CN201343808Y - Building curtain wall double-hinged rocker arm connection mechanism - Google Patents
Building curtain wall double-hinged rocker arm connection mechanism Download PDFInfo
- Publication number
- CN201343808Y CN201343808Y CNU2008203038994U CN200820303899U CN201343808Y CN 201343808 Y CN201343808 Y CN 201343808Y CN U2008203038994 U CNU2008203038994 U CN U2008203038994U CN 200820303899 U CN200820303899 U CN 200820303899U CN 201343808 Y CN201343808 Y CN 201343808Y
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- hinged
- supporting base
- rocker arm
- rocking arm
- 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
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- Load-Bearing And Curtain Walls (AREA)
Abstract
Disclosed is a building curtain wall double-hinged rocker arm connection mechanism which is connected between a curtain wall and a building superstructure. The building curtain wall double-hinged rocker arm connection mechanism comprises an upper hinged supporting base, a lower hinged supporting base and a rocker arm, wherein the upper hinged supporting base is connected to the top portion of a curtain wall upright post, the lower hinged supporting base is connected to the lower side of the superstructure, the rocker arm is hinged between the upper hinged supporting base and the lower hinged supporting base, one end of the rocker arm is hinged to the upper hinged supporting base via a first hinge shaft, and the other end is hinged to the lower hinged supporting base via a second hinge shaft. The curtain wall and the upright post are connected via a lateral connecting rod, thereby guaranteeing lateral stability of the curtain wall. The double-hinged connection mechanism can prevent high-frequency vibration or displacement deformation of the superstructure from affecting and damaging the curtain wall, thereby resolving problems of shock absorption and seismic resistance of the building curtain wall. Besides, the utility model can meet requirement of stress on direction perpendicular to the curtain wall surface, is applied to connecting curtain walls in large areas, and is adaptable to integral construction of superstructure in large span.
Description
Technical field
The utility model relates to the bindiny mechanism between a kind of building curtain wall and the agent structure.
Background technology
Building curtain wall is the space enclosing structure that is connected in fabric structure main body and accessory structure, and it should not bear the load that does not also transmit any agent structure, otherwise just involves destruction easily.The material of building curtain wall, particularly curtain wall is a fragile material, if between building curtain wall and the building structure main body for being rigidly connected, when agent structure shakes or Yin Wendu, when load causes distortion, displacement, will produce fatal influence to curtain wall.Especially for large span agent structure curtain wall construction, still do not have at present can head it off technical scheme.
The utility model content
The utility model provides the two hinge of a kind of building curtain wall rocking arm bindiny mechanisms, solve when agent structure vibrations or distortion, displacement the technical problem of avoiding building curtain wall to come into the picture and destroy.
The technical scheme that its technical problem that solves the utility model adopts is:
The two hinge of this building curtain wall rocking arm bindiny mechanism, be connected between curtain wall and the major structure of construction by bearing, it is characterized in that: above-mentioned bearing comprises the upper hinge support that is connected in the curtain-wall stand-column top and is connected in lower hinge support below the agent structure, hinged rocking arm between upper hinge support and the lower hinge support, one end of described rocking arm is articulated in upper hinge support by first hinge, and the other end is articulated in lower hinge support by second hinge.
Can connect by side rod between the above-mentioned curtain-wall stand-column.
Above-mentioned rocking arm can be formed by connecting by two blocks of side plates that be arranged in parallel and the stiffener that is connected between the biside plate.
Above-mentioned stiffener is formed by connecting by horizontal stiffener and two vertical stiffeners that are vertically connected at horizontal stiffener.
The beneficial effects of the utility model are as follows:
The utility model is simple in structure, and easy construction is cheap.It makes curtain wall not share the load and the effect of agent structure, can bear between and produce big relative displacement, even when the agent structure sidesway reached 1/60, curtain wall can not destroy yet.The utility model adopts two hinge fitting types of attachment at curtain-wall stand-column rod member and agent structure connecting portion.When ambient temperature changed, the cold shrinkage and thermal expansion of structure can not influence the safety of curtain wall, can keep the superperformance of curtain wall.When earthquake, no matter how agent structure rocks, and curtain wall can be safety and sound, prevents from that curtain wall from decaying to fall, and prevents to produce casualty accident.The utility model can avoid the building curtain wall destruction that comes into the picture under the situation of main structure body high-frequency vibration or displacement deformation, solved the problem of building curtain wall damping, antidetonation.The curtain-wall stand-column top reliably is connected by the two hinge of building curtain wall rocking arm bindiny mechanism with the agent structure of building, can guarantee the force request perpendicular to curtain wall face direction.The curtain wall side direction adopts side rod to connect, side rod connects adjacent two hinge rocking arms, can guarantee the lateral stability of curtain wall, guarantees to be parallel to the force request of curtain wall face direction, guarantee that combining structure is stable force structure, and the normal use under the agent structure large deformation condition.The utility model can not only be used in structure partial separately, and can be applied to the connection of large tracts of land curtain wall simultaneously, satisfy the whole implementation on the agent structure of large span, large deformation, can guarantee the normal use of whole agent structure building curtain wall under large span, large deformation working condition.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the structural representation of the utility model side elevation.
