CN205171702U - Latent frame glass curtain wall seismic joint structure of building - Google Patents
Latent frame glass curtain wall seismic joint structure of building Download PDFInfo
- Publication number
- CN205171702U CN205171702U CN201521032268.XU CN201521032268U CN205171702U CN 205171702 U CN205171702 U CN 205171702U CN 201521032268 U CN201521032268 U CN 201521032268U CN 205171702 U CN205171702 U CN 205171702U
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- frame
- sides
- aseismatic joint
- secondary frame
- 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
Links
- 239000011521 glass Substances 0.000 title claims abstract description 27
- 238000007789 sealing Methods 0.000 claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 10
- 210000002421 cell wall Anatomy 0.000 claims description 7
- 239000003292 glue Substances 0.000 claims description 6
- 239000000565 sealant Substances 0.000 claims description 4
- 230000006378 damage Effects 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract 1
- 238000009958 sewing Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a latent frame glass curtain wall seismic joint structure of building, the seismic joint who reserves in the curtain wall construction, seismic joint's both sides be the coexistence post of curtain, and the crossbeam that links firmly with the stand supports the medial surface of posture in standing (qigong) post, and the middle part top -down equipartition of two stand leading flanks has the clamp plate, and it is fixed with first, second pair frame to peg graft respectively in the clearance of leaving between inside and outside both sides of clamp plate and the stand, and the bolt passes the clamp plate with predetermined nut fastening connection in the stand die cavity, first pair of frame passes through the glass panels bonding that the structure was glued and the curtain is the most marginal to be fixed, at least, be fixed with one the elasticity sealing strip between the vice frame of second of seismic joint both sides. Simple structure establishes the elasticity sealing strip shockproof the sewing on of curtain, and sealing strip itself is easily deformable, not only can satisfy the deformation distortion that the earthquake centre takes place, and the deformation of elasticity material can be to the curtain wall construction production damage of both sides moreover.
Description
Technical field
The utility model relates to building curtain wall construction field, relates in particular to a kind of building concealed frame glass curtain wall aseismatic joint structure.
Background technology
For avoiding building destruction, the vertical build joint arranged by shockproof requirements is called aseismatic joint.Aseismatic joint is generally arranged on the sensitive part of malformation, arranges along house foundation end face comprehensively, enables building be divided into the uniform unit independent deformation of some rigidity, is conducive to reducing the torsion in house like this and improves the anti-seismic performance of structure.The usual specialized designs aseismatic joint of constructure body structure increases the non-deformability of agent structure, therefore, also need during Designing of Glass Curtain Walls Aluminum Alloy Machining Diuision to reserve aseismatic joint at correspondence position, in order to avoid rainwater invasion and attack, usually between the column of the aseismatic joint both sides of curtain wall, fix one block of iron sheet for joint seal, when iron sheet structure not only affects the attractive in appearance of curtain wall but also rigid distortion, damage can be caused to curtain wall itself.
Utility model content
The utility model overcomes existing defect provides a kind of building concealed frame glass curtain wall aseismatic joint structure, and structure is simple, be convenient to install, and can not damage the mechanism of curtain wall itself during distortion.
The utility model realizes by following technical solution:
Building concealed frame glass curtain wall aseismatic joint structure, comprise aseismatic joint reserved in curtain wall construction, the both sides of aseismatic joint are two columns of curtain wall, the crossbeam be connected with column props up the medial surface of column, the middle part of two column leading flanks is evenly equipped with pressing plate from top to bottom, in the gap left between both sides and column inside and outside pressing plate, grafting is fixed with first respectively, second secondary frame, bolt is fastenedly connected through the nut preset in described pressing plate and described column cavity, first secondary frame is adhesively fixed by the face glass at structure glue and the most edge of curtain wall, one elastic sealing bands is at least fixed with between second secondary frame of described aseismatic joint both sides.
The further improvement project of the utility model is, first, second secondary frame described be fixed on column, U-lag frame that opening is oppositely arranged, described crossbeam props up the lateral surface of described first secondary frame bottom land, before described first secondary frame, cell wall is bonded with described structure glue.
The utility model further improvement project is, first, second elastic sealing bands is provided with between second secondary frame of described aseismatic joint both sides, before described second secondary frame, the end of cell wall is provided with the fixation wall extended forward, the lateral surface of described fixation wall is provided with the inverted U-shaped draw-in groove coordinating grafting with described first elastic sealing bands side, and the lateral surface of described second secondary frame bottom land is provided with the inverted U-shaped draw-in groove coordinating grafting with described second elastic sealing bands side.
