CN201437612U - Movable roof-panel wall joint with waist-shaped holes - Google Patents
Movable roof-panel wall joint with waist-shaped holes Download PDFInfo
- Publication number
- CN201437612U CN201437612U CN2009200694943U CN200920069494U CN201437612U CN 201437612 U CN201437612 U CN 201437612U CN 2009200694943 U CN2009200694943 U CN 2009200694943U CN 200920069494 U CN200920069494 U CN 200920069494U CN 201437612 U CN201437612 U CN 201437612U
- Authority
- CN
- China
- Prior art keywords
- curtain
- movable roof
- steel
- vertical
- vertical steel
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 133
- 239000010959 steel Substances 0.000 claims abstract description 133
- 230000037250 Clearance Effects 0.000 claims abstract description 4
- 230000035512 clearance Effects 0.000 claims abstract description 4
- 238000006073 displacement reactions Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 280000398338 Seismic companies 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 230000003044 adaptive Effects 0.000 description 2
- 239000011521 glasses Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000004744 fabrics Substances 0.000 description 1
- 238000000034 methods Methods 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
Abstract
The utility model relates to a movable roof-panel wall joint with waist-shaped holes, which is used to fix a building. The joint comprises a movable-roof steel structure, a panel-wall vertical steel upright (2) and a building structure beam connected with the bottom of the panel-wall vertical steel upright (2), connecting pieces (3) are fixed on the movable-roof steel structure (1), a connecting piece (4) is fixed on the panel-wall vertical steel upright (2), a connecting shaft (5) passes through each connecting piece, both ends of the connecting shaft (5) are fixed, the clearance fit of each connecting piece is maintained, the connecting pieces can slide along the shaft rod of the connecting shaft (5), a vertical waist-shaped hole (6) which is symmetric with the axis of the connecting shaft (5) is arranged at the joint between each connecting piece and the connecting shaft, and the bottom of the panel-wall vertical steel upright (2) is articulated with the building structure beam. The structure solves the problem of inconsistency between the deformation of the roof and the deformation of the building structure beam, and relieves the omnidirectional deformation of the connected parts of the panel-wall vertical steel upright and the movable roof, so that the whole building panel wall is safe.
Description
Technical field
The utility model belongs to the joint construction of a kind of curtain wall member of fixed buildings.
Background technology
At present, the steel work roofing is rigidly connected with vertical being connected to simply of steel post, as welding or be spirally connected etc.But, along with the continuous development of modern architecture scale and function, when roofing is movable steel work roofing, and curtain wall facade span is bigger, bearing under the various load combinations such as wind load, seismic load and temperature load, simply be rigidly connected and can not satisfy normal instructions for use.The vertical steel post of large span facade curtain wall, lower end are connected on the architecture beam of fabric structure ground or structural plane, and the upper end is connected on the movable roof steel work.Under effects such as wind load, seismic load and temperature load, can produce the displacement of different directions between architecture beam and the movable roof steel work.
Simply being rigidly connected to cause roofing steel work and the vertical steel post of curtain wall can't coordinate because of distortion separately, destruction of a node takes place, the destruction that causes integrated curtain-wall.So,, need on large span facade curtain wall, special joint construction be set in order to satisfy the normal use of large span facade curtain wall under effects such as wind load, seismic load and temperature load.The vertical steel post of large span facade curtain wall must reliably be connected with the movable roof steel work.
So,,, vertical steel post of curtain wall and movable roof steel work must be adopted the special joint construction that can adapt to this displacement capabilities so that the curtain wall construction member is not destroyed in order to satisfy the distortion of each structure different azimuth of building simultaneously.
The utility model content
The technical problem of the required solution of the utility model has provided the flexible connection between a kind of glass curtain wall and steel structure column and the movable roof steel work, it can overcome, and roofing is out of shape and the distortion of architecture beam is inconsistent, thereby the distortion from all directions is alleviated in the flexible connection between utilization glass curtain wall and steel structure column and the movable roof steel work, makes the monolithic architecture curtain wall reach the requirement of safe handling.
In order to solve the problems of the technologies described above, the technical scheme of being taked is:
A kind of movable roof curtain wall joint with waist-shaped hole, comprise the movable roof steel work, the vertical steel post of curtain wall is formed with the architecture beam that is connected with the vertical steel post of described curtain wall bottom, it is characterized in that: connector is fixed on the described movable roof steel work, connector is fixed on the vertical steel post of described curtain wall, passing described movable roof steel structure connecting member with connecting axle is connected with the vertical steel post connector of curtain wall, fixing described connecting axle two ends, described movable roof steel structure connecting member and the vertical steel post connector of described curtain wall matched in clearance also can be along the slippages of described connecting axle axostylus axostyle, but can not break away from from described connecting axle during slippage, each described connector and connecting axle contact position have the vertical waist-shaped hole with connecting axle axis symmetry, and described curtain wall vertical steel post bottom and described architecture beam are for being movably hinged.This articulated form can adopt universal mode on the engineering, connects as adopting other modes such as sleeve pipe or connecting axle.
As a kind of optimisation technique scheme of the present utility model be: in the such scheme, the movable roof steel structure connecting member is two blocks of parallel steel plates, separately be fixed on the horizontal same side of movable roof steel work, the vertical steel post connector of described curtain wall is that a block plate is fixed on curtain-wall stand-column level one side, inserts between the described movable roof steel structure connecting member.
As another kind of technical scheme of the present utility model be: the steel structure connecting member of movable roof described in the such scheme is two blocks of parallel steel plates, separately be fixed on the lower end of movable roof steel work, the vertical steel post connector of described curtain wall is that a block plate is fixed on the vertical steel post of curtain wall upper end, inserts between the described movable roof steel structure connecting member.Can solve the curtain wall steel post like this and be positioned at the situation that install movable roof steel work below.
At above-mentioned arbitrary technical scheme, described connected mode can satisfy the flexible connection displacement between movable roof steel work and the vertical steel post of curtain wall, so that large span facade curtain wall can not suffer any destruction at extraneous load action.
Utilize above-mentioned joint construction, to reliably connect between movable roof steel work and the vertical steel post of curtain wall, and adapt to owing under the effect of external load, produce the displacement relation between movable roof steel work and the vertical steel post of curtain wall, guaranteed the safety of large span facade curtain wall.Described extraneous load comprises wind load, seismic load and temperature load etc.
Description of drawings
The utility model will be further described below in conjunction with accompanying drawing and application construction method.
Fig. 1 is the sectional drawing of the connected mode between movable roof steel work and the vertical steel post of curtain wall, and column is positioned at level one side of movable roof steel work;
Fig. 2 is the vertical view of the connected mode between movable roof steel work and the vertical steel post of curtain wall, and column is positioned at level one side of movable roof steel work;
Fig. 3 is the sectional drawing of the connected mode between movable roof steel work and the vertical steel post of curtain wall, and column is positioned at the below of movable roof steel work;
Fig. 4 is the vertical view of the connected mode between movable roof steel work and the vertical steel post of curtain wall, and column is positioned at the below of movable roof steel work.
The specific embodiment
As depicted in figs. 1 and 2, be provided with two in movable roof steel work 1 one sides and connect steel plate 3, and allow two to connect between the steel plates 3 and keep certain distance, be provided with one in vertical steel post 2 one sides of curtain wall and connect steel plate 4, connection steel plate 4 on the vertical steel post 2 of curtain wall is put on the movable roof steel work 1 two of being provided with connects between the steel plates 3, and adopt connecting axle 5 that of connecting that steel plate 3 and vertical steel post 2 one sides of curtain wall are provided with of two of being provided with on the movable roof steel work 1 is connected steel plate 4 effectively to connect.With existing universal machine mode fixed connection shaft 5 two ends such as pivot pin, bolt or existing welderings, make each connector matched in clearance and can be along connecting axle 5 axostylus axostyle slippages, but all can not break away from during slippage from connecting axle 5, a kind of fixed form of taking as Fig. 2 is: connecting axle 5 connects the outside, steel plate 3 two ends one end at two to be fixed, the other end is spirally connected spacing, for appearance effect, this nut can be processed into and not penetrate, be blind hole.Have the vertical waist-shaped hole 6 with connecting axle 5 axis symmetries on the vertical steel post connector 4 of described movable roof steel structure connecting member 3 and curtain wall, the height of described waist-shaped hole 6 need satisfy the architecture beam that supports the vertical steel post 2 of curtain wall in the lower end and the front and back and the up and down displacement relation of movable roof steel work 1.Movable roof steel work 1 is connected steel plate 3 and can adopts welding manner with two that its side is set, and its intensity satisfies safety requirements.Two distances that connect between the steel plate 3 satisfy the displacement relation of the left and right directions of the architecture beam that movable roof steel work 1 and lower end supports the vertical steel post 2 of curtain wall, and architecture beam mainly is meant floor structure beam in the building or ground grade beam etc.The vertical steel post 2 of curtain wall with being connected steel plate 4 and can adopting welding manner of its side is set, its intensity satisfies safety requirements.Connecting axle 5 diameter and intensity satisfy the power transmission requirement of curtain wall steel post to the roofing steel work.Curtain wall vertical steel post 2 bottoms and architecture beam are for being movably hinged, and this articulated form can adopt universal mode on the engineering, connect as adopting other modes such as sleeve pipe or connecting axle.
For the displacement relation of adaptive act roofing steel work 1 with the different directions of the architecture beam of the vertical steel post 2 of lower end support large span curtain wall, so with the connector 4 on connector on the movable roof steel work 13 and the vertical steel post 2 of curtain wall, adopt connecting axle 5 to connect, the load of the vertical steel post 2 of curtain wall could be delivered on the movable roof steel work 1 smoothly, and can not produce the force environment that is subjected to that influences the total system than big moment of flexure.Two on the movable roof steel work 1 connect steel plate 3 maintenance certain distances, are for the displacement relation of adaptive act roofing steel work 1 with the left and right directions of the architecture beam of the vertical steel post 2 of lower end support large span curtain wall.
As shown in Figure 3 and Figure 4, connector can also be arranged on connector 3 downside of movable roof steel work except above-mentioned connected mode, and connector 4 is arranged on the upside of the vertical steel post 2 of curtain wall, to satisfy other construction geometry behavior of building.All the other embodiments connect identical with above-mentioned level.
Certainly, according to field erected needs, also can adopt two parallel steel plates separately to be fixed on the vertical steel post 2 of curtain wall, a block plate is fixed on the movable roof steel work 1, connect with connecting axle 5, all the other embodiments are with above-mentioned level and connected mode is identical up and down.
Claims (3)
1. movable roof curtain wall joint with waist-shaped hole, comprise movable roof steel work (1), the vertical steel post of curtain wall (2) is formed with the architecture beam that is connected with the vertical steel post of described curtain wall (2) bottom, it is characterized in that: movable roof steel structure connecting member (3) is fixed on the described movable roof steel work (1), the vertical steel post connector of curtain wall (4) is fixed on the vertical steel post of described curtain wall (2), passing described movable roof steel structure connecting member (3) with connecting axle (5) is connected with the vertical steel post connector of curtain wall (4), fixing described connecting axle (5) two ends, keep the vertical steel post connector of described movable roof steel structure connecting member (3) and described curtain wall (4) matched in clearance and can be along described connecting axle (5) axostylus axostyle slippage, but can not break away from from described connecting axle (5) during slippage, described movable roof steel structure connecting member (3), vertical steel post connector of described curtain wall (4) and described connecting axle contact position have the vertical waist-shaped hole (6) with described connecting axle (5) axis symmetry, and the vertical steel post of described curtain wall (2) bottom and described architecture beam are for being movably hinged.
2. a kind of movable roof curtain wall joint according to claim 1 with waist-shaped hole, it is characterized in that described movable roof steel structure connecting member (3) is two blocks of parallel steel plates, separately be fixed on the horizontal same side of described movable roof steel work (1), the vertical steel post connector of described curtain wall (4) is that a block plate is fixed on curtain wall steel post (2) level one side, inserts between the described movable roof steel structure connecting member (3).
3. a kind of movable roof curtain wall joint according to claim 1 with waist-shaped hole, it is characterized in that described movable roof steel structure connecting member (3) is two blocks of parallel steel plates, separately be fixed on the lower end of described movable roof steel work (1), the vertical steel post connector of described curtain wall (4) is that a block plate is fixed on the vertical steel post of curtain wall (2) upper end, inserts between the described movable roof steel structure connecting member (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200694943U CN201437612U (en) | 2009-03-27 | 2009-03-27 | Movable roof-panel wall joint with waist-shaped holes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200694943U CN201437612U (en) | 2009-03-27 | 2009-03-27 | Movable roof-panel wall joint with waist-shaped holes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201437612U true CN201437612U (en) | 2010-04-14 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200694943U CN201437612U (en) | 2009-03-27 | 2009-03-27 | Movable roof-panel wall joint with waist-shaped holes |
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| Country | Link |
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| CN (1) | CN201437612U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845853A (en) * | 2009-03-27 | 2010-09-29 | 华东建筑设计研究院有限公司 | Movable roof curtain wall joint with waist-shaped hole |
| CN101851965A (en) * | 2010-05-21 | 2010-10-06 | 北京时空筑诚建筑设计有限公司 | Reinforced concrete sway wall, sway wall assembly and production method thereof |
| CN101949188A (en) * | 2010-09-14 | 2011-01-19 | 无锡恒发幕墙工程有限公司 | Through-type connection stressed device used for unit-form curtain wall |
| CN103132603A (en) * | 2013-03-25 | 2013-06-05 | 唐山学院 | Temperature stress releasing structure of large-size steel structure building |
| CN103643757A (en) * | 2013-12-26 | 2014-03-19 | 中信建筑设计研究总院有限公司 | Curtain wall connecting structure with unaligned roof and floor deformation joint |
| CN104652639A (en) * | 2014-11-24 | 2015-05-27 | 北京城建亚泰建设集团有限公司 | Locking device for hanging plate type damping enclosing structure of frame structure |
| CN105113657A (en) * | 2015-10-14 | 2015-12-02 | 沈阳建筑大学 | Light steel keel and main beam connection structure facilitating improvement of aseismic consumed energy behavior |
| CN108222335A (en) * | 2018-02-11 | 2018-06-29 | 厦门华旸建筑工程设计有限公司 | Connection structure and the connection method of a kind of skeleton exterior enclosure wall and main body |
-
2009
- 2009-03-27 CN CN2009200694943U patent/CN201437612U/en not_active IP Right Cessation
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101845853A (en) * | 2009-03-27 | 2010-09-29 | 华东建筑设计研究院有限公司 | Movable roof curtain wall joint with waist-shaped hole |
| CN101851965A (en) * | 2010-05-21 | 2010-10-06 | 北京时空筑诚建筑设计有限公司 | Reinforced concrete sway wall, sway wall assembly and production method thereof |
| CN101851965B (en) * | 2010-05-21 | 2011-06-29 | 北京时空筑诚建筑设计有限公司 | Reinforced concrete sway wall, sway wall assembly and production method thereof |
| CN101949188A (en) * | 2010-09-14 | 2011-01-19 | 无锡恒发幕墙工程有限公司 | Through-type connection stressed device used for unit-form curtain wall |
| CN103132603A (en) * | 2013-03-25 | 2013-06-05 | 唐山学院 | Temperature stress releasing structure of large-size steel structure building |
| CN103643757A (en) * | 2013-12-26 | 2014-03-19 | 中信建筑设计研究总院有限公司 | Curtain wall connecting structure with unaligned roof and floor deformation joint |
| CN104652639A (en) * | 2014-11-24 | 2015-05-27 | 北京城建亚泰建设集团有限公司 | Locking device for hanging plate type damping enclosing structure of frame structure |
| CN105113657A (en) * | 2015-10-14 | 2015-12-02 | 沈阳建筑大学 | Light steel keel and main beam connection structure facilitating improvement of aseismic consumed energy behavior |
| CN105113657B (en) * | 2015-10-14 | 2017-07-04 | 沈阳建筑大学 | A kind of energy dissipation attachment structure of lightgage steel joist and girder |
| CN108222335A (en) * | 2018-02-11 | 2018-06-29 | 厦门华旸建筑工程设计有限公司 | Connection structure and the connection method of a kind of skeleton exterior enclosure wall and main body |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100414 Termination date: 20140327 |