CN208251308U - A kind of vestibule sliding connection structure - Google Patents
A kind of vestibule sliding connection structure Download PDFInfo
- Publication number
- CN208251308U CN208251308U CN201820730961.1U CN201820730961U CN208251308U CN 208251308 U CN208251308 U CN 208251308U CN 201820730961 U CN201820730961 U CN 201820730961U CN 208251308 U CN208251308 U CN 208251308U
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- base station
- support base
- vestibule
- connection structure
- sliding connection
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Abstract
The utility model relates to a kind of vestibule sliding connection structures, belong to building connection structure technical field, drip irrigation device: including the high building bracket being mounted on high building；The detachable base station on the high building bracket；With the support base of the detachable assembly of the base station；And, one end and the support column that vestibule girder steel mutually assembles, the other end and support base mutually assemble, the base station offers the accommodating chamber for accommodating support base, it is equipped with the Buffer Unit for being buffered to the support base in the accommodating chamber, the limit assembly for limiting Buffer Unit movement is additionally provided on the base station.The connection structure of the utility model when in use, can enhance the stability of vestibule girder steel, destroy and lose to vestibule girder steel bring to mitigate earthquake.
Description
Technical field
The utility model relates to building connection structure technical field more particularly to a kind of vestibule sliding connection structures.
Background technique
Currently, in construction projects, vestibule can be usually set up between high building, vestibule is the connection between building and building
Channel, on the one hand for the requirement of building structure moulding, on the other hand it can be convenient the connection between two high buildings.
In the actual construction process, vestibule girder steel is set up usually between the high building of building, vestibule girder steel passes through steel
Column is assembled together with the support on high building bracket, but the junction meeting in earthquake, between vestibule girder steel and high building bracket
The case where in the presence of shaking, usually deformation ratio is larger, be easy to cause the collapsing of vestibule, in this case, remain to be further improved.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of vestibule sliding connection structure,
The stability of vestibule girder steel can be enhanced, destroy and lose to vestibule girder steel bring to mitigate earthquake.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of vestibule sliding connection structure, comprising: the high building bracket being mounted on high building；It is detachable in the high building ox
Base station on leg；With the support base of the detachable assembly of the base station；And one end is mutually assembled with vestibule girder steel, the other end with
The support column that support base mutually assembles, the base station offer the accommodating chamber for accommodating support base, are equipped with and use in the accommodating chamber
In be additionally provided on the Buffer Unit buffered to the support base, the base station for limit Buffer Unit movement limit group
Part.
By adopting the above technical scheme, detachable base station can be convenient the installation and removal of base station, and be provided with base station
On accommodating chamber, can cooperate with support base, when earthquake, the Buffer Unit of setting support base can be played buffering with
The stability of support base and vestibule girder steel can be enhanced in the effect of damping, brings so as to mitigate earthquake to vestibule girder steel
Damage degree, to reduce loss.
The utility model is further arranged: the Buffer Unit includes: the cavity being provided on the receiving cavity wall；
Activity is accommodated in the movable plate in the cavity；And for driving the movable plate separate or close in the cavity
The compressed spring of support base.
By adopting the above technical scheme, after support base is accommodated in accommodating chamber, limit assembly can be released to movable plate
Limitation, at this point, compressed spring can automatically drive the outer wall of movable plate and support base inconsistent always, to be formed to support base
The effect of buffering and damping.
The utility model is further arranged: the limit assembly include: one end mutually assembled with movable plate inner end, the other end
It is pierced by the activity bar of base station；And slidingtype is connected to the inserted link on base station outer end face along the vertical direction, opens in the activity bar
Equipped with the jack to match with inserted link.
It by adopting the above technical scheme, can pulling activity outward when needing is separated from each other movable plate and support base
Item so that the jack in activity bar is corresponding with the position of inserted link, then slides inserted link, so that in inserted link insertion jack, thus will
Activity bar limits, and then limits movable plate, this structure operation is simple, it is easy to accomplish.