The utility model further improvement project is, described second elastic sealing bands is the rubber strip being provided with vertical fold.。
The utility model further improvement project is, is filled with weather proofing sealant in the gap left between the medial surface of described fixation wall and face glass.
The utility model further improvement project is, the rubber strip that described first elastic sealing bands is made up of ornamental portion and the Z-shaped variant part that is connected to ornamental portion both sides of U-lag shape, and the notch of described ornamental portion is inwardly offered.
The utility model further improvement project is, the bottom land lateral surface of described ornamental portion is concordant with described face glass.
Compared to the prior art the utility model has the following advantages:
One, the utility model structure is simple, and the aseismic joint of curtain wall establishes elastic sealing bands, and band itself is easily deformable, can not only meet distorting of earthquake centre generation, and the distortion of elastic material can not produce damage to the curtain wall construction of both sides.
Two, first, second secondary frame of the utility model is arranged on column simultaneously, and the second secondary frame is provided with inverted U-shaped draw-in groove, only the side of elastic sealing bands need be inserted in inverted U-shaped draw-in groove and can fix, convenience quick for installation during installation.
Three, the first elastic sealing bands both sides of the present utility model are Z-shaped variant part, the vertical fold that second elastic sealing bands is provided with, two kinds of structures are all convenient to torsional deformation when elastic sealing bands extrudes to centre, during further Reducing distortion, band is to the extruding force of both sides curtain wall construction, guarantees to damage curtain wall construction.
Four, be filled with weather proofing sealant in the gap left between the utility model fixation wall medial surface and face glass, prevent the agent structure such as rain erosion column, first, second secondary frame, guarantee the application life of whole curtain wall.
Accompanying drawing explanation
Fig. 1 is the utility model cross sectional representation.
Fig. 2 is the first elastic sealing bands structural representation.
Detailed description of the invention
As Fig. 1, building concealed frame glass curtain wall aseismatic joint structure shown in 2, comprise aseismatic joint 1 reserved in curtain wall construction, the both sides of aseismatic joint 1 are two columns 2 of curtain wall, the crossbeam 3 be connected with column 2 props up the medial surface of column 2, the middle part of two column 2 leading flanks is evenly equipped with pressing plate 4 from top to bottom, in the gap left between both sides and column 2 inside and outside pressing plate 4, grafting is fixed with first respectively, second secondary frame 5, 6, bolt 7 is fastenedly connected through the interior nut preset of pressing plate 4 and described column 2 die cavity, first secondary frame 5 is adhesively fixed by the face glass 9 at the most edge of structure glue 8 and curtain wall, one elastic sealing bands is at least fixed with between second secondary frame 6 of described aseismatic joint 1 both sides.
In the present embodiment, first, second secondary frame 5,6 is the U-lag frame being fixed on column 2, opening is oppositely arranged, crossbeam 3 props up the lateral surface of the first secondary frame 5 bottom land, before first secondary frame 5, cell wall is bonded with described structure glue 8, namely the back side of face glass 9 is bonding with the front cell wall of the first secondary frame 5, accomplishes the effect of hidden frame.
First, second elastic sealing bands 10,11 is provided with between second secondary frame 6 of aseismatic joint 1 both sides, before second secondary frame 6, the end of cell wall is provided with the fixation wall 12 extended forward, the lateral surface of fixation wall 12 is provided with the inverted U-shaped draw-in groove 13 coordinating grafting with the first elastic sealing bands 10 side, the lateral surface of the second secondary frame 6 bottom land is provided with the inverted U-shaped draw-in groove 13 coordinating grafting with the second elastic sealing bands 11 side, first, second elastic sealing bands grafting is fixed on the second secondary frame 6, quick and easy for installation.
Second elastic sealing bands 11 is for being provided with the rubber strip of vertical fold, the rubber strip that first elastic sealing bands 10 is made up of ornamental portion 15 and the Z-shaped variant part 16 that is connected to ornamental portion 15 both sides of U-lag shape, vertical fold and Z-shaped variant part are convenient to total crimp.
