CN206205222U - A kind of building curtain wall supporting construction - Google Patents
A kind of building curtain wall supporting construction Download PDFInfo
- Publication number
- CN206205222U CN206205222U CN201621134930.7U CN201621134930U CN206205222U CN 206205222 U CN206205222 U CN 206205222U CN 201621134930 U CN201621134930 U CN 201621134930U CN 206205222 U CN206205222 U CN 206205222U
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- curtain wall
- mounting seat
- building curtain
- supporting construction
- base
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Abstract
The utility model discloses a kind of building curtain wall supporting construction, including base and the mounting seat for fixed building curtain wall, the mounting seat is hinged with the base by horizontally disposed jointed shaft, is additionally provided with for preventing the base longitudinal damping device for rotating upwardly and downwardly relative with the mounting seat.In the building curtain wall supporting construction that the utility model is provided; mounting seat is because can rotate upwardly and downwardly; and rotate upwardly and downwardly vibration damping is carried out by longitudinal damping device; the vibration force that mounting seat is transferred to the up-down vibration on base in vertical direction can effectively be reduced; and then be effectively prevented from base and be subject to strong vibration; and then wall can be effectively protected, enable the support that building curtain wall is stablized.So the building curtain wall supporting construction can efficiently solve building curtain wall supporting construction under blast to wall damage than larger problem.
Description
Technical field
The utility model is related to building structure technology field, more specifically to a kind of building curtain wall supporting construction.
Background technology
The common modern large-scale and skyscraper of mesh, in order to attractive in appearance, typically can all use building curtain wall as the outer of building
Wall safeguards that building curtain wall not load-bearing in itself as curtain is hung on wall, and then is otherwise known as " curtain wall ".
The common building curtain wall of curtain wall is made up of panel and support system, and supporting construction is fixed branch to curtain wall
Support.But through the discovery that studying for a long period of time, in long-term use, inventor has found, because the curtain face of curtain wall is than larger, it is easy to receive
Wind effect produces vibration, and vibration force easily drives supporting construction to damage wall.
In sum, building curtain wall supporting construction how is efficiently solved to ask wall damage than larger under blast
Topic, is current those skilled in the art's urgent problem.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of building curtain wall supporting construction, building curtain wall support
Structure can efficiently solve building curtain wall supporting construction under blast to wall damage than larger problem.
In order to achieve the above object, the utility model provides following technical scheme：
A kind of building curtain wall supporting construction, including base and the mounting seat for fixed building curtain wall, the mounting seat with
The base is hinged by horizontally disposed jointed shaft, is additionally provided with relative with the mounting seat upper and lower for preventing the base
The longitudinal damping device of rotation.
Preferably, be provided with the base bearing of trend it is horizontally disposed and with the vertically disposed long strip type of the jointed shaft
Hole, the strip type hole is slidably matched with the jointed shaft along itself bearing of trend, also including be connected to the base with it is described
Lateral vibration absorbing device between mounting seat, the bearing of trend one of the vibration damping direction of the lateral vibration absorbing device and the strip type hole
Cause.
Preferably, the two ends of the lateral vibration absorbing device are hinged with the base with the mounting seat respectively.
Preferably, it is characterised in that be additionally provided with the base for the slide rail on building wall, the slide rail
Glide direction it is consistent with the axial direction of the jointed shaft, set between two connecting portions being mutually slidably matched on the slide rail
It is equipped with swing vibration absorber.
Preferably, the base includes entablature and sill setting up and down, and the longitudinal damping device is connected to institute
State between sill and the mounting seat, the lateral vibration absorbing device is connected between the entablature and the mounting seat, and
The entablature is hinged with the mounting seat by the jointed shaft.
Preferably, the longitudinal damping device is the hydraulic damping that two ends are hinged with the base with the mounting seat respectively
Device.
Preferably, it is provided with the slide rail on the entablature and the sill.
Preferably, the end of the entablature and the sill is welded with supporting plate, the supporting plate and the cunning
Rail bolt connection.
Preferably, the entablature is I-beam with the sill, and the mounting seat is truss.
Preferably, the lateral vibration absorbing device is spring damper with the swing vibration absorber.