The utility model is further arranged: the limit assembly include: one end mutually assembled with movable plate inner end, the other end
It is pierced by the chain of base station；It is fixed on the hook of chain traversing through end；And it is mounted on the hook to match on base station outer wall with hook
Ring.
By adopting the above technical scheme, when needing to dismantle support base, chain-driving movable plate and support base point can be pulled
From so that shackle and hook are mutually hooked and are closed, so as to facilitate the disassembly of support base；It, can when releasing the limitation to movable plate
It is taken away from shackle with that will link up with, at this point, compressed spring can utilize the restoring force of itself, automatically drives movable plate and support base
Outer wall it is inconsistent.
The utility model is further arranged: the movable plate is equipped with buffer layer close to the end face of support base.
By adopting the above technical scheme, the buffer layer of setting, itself has certain elasticity, and in earthquake, buffer layer can
It cooperates with compressed spring, further plays the role of double buffering damping to support base.
The utility model is further arranged: the support base outer wall is equipped with the inner recess mutually chimeric with movable plate.
By adopting the above technical scheme, the inner recess of setting is capable of increasing the contact area with movable plate so that movable plate with
Support base is even closer to fit together, and then increases the stability of support base.
The utility model is further arranged: the base station bottom outer wall is fixed with multiple mounting blocks, opens on the mounting blocks
Equipped with bar shaped port, multiple positioning columns across bar shaped port, the positioning styletable are fixed on the high building bracket loading end
Portion is threaded with nut.
By adopting the above technical scheme, when needing to assemble base station, positioning column and mounting blocks can be made to cooperate, then revolve
Base station can be fixed on high building bracket by turn nut, and the bar shaped port being arranged, then can be according to actual needs to base station position
It sets and is adjusted.
The utility model is further arranged: flexible cushion block is equipped between the mounting blocks and high building bracket.
By adopting the above technical scheme, the cushion block of setting, itself have elasticity, can very closely with high building bracket and peace
Dress block is bonded to each other, so as to increase the stiction between mounting blocks and high building bracket, so that base station is more firm.
In conclusion the utility model has the following beneficial effects:
By setting Buffer Unit and limit assembly, release limitation of the limit assembly to Buffer Unit, in earthquake or
When high building bracket shakes, Buffer Unit can play certain buffering and cushioning effect to support base, can mitigate earthquake or rolling
It moves and is destroyed to vestibule girder steel bring；
By opening up bar shaped port on mounting blocks, the position of base station can be adjusted according to the actual situation so that base station with
The position of vestibule girder steel is corresponding, and increased cushion block, cushion block can increase the stiction between mounting blocks and high building bracket,
So that the two fixation is stronger.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment 1
Fig. 2 is the structural schematic diagram of high building bracket and base station in the utility model embodiment 1；
Fig. 3 is the cross-sectional view of base station in the utility model embodiment 1；
Fig. 4 is the enlarged drawing that A goes out in Fig. 2；
Fig. 5 is the positional diagram of chain and movable plate in the utility model embodiment 2.
Appended drawing reference: 1, high building bracket；2, base station；3, support base；4, support column；5, cavity；51, movable plate；52, it compresses
Spring；53, activity bar；54, inserted link；6, chain；61, it links up with；62, shackle；7, buffer layer；8, cushion block；9, mounting blocks；91, item
Shape port；92, positioning column；93, nut.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification made to the present embodiment and do not create contribution after reading this specification, but only
It will be in the scope of the claims of the utility model all by the protection of Patent Law.
The present embodiment: a kind of vestibule sliding connection structure, as depicted in figs. 1 and 2, including the high building ox being fixed on high building
Leg 1；The base station 2 being removably mounted on high building bracket 1；And it is removably mounted to the support base 3 in base station 2, it is propping up
It supports and is fixed with support column 4 on the loading end of seat 3, support column 4 is for carrying vestibule girder steel.
As shown in Figures 2 and 3, the accommodating chamber for accommodating support base 3, the major part of support base 3 are offered in base station 2
It can be contained in accommodating chamber, the Buffer Unit for carrying out buffering with damping to support base 3, and base are provided in accommodating chamber
Limit assembly is also set up on platform 2, limit assembly can limit the movement of Buffer Unit.
In the present embodiment, Buffer Unit includes: the cavity 5 for being provided with and accommodating on cavity wall；Activity is accommodated in cavity 5
Movable plate 51；And the compression bullet that one end is connected with the inner end of movable plate 51, the other end is connected with the bottom wall of cavity 5
Spring 52.
Wherein, limit assembly includes: that one end is mutually assembled with 51 inner end of movable plate, the other end is pierced by the activity bar 53 of base station 2；
And slidingtype is connected to the inserted link 54 on 2 outer end face of base station along the vertical direction, in addition, offering and inserting in activity bar 53
The jack that bar 54 matches.
It, can be with upward sliding inserted link 54, so that inserting on inserted link 54 and activity bar 53 after support base 3 is in accommodating chamber
Hole mutually separates, at this point, compressed spring 52 will utilize the elastic force of itself, automatic driving movable plate 51 is outer with support base 3
Wall is in contact, and when an earthquake occurs, compressed spring 52 drives movable plate 51 that will form certain buffering and damping to support base 3
Effect, so as to reduce earthquake damage degree caused by vestibule girder steel.
Wherein, being sticked in movable plate 51 close to the end face of support base 3 has buffer layer 7, and in the present embodiment, buffer layer 7 is
Flexible rubber slab, rubber slab itself have certain elasticity, can be with compressed spring 52 together phase interworking in earthquake
It closes, double buffering damping can be played the role of to support base 3.In addition, the outer wall in support base 3 is also equipped with and movable plate 51
Mutually chimeric inner recess, inner recess is capable of increasing the contact area with movable plate 51, so that movable plate 51 more steps up with support base 3
Close fits together, and then increases the stability of support base 3.
As shown in figure 4, being fixed with multiple mounting blocks 9 in 2 bottom outer wall of base station, the section of mounting blocks 9 is L-shaped, and installs
It is also provided with bar shaped port 91 on block 9, and is fixed with what multiple and bar shaped port 91 matched on the loading end of high building bracket 1
Positioning column 92, and the end thread of positioning column 92 is connected with nut 93.
When needing to assemble base station 2, positioning column 92 first can be directed at the bar shaped port 91 on mounting blocks 9, and be pierced by item
Shape port 91, then rotating nuts 93, so that it may very easily base station 2 is fixed on high building bracket 1；Meanwhile when needing to move
When the position of base station 2, nut 93 can be back-outed, the position of movable drill base 2, behind the position of good base station 2 to be determined, then tightening nut
93, base station 2 can be fixed on high building bracket 1.
Embodiment 2: as shown in figure 5, difference from example 1 is that the difference of limit assembly, in the present embodiment,
Limit assembly includes: that one end is mutually assembled with 51 inner end of movable plate, the other end is pierced by the chain 6 of base station 2；Chain 6 is fixed on to be pierced by
The hook 61 of one end；And it is mounted on several shackles 62 to match on 2 outer wall of base station with hook 61.
When needing to dismantle support base 3, it can pull chain 6 that movable plate 51 is driven to separate with support base 3, then 61 will be linked up with
It mutually hooks and closes with shackle 62, at this point, can easily pick up support base 3 from accommodating chamber；When needs are released to movable plate
When 51 limitation, hook 61 can be taken away from shackle 62, at this point, compressed spring 52 will utilize the restoring force of itself, from
Dynamic driving movable plate 51 and the outer wall of support base 3 are inconsistent.
Claims (8)
1. a kind of vestibule sliding connection structure characterized by comprising the high building bracket (1) being mounted on high building；
The detachable base station (2) on the high building bracket (1)；
With the support base (3) of the base station (2) detachable assembly；And
The support column (4) that one end is mutually assembled with vestibule girder steel, the other end and support base (3) mutually assemble, the base station (2) offer
For accommodating the accommodating chamber of support base (3), the buffering group for being buffered to the support base (3) is equipped in the accommodating chamber
Part is additionally provided with the limit assembly for limiting Buffer Unit movement on the base station (2).