The notch of ornamental portion 15 is inwardly offered, and the bottom land lateral surface of ornamental portion 15 is concordant with described face glass 9, forms an integral plane with curtain wall, handsome in appearance, meets the mentality of designing of curtain wall.Be filled with weather proofing sealant 14 in the gap left between the medial surface of fixation wall 12 and face glass 9, total seals, and prevents rain erosion internal construction.
Claims (7)
1. build concealed frame glass curtain wall aseismatic joint structure, comprise aseismatic joint (1) reserved in curtain wall construction, the both sides of aseismatic joint (1) are two columns (2) of curtain wall, the crossbeam (3) be connected with column (2) props up the medial surface of column (2), it is characterized in that: the middle part of two column (2) leading flanks is evenly equipped with pressing plate (4) from top to bottom, in the inside and outside gap left between both sides and column (2) of pressing plate (4), grafting is fixed with first respectively, second secondary frame (5, 6), bolt (7) is fastenedly connected through the interior nut preset of described pressing plate (4) and described column (2) die cavity, first secondary frame (5) is adhesively fixed by the face glass (9) at the most edge of structure glue (8) and curtain wall, one elastic sealing bands is at least fixed with between second secondary frame (6) of described aseismatic joint (1) both sides.
2. according to building concealed frame glass curtain wall aseismatic joint structure according to claim 1, it is characterized in that: described first, second secondary frame (5,6) U-lag frame that column (2) is upper in order to be fixed on, opening is oppositely arranged, described crossbeam (3) props up the lateral surface of described first secondary frame (5) bottom land, and described first secondary frame (5) front cell wall is bonded with described structure glue (8).
3. according to concealed frame glass curtain wall aseismatic joint structure according to claim 2, it is characterized in that: between the second secondary frame (6) of described aseismatic joint (1) both sides, be provided with first, second elastic sealing bands (10, 11), the end of described second secondary frame (6) front cell wall is provided with the fixation wall (12) extended forward, the lateral surface of described fixation wall (12) is provided with the inverted U-shaped draw-in groove (13) coordinating grafting with described first elastic sealing bands (10) side, the lateral surface of described second secondary frame (6) bottom land is provided with the inverted U-shaped draw-in groove (13) coordinating grafting with described second elastic sealing bands (11) side.
4. according to building concealed frame glass curtain wall aseismatic joint structure according to claim 3, it is characterized in that: described second elastic sealing bands (11) is for being provided with the rubber strip of vertical fold.
5. according to the building concealed frame glass curtain wall aseismatic joint structure described in claim 3 or 4, it is characterized in that: in the gap left between the medial surface of described fixation wall (12) and face glass (9), be filled with weather proofing sealant (14).
6. according to the building concealed frame glass curtain wall aseismatic joint structure described in claim 3 or 4, it is characterized in that: the rubber strip that described first elastic sealing bands (10) is made up of ornamental portion (15) and the Z-shaped variant part (16) that is connected to ornamental portion (15) both sides of U-lag shape, the notch of described ornamental portion (15) is inwardly offered.
7. according to building concealed frame glass curtain wall aseismatic joint structure according to claim 6, it is characterized in that: the bottom land lateral surface of described ornamental portion (15) is concordant with described face glass (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201521032268.XU CN205171702U (en) | 2015-12-14 | 2015-12-14 | Latent frame glass curtain wall seismic joint structure of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201521032268.XU CN205171702U (en) | 2015-12-14 | 2015-12-14 | Latent frame glass curtain wall seismic joint structure of building |
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CN205171702U true CN205171702U (en) | 2016-04-20 |
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CN201521032268.XU Expired - Fee Related CN205171702U (en) | 2015-12-14 | 2015-12-14 | Latent frame glass curtain wall seismic joint structure of building |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105386527A (en) * | 2015-12-14 | 2016-03-09 | 江苏鸿升装饰工程有限公司 | Seismic joint structure of building hidden frame glass curtain wall |
CN109098397A (en) * | 2018-09-30 | 2018-12-28 | 湖州知辉进出口贸易有限公司 | A kind of fitting-out work cover-strip |
-
2015
- 2015-12-14 CN CN201521032268.XU patent/CN205171702U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105386527A (en) * | 2015-12-14 | 2016-03-09 | 江苏鸿升装饰工程有限公司 | Seismic joint structure of building hidden frame glass curtain wall |
CN109098397A (en) * | 2018-09-30 | 2018-12-28 | 湖州知辉进出口贸易有限公司 | A kind of fitting-out work cover-strip |
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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: 20160420 |