A kind of building curtain wall supporting construction that the utility model is provided, specifically, the supporting construction includes base, mounting seat
With longitudinal damping device.Wherein base keeps certain company for direct or indirect installed in building wall with building wall
Relation is connect, wherein mounting seat is used for fixed building curtain wall.Wherein cut with scissors by horizontally disposed jointed shaft between mounting seat and base
Connect, so that the axis that mounting seat can be with respect thereto around jointed shaft is rotated upwardly and downwardly.Wherein longitudinal damping device is used to prevent base
It is relative with mounting seat to rotate upwardly and downwardly, make mounting seat under the cushioning effect of longitudinal bracing device with vertical direction, can have one
Fixed deformation space, and then the effect of buffering can be played.
According to above-mentioned technical scheme, it is recognised that in the application building curtain wall supporting construction, wherein base is direct
Or be indirectly attached on building wall, and building curtain wall is fixedly mounted in mounting seat, and the preferably metope of building curtain wall and hinge
Spindle be arranged in parallel.In vibration damping curtain wall under strong wind high, when vertical direction vibrates.Now mounting seat because can turn up and down
It is dynamic, and rotate upwardly and downwardly vibration damping is carried out by longitudinal damping device, can effectively reduce mounting seat and be transferred to bottom in vertical direction
The vibration force of the up-down vibration on seat, and then be effectively prevented from base and be subject to strong vibration, and then wall can be effectively protected,
Enable the support that building curtain wall is stablized.So the building curtain wall supporting construction can efficiently solve building curtain wall support knot
Structure is under blast to wall damage than larger problem.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
The structural representation of the building curtain wall supporting construction that Fig. 1 is provided for the utility model embodiment；
Fig. 2 is the building curtain wall supporting construction A-A in Fig. 1 to structural representation.
Marked in accompanying drawing as follows：
Chute 1, sliding block 2, entablature 3, strip type hole 4, mounting seat 5, lateral vibration absorbing device 6, sill 7, longitudinal damping
Device 8, swing vibration absorber 9.
Specific embodiment
The utility model embodiment discloses a kind of building curtain wall supporting construction, to efficiently solve building curtain wall support knot
Structure is under blast to wall damage than larger problem.
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Refer to Fig. 1-Fig. 2, the structural representation of the building curtain wall supporting construction that Fig. 1 is provided for the utility model embodiment
Figure；Fig. 2 is the building curtain wall supporting construction A-A in Fig. 1 to structural representation
In a kind of specific embodiment, a kind of building curtain wall supporting construction is present embodiments provided, specifically, the support knot
Structure includes base, mounting seat 5 and longitudinal damping device 8.
Wherein base keeps certain annexation installed in building wall for direct or indirect with building wall,
Wherein mounting seat 5 is used for fixed building curtain wall, and the wherein annexation between mounting seat 5 and building curtain wall may be referred to existing skill
Art, in this not go into detail.Wherein mounting seat 5 typically uses structural strength than larger truss.
Wherein it is hinged by horizontally disposed jointed shaft between mounting seat 5 and base, so that mounting seat 5 can be with respect thereto
Axis around jointed shaft is rotated upwardly and downwardly.Wherein for preventing, base is relative with mounting seat 5 to be rotated upwardly and downwardly longitudinal damping device 8, with
Make mounting seat 5 under the cushioning effect of longitudinal bracing device in vertical direction, there can be certain deformation space, and then can rise
To the effect of buffering.Wherein longitudinal damping device 8, can be hydraulic damper, can also be spring-damper.In view of perpendicular
Nogata than larger, and needs stronger stability to support force, and preferably longitudinally vibration absorber 8 is hydraulic damper herein, and most
The two ends of hydraulic damper are made to be hinged with base and mounting seat 5 respectively well.
In this embodiment, in the application building curtain wall supporting construction, wherein base is mounted directly or indirectly to build
In walling, and building curtain wall is fixedly mounted in mounting seat 5, and the metope of building curtain wall be arranged in parallel with jointed shaft.Subtracting
Curtain wall shake under strong wind high, when vertical direction vibrates.Now mounting seat 5 is because can rotate upwardly and downwardly, and rotate upwardly and downwardly logical
Crossing longitudinal damping device 8 carries out vibration damping, can effectively reduce the up-down vibration that mounting seat 5 is transferred on base in vertical direction
Vibration force, and then be effectively prevented from base and be subject to strong vibration, and then wall can be effectively protected, enable building curtain wall
The support of stabilization.So the building curtain wall supporting construction can efficiently solve building curtain wall supporting construction under blast to wall
Destructiveness is than larger problem.
