
By more firm.
In another technical solution, pull bar 32 is I-shaped, and it includes upper connecting rod 320, lower pull bar 321 and connection pull-up
The vertical pull bar 322 of bar 320 and lower pull bar 321, the side that head rod 30 is provided with the first axis hole are limited in by bearing pin
Between pull bar 320 and lower pull bar 321, the side that the second connecting rod 31 is provided with the second axis hole is also limited in upper connecting rod by bearing pin
Between 320 and lower pull bar 321.Two sides of upper connecting rod 320 and lower pull bar 321 are respectively provided with the through hole being arranged concentrically, in pull bar 32
One end, bearing pin sequentially pass through the through hole of the through hole of the side of upper connecting rod 320 1, the first axis hole and the side of lower pull bar 321 1 with
Pull bar 32 and head rod 30 are hinged, and bearing pin by head rod 30 be limited in upper connecting rod 320 and lower pull bar 321 it
Between.The both ends of the bearing pin form firm articulated structure with bearing pin cover locking again.In the other end of pull bar 32, bearing pin is worn successively
The through hole of the through hole of the another side of upper connecting rod 320, the second axis hole and the another side of lower pull bar 321 is crossed with by pull bar 32 and second
Connecting rod 31 is be hinged, and the second connecting rod 31 is limited between upper connecting rod 320 and lower pull bar 321 by bearing pin, then in the bearing pin
Both ends bearing pin cover locking forms firm articulated structure.
In another technical solution, head rod 30 is provided with the side of the first axis hole, the second connecting rod 31 is set
There is the equal arc in two sides of the side and pull bar 32 of the second axis hole, the design of arcuate structure causes in earthquake, the first connection
When being subjected to displacement or rotate between bar 30 and pull bar 32 and between the second connecting rod 31 and pull bar 32, the area that it is overlapped is not
Become, too big change will not occur for the bearing capacity that such steel pipe column is shared.
In another technical solution, oscillating bearing is provided with the first connecting shaft hole and the second axis hole, oscillating bearing
Axis hole is arranged concentrically with the first axis hole and the second axis hole, be so easy in earthquake between head rod 30 and pull bar 32 and
Rotated between second connecting rod 31 and pull bar 32 so as to which damping be better achieved.
Described in an illustrative manner according to shock-absorption connecting structure of the present utility model above with reference to accompanying drawing.But this area
It will be appreciated by the skilled person that the shock-absorption connecting structure proposed for above-mentioned the utility model, can also not depart from this practicality
Various improvement are made on the basis of new content.Therefore, the scope of protection of the utility model should be by appended claims
Content determine.
Claims (5)
1. a kind of shock-absorption connecting structure, it is arranged between steel pipe column and concrete frame, it is characterised in that including：
First connecting plate, it is arranged on the steel pipe column, and the first axis hole is provided with first connecting plate；
Second connecting plate, it is arranged on the concrete frame, and the second axis hole is also provided with second connecting plate；And
Pull bar, its both ends are connected by bearing pin with first axis hole and second axis hole respectively.
2. shock-absorption connecting structure as claimed in claim 1, it is characterised in that first connecting plate is M shapes, the first connecting plate
Two joints be respectively arranged with first axis hole, two described second are also correspondingly provided with second connecting plate
Axis hole, first connecting plate and second connecting plate are connected by two pull bars, and two pull bars are into V-shaped.
3. shock-absorption connecting structure as claimed in claim 1, it is characterised in that the pull bar to be I-shaped, including upper connecting rod, under
Pull bar and the vertical pull bar of connection upper connecting rod and lower pull bar, head rod are provided with the side of first axis hole by the pin
Axle is limited between the upper connecting rod and the lower pull bar, and the side that the second connecting rod is provided with second axis hole is also described
Bearing pin is limited between the upper connecting rod and the lower pull bar.
4. shock-absorption connecting structure as claimed in claim 3, it is characterised in that head rod is provided with first axis hole
Side, the second connecting rod are provided with the equal arc in two sides of the side and pull bar of second axis hole.
5. shock-absorption connecting structure as claimed in claim 3, it is characterised in that on the first connecting shaft hole and second axis hole
Oscillating bearing is provided with, the axis hole of oscillating bearing is arranged concentrically with the first axis hole and the second axis hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720521488.1U CN206707022U (en) | 2017-05-11 | 2017-05-11 | Shock-absorption connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720521488.1U CN206707022U (en) | 2017-05-11 | 2017-05-11 | Shock-absorption connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206707022U true CN206707022U (en) | 2017-12-05 |
Family
ID=60465853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720521488.1U Expired - Fee Related CN206707022U (en) | 2017-05-11 | 2017-05-11 | Shock-absorption connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206707022U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277888A (en) * | 2018-04-10 | 2018-07-13 | 苏州宾姆金属科技有限公司 | A kind of novel flexible antidetonation connector |
-
2017
- 2017-05-11 CN CN201720521488.1U patent/CN206707022U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277888A (en) * | 2018-04-10 | 2018-07-13 | 苏州宾姆金属科技有限公司 | A kind of novel flexible antidetonation connector |
| CN108277888B (en) * | 2018-04-10 | 2024-05-14 | 苏州宾姆金属科技有限公司 | Novel flexible anti-seismic connecting piece |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207919763U (en) | Assembled self- recoverage circular steel tube concrete combined joint | |
| CN105672493B (en) | A kind of marmem web friction Self-resetting Column Joint | |
| CN103243819B (en) | Assembly concrete post-girder steel energy-dissipating type nodal connection device | |
| CN103669570B (en) | A kind of novel shake easily repairs steel hetermorphiscal column-prestressing force center support afterwards | |
| CN103243836B (en) | Steel plate-steel support combined lateral force resisting member and beam column structure applying same | |
| CN110359633A (en) | A kind of concrete foot joint of the replaceable energy consumption connection component containing high ductility | |
| Dai et al. | Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquake | |
| CN103362210A (en) | Prestress assembly frame structure | |
| CN205917903U (en) | Removable beam column node earthquake damage controlling means | |
| CN102587538B (en) | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams | |
| CN205804626U (en) | Set up the steel construction ancient building twin beams post damping node of Effects of Viscous Fluid Damper | |
| CN206616706U (en) | A kind of column with variable cross-sections girder connection plastic hinge | |
| CN108915079A (en) | A kind of novel earthquake-resistant house | |
| CN205935236U (en) | From square steel tube concrete frame column base node that restores to throne | |
| CN110258786A (en) | A kind of full assembly concrete beam-concrete column-bracing members combination connecting node | |
| CN206707022U (en) | Shock-absorption connecting structure | |
| CN207453080U (en) | A kind of semi-girder truss and Frame-Shear wall | |
| CN108756004A (en) | A kind of exposed steel kind design of double surrender mechanism and its construction method | |
| CN206800712U (en) | A kind of power consumption assembled combined steel plate shearing force wall of strip connecting plate | |
| CN206545292U (en) | A kind of high-rise construction earthquake resistance framework | |
| CN211816909U (en) | Assembled swing column system with external connecting piece | |
| CN106703248B (en) | Two benches power consumption sealing node damper | |
| CN106894506A (en) | A kind of large span can breathing structure system | |
| CN111021530A (en) | Assembled swing column system with external connecting piece | |
| CN206971870U (en) | The energy dissipation brace device of replaceable framework |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171205 Termination date: 20210511 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |