CN202164727U - Glass curtain wall - Google Patents
Glass curtain wall Download PDFInfo
- Publication number
- CN202164727U CN202164727U CN2011202469472U CN201120246947U CN202164727U CN 202164727 U CN202164727 U CN 202164727U CN 2011202469472 U CN2011202469472 U CN 2011202469472U CN 201120246947 U CN201120246947 U CN 201120246947U CN 202164727 U CN202164727 U CN 202164727U
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- China
- Prior art keywords
- supporting plate
- curtain wall
- vertical
- floors
- glass
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- 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.)
- Withdrawn - After Issue
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- Load-Bearing And Curtain Walls (AREA)
Abstract
A glass curtain wall comprises a glass face plate and a fixing supporting frame. The fixing supporting is formed by two rib plates which are integrally bonded through polyvinyl butyral (PVB) glue between two glass pieces. A vertical supporting plate is arranged between the two rib plates, and the vertical supporting plate and the two rib plates are integrally bonded by compatibility shearing resistant glue and fastened by a group of bolts. A groove is arranged at the transverse joint position of the glass face plate corresponding to the front edge portion, a transverse supporting plate vertically connected with the vertical supporting plate is embedded into the groove, and the front edge portions of the transverse supporting plate and the vertical supporting plate are respectively positioned in transverse joint and vertical joint of the glass face plate. The glass face plate and the two rib plates are integrally bonded through structural glue, and sealing glue is filled in gaps on the periphery of the glass face plate. The glass curtain wall has the advantages of being capable of resisting large wind pressure and good in whole transparency and visual effects.
Description
Technical field
The utility model relates to solid fabric structure member, particularly a kind of glass curtain wall structure that is applicable to large span, big blast, high penetration effect.
Background technology
Along with the development of glass-wall building, some have the building of specific (special) requirements to daylighting, like the exhibition hall, and the swimming hall, the first floor halls of building etc. have proposed increasingly high requirement to the permeability of curtain wall.At present, for the lower building of blast, adopt full glass list floor to refute usually and connect curtain wall construction.But single floor curtain wall construction redundancy is poor, and safety factor is lower.And,, can only adopt truss, steel work such as pull bar zip because of the full glass curtain wall of single floor and aluminium chassis curtain wall all can't satisfy the structure stress requirement for big blast, large span zone; Panel with adopt horizontal frame of aluminium and munnion to carry jointly being connected of main stress member more, perhaps connect pawl and link to each other with the main stress member through refuting, cause the curtain wall manufacturing cost to increase permeability and whole visual effect variation.
Summary of the invention
The purpose of the utility model be to the problem that above-mentioned prior art exists provide a kind of can Chinese People's Anti-Japanese Military and Political College's blast and the glass curtain wall structure of whole permeability and good visual effect.
The curtain wall that the utility model provides comprises face glass and fixing support rack; Said fixing support rack comprises two floors, between two floors vertical supporting plate is arranged, and by one group of bolton; The front portion of vertical supporting plate stretches out between two floors, and extension elongation is slightly less than the thickness of face glass, and there is groove at the place in the corresponding face glass transverse joint of extension, inlays the horizontal supporting plate with the vertical vertical handing-over of supporting plate in the groove; Laterally the first section of supporting plate and vertical supporting plate does not place the transverse joint and the vertical abutment joint of face glass; Face glass and two floors are bonded to one by structure glue, filling with sealant in the slit around the face glass.
The aluminium sleeve is arranged on the screw rod of said bolt, between the perforate hole wall of aluminium sleeve and floor and vertical supporting plate the pressure-bearing resin is arranged.
Said two floors are processed by middle being integral with the PVB glue bond of two sheet glass respectively.
Said vertical supporting plate and two floors are integral by compatibility shearing resistance glue bond.
The utility model curtain wall has the following advantages:
1, adopts the two rib designs of the split of forming by two doubling glass; And two sheet glass floors are linked together through vertical supporting plate; Increase the whole lateral rigidity of floor, thereby strengthened the stability of strong wind nip superelevation floor side direction, strengthened the ability of resisting big blast.
2, the whole fixing support rack of curtain wall is positioned at the rear portion of face glass, and adopts implicit expression supporting plate (wherein vertical supporting plate is hidden in the middle of the floor, and laterally supporting plate is hidden in up and down between the two face glass slits), look in no matter with look outward all invisible; Whole fixing support rack is except that supporting plate, and other visual structure spare is the clear glass material, and whole facade is penetrating, and is clean and tidy.
3, simple in structure, material usage is few, low cost of manufacture.
4, the assembling of whole fixing support rack can be accomplished in production department, and this just can both can guarantee technology and product quality, can reduce the workload of site operation again, helps alleviating construction labour intensity and improves efficiency of construction.
Description of drawings
Accompanying drawing is the structural representation of the utility model embodiment.
Wherein Fig. 1 is the facade structures sketch map of curtain wall;
Fig. 2 is a curtain wall floor node graphics;
Fig. 3 is to sectional view along Fig. 1 A;
Fig. 4 is to sectional view along Fig. 1 B;
Fig. 5 is the stereogram of curtain wall fixing support rack;
Fig. 6 installs exploded perspective view for Fig. 5.
Among the figure: the 1-face glass, the 2-fluid sealant, 3-hollow is closed sheet glue, 4-PVB film, 5-sheet glass, 6-structure glue, the vertical supporting plate of 7-, the horizontal supporting plate of 8-, 9-bolt, 10-compatibility shearing resistance glue, 11-pressure-bearing resin, 12-aluminium sleeve.
The specific embodiment
As shown in Figure 1, the present embodiment curtain wall is full glass curtain wall, and every face glass 1 is made up of double-layer glass, and middle vacuum is closed 3 sealings of sheet glue with hollow all around.At the rear portion of face glass is fixing support rack.In conjunction with Fig. 2~6, this fixing support rack comprises two floors, and two floor spans are whole interfloor height, and every floor is respectively by being bonded to one with PVB glue 4 in the middle of two sheet glass 5.Vertical supporting plate 7 is arranged between two floors; The front portion of vertical supporting plate stretches out between two floors, and extension elongation is slightly less than the thickness of face glass, and vertical supporting plate and two floors are bonded to one by compatibility shearing resistance glue 10; And by two bolts 9 are fastening through the perforate on vertical supporting plate and the floor up and down; Convenient and make glass hole wall radial force even for Bolt dismantling and injecting glue, on the screw rod of bolt, add aluminium sleeve 12, between aluminium sleeve and hole wall, fill pressure-bearing resin 11.At the front portion corresponding transverse joint position fluting of vertical supporting plate, inlay and the vertical horizontal supporting plate 8 of the vertical handing-over of supporting plate the junction firm welding in the groove.Vertical supporting plate is manufactured by stainless steel with horizontal supporting plate.The assembling of above-mentioned whole fixing support rack can be accomplished in factory floor.When on-the-spot overall structure is installed, the floor lifting is connected with main body, face glass is installed then.When face glass is installed, horizontal supporting plate and vertical supporting plate are hidden in the transverse joint and vertical abutment joint of face glass respectively, bond filling with sealant 2 in the slit around the face glass between face glass and the floor with structure glue 6.
The utility model curtain wall is specially adapted to the full glass curtain wall of large span.
Claims (5)
1. a curtain wall comprises face glass (1) and fixing support rack; It is characterized in that: said fixing support rack comprises two floors, and vertical supporting plate (7) is arranged between two floors, and fastening by one group of bolt (9); The front portion of vertical supporting plate stretches out between two floors, and extension elongation is slightly less than the thickness of face glass, and there is groove at the place in the corresponding face glass transverse joint of extension, inlays the horizontal supporting plate (8) with the vertical vertical handing-over of supporting plate in the groove; Laterally the first section of supporting plate and vertical supporting plate does not place the transverse joint and the vertical abutment joint of face glass; Face glass and two floors are bonded to one by structure glue (6), filling with sealant (2) in the slit around the face glass.
2. curtain wall according to claim 1 is characterized in that: aluminium sleeve (12) is arranged on the screw rod of said bolt (9), between the perforate hole wall of aluminium sleeve and floor and vertical supporting plate pressure-bearing resin (11) is arranged.
3. curtain wall according to claim 1 and 2 is characterized in that: said two floors are processed by middle being bonded to one with PVB glue (4) of two sheet glass (5) respectively.
4. curtain wall according to claim 1 and 2 is characterized in that: said vertical supporting plate and two floors are bonded to one by compatibility shearing resistance glue (10).
5. curtain wall according to claim 3 is characterized in that: said vertical supporting plate and two floors are bonded to one by compatibility shearing resistance glue (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011202469472U CN202164727U (en) | 2011-07-13 | 2011-07-13 | Glass curtain wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011202469472U CN202164727U (en) | 2011-07-13 | 2011-07-13 | Glass curtain wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202164727U true CN202164727U (en) | 2012-03-14 |
Family
ID=45800565
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011202469472U Withdrawn - After Issue CN202164727U (en) | 2011-07-13 | 2011-07-13 | Glass curtain wall |
Country Status (1)
Country | Link |
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CN (1) | CN202164727U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102345335A (en) * | 2011-07-13 | 2012-02-08 | 沈阳远大铝业工程有限公司 | Glass curtain wall |
CN106245830A (en) * | 2016-08-03 | 2016-12-21 | 广东坚朗五金制品股份有限公司 | Glass attachment structure and construction method thereof |
-
2011
- 2011-07-13 CN CN2011202469472U patent/CN202164727U/en not_active Withdrawn - After Issue
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102345335A (en) * | 2011-07-13 | 2012-02-08 | 沈阳远大铝业工程有限公司 | Glass curtain wall |
CN106245830A (en) * | 2016-08-03 | 2016-12-21 | 广东坚朗五金制品股份有限公司 | Glass attachment structure and construction method thereof |
CN106245830B (en) * | 2016-08-03 | 2020-05-19 | 广东坚朗五金制品股份有限公司 | Glass connecting structure and construction method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20120314 Effective date of abandoning: 20130626 |
|
RGAV | Abandon patent right to avoid regrant |