Further, it is contemplated that longitudinal damping device 8, although certain vibration damping can be carried out in horizontal direction, but subtracted
Effect of shaking is very bad.So in order to guarantee to carry out vibration damping in horizontal direction.Further, can be prolonged with being provided with base
Stretch direction it is horizontally disposed and with the vertically disposed strip type hole 4 of the jointed shaft, the strip type hole 4 and the jointed shaft along from
Body bearing of trend is slidably matched, so that jointed shaft can be slided along the bearing of trend of strip type hole 4.And be provided be connected to base with
Lateral vibration absorbing device 6 between the mounting seat 5, the vibration damping direction of the lateral vibration absorbing device 6 and prolonging for the strip type hole 4
Stretch direction consistent, so that lateral vibration absorbing device 6 is slided to jointed shaft in strip type hole 4 plays a part of certain prevention, so that
Jointed shaft is more stable with base relative position relation, and when the curtain face of building curtain wall is under pressure, i.e. pressure direction direction is long
The bearing of trend of strip-type hole 4, now lateral vibration absorbing device 6, has certain deformation, but the deformation in horizontal direction, still can
Enough make jointed shaft has more stable relation with base.Further, it is contemplated that need relative bottom in vertical direction mounting seat 5
Seat is mobile, and the two ends of lateral vibration absorbing device 6 can be made to be hinged with base and mounting seat 5 respectively.
In the axis direction along jointed shaft, curtain stress may also can be than larger, further for vibration damping, can be the bottom of at
It is provided with seat for the slide rail on building wall, the wherein glide direction of slide rail and the axial direction of jointed shaft is consistent,
Wherein slide rail can make base keep being relatively fixed with wall, and carry in vertical direction and the bearing of trend of strip type hole 4
For sufficiently large support force.There are two connecting portions being slidably matched wherein on slide rail, two connecting portions respectively with base and build
Walling is fixedly connected, and one is chute 1 in two connecting portions, and another is sliding block 2, herein the chute 1 preferably just in guide rail
It is embedded in building wall, is relatively fixed with building wall.For vibration damping, two be mutually slidably matched on slide rail can be made and connected
Swing vibration absorber 9 is provided between portion, to prevent slidably to coordinate between two parts, building wall and base is then prevented
Along slide rail glide direction slidably, with building curtain wall by along jointed shaft axis direction vibrate when, can slow down
Vibration force.It should be noted that wherein swinging vibration absorber 9 can use spring-damper with lateral vibration absorbing device 6, may be used also
To use hydraulic damper.It should be noted that the one end that can will swing vibration absorber 9 by swell fixture is directly and wall
It is fixed.
For intensity, two slide rails are connected preferably on base herein, further in order to be building curtain in horizontal direction
Wall vertical direction and vertical direction, reduction are interfered with each other, and preferred base includes entablature 3 and sill 7 setting up and down herein,
And longitudinal damping device 8 is connected between sill 7 and mounting seat 5, and by lateral vibration absorbing device 6 be connected to entablature 3 with
Between mounting seat 5 and entablature 3 is set to be hinged by above-mentioned jointed shaft with mounting seat 5, so that entablature 3 and sill 7 are right respectively
Horizontal and vertical direction is supported.Further, entablature 3 and sill 7 can be made it is split type, and in entablature 3
Slide rail is provided with sill 7, to enter line slip vibration damping respectively.For proof strength, preferred entablature 3 and lower horizontal stroke herein
Beam 7 is I-beam.Entablature 3 and sill 7 are fixedly connected with sliding block 2 or chute 1 for convenience, can make the He of entablature 3
The end of sill 7 is welded with supporting plate, then carries out bolt connection by the sliding block 2 or chute 1 in supporting plate and slide rail.
Each embodiment is described by the way of progressive in this specification, and what each embodiment was stressed is and other
The difference of embodiment, between each embodiment identical similar portion mutually referring to.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or new using this practicality
Type.Various modifications to these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can in other embodiments be realized in the case where spirit or scope of the present utility model are not departed from.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (10)
1. a kind of building curtain wall supporting construction, including base and the mounting seat for fixed building curtain wall, it is characterised in that described
Mounting seat is hinged with the base by horizontally disposed jointed shaft, is additionally provided with for preventing the base with the mounting seat
The relative longitudinal damping device for rotating upwardly and downwardly.