Fig. 2 be the utility model B to structural representation.
Fig. 3 is the A-A cross-sectional view of Fig. 1.
Fig. 4 is a perspective view of the present utility model.
Reference numeral: 1-rocking arm, 1.1-side plate, the horizontal stiffener of 1.2-, the vertical stiffener of 1.3-, 2-side rod, 3-curtain-wall stand-column, 4-major structure of construction, 5-upper hinge support, 6-lower hinge support, 7-first hinge, 8-second hinge.
The specific embodiment
Embodiment is referring to shown in Fig. 1-4, the two hinge of this building curtain wall rocking arm bindiny mechanism, be connected between curtain wall and the major structure of construction 4 by bearing, above-mentioned bearing comprises the upper hinge support 5 that is connected in curtain-wall stand-column 3 tops and is connected in lower hinge support 6 below the agent structure, hinged rocking arm 1 between upper hinge support 5 and the lower hinge support 6, one end of described rocking arm is articulated in upper hinge support 5 by first hinge 7, and the other end is articulated in lower hinge support 6 by second hinge 8.
Referring to shown in Figure 3, rocking arm is formed by connecting by two blocks of side plates that be arranged in parallel 1.1 and the stiffener that is connected between the biside plate.Stiffener is formed by connecting by horizontal stiffener 1.2 and two vertical stiffeners 1.3 that are vertically connected at horizontal stiffener.Connect by side rod 2 between the above-mentioned curtain-wall stand-column.The structure of rocking arm can design according to requirement of engineering, and structure can be varied, needn't be subjected to the restriction of the utility model embodiment.
Above-mentioned curtain wall can adopt glass, aluminium sheet, slabstone, ceramic wafer, metal sheet etc.
The aforementioned body structure both can be a concrete structure, also can be steel work.
Claims (4)
1. the two hinge of building curtain wall rocking arm bindiny mechanisms, be connected between curtain wall and the major structure of construction (4) by bearing, it is characterized in that: above-mentioned bearing comprises the upper hinge support (5) that is connected in curtain-wall stand-column (3) top and is connected in lower hinge support (6) below the agent structure, hinged rocking arm (1) between upper hinge support (5) and the lower hinge support (6), one end of described rocking arm is articulated in upper hinge support (5) by first hinge (7), and the other end is articulated in lower hinge support (6) by second hinge (8).
2. the two hinge of building curtain wall according to claim 1 rocking arm bindiny mechanism is characterized in that: connected by side rod (2) between the above-mentioned curtain-wall stand-column.
3. the two hinge of building curtain wall according to claim 1 rocking arm bindiny mechanisms is characterized in that: above-mentioned rocking arm is formed by connecting by two blocks of side plates that be arranged in parallel (1.1) and the stiffener that is connected between the biside plate.
4. the two hinge of building curtain wall according to claim 3 rocking arm bindiny mechanism, it is characterized in that: above-mentioned stiffener is formed by connecting by horizontal stiffener (1.2) and two vertical stiffeners (1.3) that are vertically connected at horizontal stiffener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203038994U CN201343808Y (en) | 2008-12-30 | 2008-12-30 | Building curtain wall double-hinged rocker arm connection mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203038994U CN201343808Y (en) | 2008-12-30 | 2008-12-30 | Building curtain wall double-hinged rocker arm connection mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201343808Y true CN201343808Y (en) | 2009-11-11 |
Family
ID=41275391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008203038994U Expired - Fee Related CN201343808Y (en) | 2008-12-30 | 2008-12-30 | Building curtain wall double-hinged rocker arm connection mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201343808Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058556A (en) * | 2019-12-24 | 2020-04-24 | 北京江河幕墙系统工程有限公司 | Universal adjusting device |
| CN114737704A (en) * | 2022-06-14 | 2022-07-12 | 北京建工集团有限责任公司 | Curtain wall system adaptable to inconsistent deformation among different main body structures |
-
2008
- 2008-12-30 CN CNU2008203038994U patent/CN201343808Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058556A (en) * | 2019-12-24 | 2020-04-24 | 北京江河幕墙系统工程有限公司 | Universal adjusting device |
| CN111058556B (en) * | 2019-12-24 | 2021-04-16 | 北京江河幕墙系统工程有限公司 | Universal adjusting device |
| CN114737704A (en) * | 2022-06-14 | 2022-07-12 | 北京建工集团有限责任公司 | Curtain wall system adaptable to inconsistent deformation among different main body structures |
| CN114737704B (en) * | 2022-06-14 | 2022-08-30 | 北京建工集团有限责任公司 | Curtain wall system adaptable to inconsistent deformation among different main body structures |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091111 Termination date: 20151230 |
|
| EXPY | Termination of patent right or utility model |