2. a kind of vestibule sliding connection structure according to claim 1, which is characterized in that the Buffer Unit includes: out
The cavity (5) being located on the receiving cavity wall；Activity is accommodated in the movable plate (51) in the cavity (5)；And it is set to institute
It states in cavity (5) for driving the movable plate (51) separate or compressed spring (52) close to support base (3).
3. a kind of vestibule sliding connection structure according to claim 1, which is characterized in that the limit assembly includes: one
End is mutually assembled with movable plate (51) inner end, the other end is pierced by the activity bars (53) of base station (2)；And slidingtype along the vertical direction
The inserted link (54) being connected on base station (2) outer end face offers the jack to match with inserted link (54) on the activity bar (53).
4. a kind of vestibule sliding connection structure according to claim 1, which is characterized in that the limit assembly includes: one
End is mutually assembled with movable plate (51) inner end, the other end is pierced by the chains (6) of base station (2)；It is fixed on the hook of chain (6) traversing through end
(61)；And it is mounted on the shackle (62) to match on base station (2) outer wall with hook (61).
5. a kind of vestibule sliding connection structure according to claim 2, which is characterized in that the movable plate (51) is close to branch
The end face for supportting seat (3) is equipped with buffer layer (7).
6. a kind of vestibule sliding connection structure according to claim 1, which is characterized in that support base (3) the outer wall ring
Equipped with the inner recess mutually chimeric with movable plate (51).
7. a kind of vestibule sliding connection structure according to claim 1, which is characterized in that base station (2) bottom outer wall
It is fixed with multiple mounting blocks (9), is offered bar shaped port (91) on the mounting blocks (9), on high building bracket (1) loading end
Multiple positioning columns (92) across bar shaped port (91) are fixed with, positioning column (92) end thread is connected with nut (93).
8. a kind of vestibule sliding connection structure according to claim 7, which is characterized in that the mounting blocks (9) and high building
Flexible cushion block (8) are equipped between bracket (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820730961.1U CN208251308U (en) | 2018-05-16 | 2018-05-16 | A kind of vestibule sliding connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820730961.1U CN208251308U (en) | 2018-05-16 | 2018-05-16 | A kind of vestibule sliding connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251308U true CN208251308U (en) | 2018-12-18 |
Family
ID=66480688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820730961.1U Active CN208251308U (en) | 2018-05-16 | 2018-05-16 | A kind of vestibule sliding connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251308U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282472A (en) * | 2020-10-23 | 2021-01-29 | 安徽四建控股集团有限公司 | Concrete beam column's of high shock resistance connected node |
| CN113309218A (en) * | 2021-06-04 | 2021-08-27 | 陕西超艺实业有限公司 | Steel construction vestibule between concrete building |
-
2018
- 2018-05-16 CN CN201820730961.1U patent/CN208251308U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282472A (en) * | 2020-10-23 | 2021-01-29 | 安徽四建控股集团有限公司 | Concrete beam column's of high shock resistance connected node |
| CN112282472B (en) * | 2020-10-23 | 2022-02-08 | 安徽四建控股集团有限公司 | Concrete beam column's of high shock resistance connected node |
| CN113309218A (en) * | 2021-06-04 | 2021-08-27 | 陕西超艺实业有限公司 | Steel construction vestibule between concrete building |
| CN113309218B (en) * | 2021-06-04 | 2023-12-08 | 陕西超艺实业有限公司 | Steel construction vestibule between concrete building |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 601a, building B2, East Industrial Zone, Huaqiaocheng, Nanshan District, Shenzhen, Guangdong 518000 Patentee after: Shenzhen Motai architectural design and Consulting Co.,Ltd. Address before: 601a, building B2, East Industrial Zone, Huaqiaocheng, Nanshan District, Shenzhen, Guangdong 518000 Patentee before: SHENZHEN MOTAI ARCHITECTURAL DESIGN AND CONSULTING Co.,Ltd. |