2. building curtain wall supporting construction according to claim 1, it is characterised in that be provided with bearing of trend on the base
It is horizontally disposed and with the vertically disposed strip type hole of the jointed shaft, the strip type hole is with the jointed shaft along itself extension side
To being slidably matched, also including the lateral vibration absorbing device being connected between the base and the mounting seat, the lateral vibration absorbing dress
The vibration damping direction put is consistent with the bearing of trend of the strip type hole.
3. building curtain wall supporting construction according to claim 2, it is characterised in that the two ends of the lateral vibration absorbing device point
It is not hinged with the mounting seat with the base.
4. the building curtain wall supporting construction according to claim any one of 2-3, it is characterised in that also set up on the base
Have for the slide rail on building wall, the glide direction of the slide rail is consistent with the axial direction of the jointed shaft, described
Swing vibration absorber is provided between two connecting portions being mutually slidably matched on slide rail.
5. building curtain wall supporting construction according to claim 4, it is characterised in that the base includes setting up and down upper
Crossbeam and sill, the longitudinal damping device are connected between the sill and the mounting seat, the lateral vibration absorbing dress
Put and be connected between the entablature and the mounting seat, and the entablature is cut with scissors with the mounting seat by the jointed shaft
Connect.
6. building curtain wall supporting construction according to claim 5, it is characterised in that the longitudinal damping device is two ends point
The hydraulic damper not being hinged with the mounting seat with the base.
7. building curtain wall supporting construction according to claim 6, is respectively provided with the entablature and the sill
State slide rail.
8. weld the end of building curtain wall supporting construction according to claim 7, the entablature and the sill
There is supporting plate, the supporting plate is connected with the slide rail bolt.
9. building curtain wall supporting construction according to claim 8, the entablature is I-beam with the sill, institute
Mounting seat is stated for truss.
10. building curtain wall supporting construction according to claim 9, the lateral vibration absorbing device and the swing vibration absorber
It is spring damper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621134930.7U CN206205222U (en) | 2016-10-18 | 2016-10-18 | A kind of building curtain wall supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621134930.7U CN206205222U (en) | 2016-10-18 | 2016-10-18 | A kind of building curtain wall supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206205222U true CN206205222U (en) | 2017-05-31 |
Family
ID=58757212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621134930.7U Active CN206205222U (en) | 2016-10-18 | 2016-10-18 | A kind of building curtain wall supporting construction |
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| Country | Link |
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| CN (1) | CN206205222U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385880A (en) * | 2018-03-15 | 2018-08-10 | 上海科胜幕墙有限公司 | A kind of energy-absorbing loss prevention bearing |
| CN110593470A (en) * | 2019-10-11 | 2019-12-20 | 中誉长青建设有限公司 | High-strength support structure for stone curtain wall |
| CN113584961A (en) * | 2021-07-28 | 2021-11-02 | 安邦电气股份有限公司 | Anti-vibration type electric tracing band for track |
| CN118087758A (en) * | 2024-02-29 | 2024-05-28 | 山东英旭环保科技有限公司 | Bearing type building curtain wall decoration member and building curtain wall |
-
2016
- 2016-10-18 CN CN201621134930.7U patent/CN206205222U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385880A (en) * | 2018-03-15 | 2018-08-10 | 上海科胜幕墙有限公司 | A kind of energy-absorbing loss prevention bearing |
| CN110593470A (en) * | 2019-10-11 | 2019-12-20 | 中誉长青建设有限公司 | High-strength support structure for stone curtain wall |
| CN110593470B (en) * | 2019-10-11 | 2020-11-13 | 中誉长青建设有限公司 | High-strength support structure for stone curtain wall |
| CN113584961A (en) * | 2021-07-28 | 2021-11-02 | 安邦电气股份有限公司 | Anti-vibration type electric tracing band for track |
| CN113584961B (en) * | 2021-07-28 | 2023-10-13 | 安邦电气股份有限公司 | Vibration-resistant electric tracing band for track |
| CN118087758A (en) * | 2024-02-29 | 2024-05-28 | 山东英旭环保科技有限公司 | Bearing type building curtain wall decoration member and building curtain wall |
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