CN201605691U - Single track sealing structure of unit type curtain wall - Google Patents
Single track sealing structure of unit type curtain wall Download PDFInfo
- Publication number
- CN201605691U CN201605691U CN2009202781344U CN200920278134U CN201605691U CN 201605691 U CN201605691 U CN 201605691U CN 2009202781344 U CN2009202781344 U CN 2009202781344U CN 200920278134 U CN200920278134 U CN 200920278134U CN 201605691 U CN201605691 U CN 201605691U
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- China
- Prior art keywords
- curtain wall
- water
- adhesive tape
- notch
- unit type
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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.)
- Expired - Lifetime
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Abstract
The utility model discloses a single track sealing structure of a unit type curtain wall. A unit body plate block is formed by the left inserting and the right inserting of a male stand column and a female stand column and the horizontal inserting of a male beam and a female beam; the outer sides in the transverse direction and the vertical direction of the inserting positions are provided with water-wiping adhesive tapes for preventing most rainwater from penetrating into an isotonic cavity of the curtain wall; the inserted wing edge of the male stand column is provided with a sealing glue notch; the notch is internally provided with a sealing adhesive tape; the female stand column is provided with an adhesive tape baffle board which corresponds to the sealing adhesive tape; the male beam is provided with a water-wiping profile; the wing edge end of the water-wiping profile is provided with an adhesive tape notch; the notch is internally provided with the sealing adhesive tape; the water-wiping profile is inserted with the male beam, wherein the inserting end is provided with a water accumulating groove; and the position of a water accumulating groove of the male beam corresponds to that of the water accumulating groove. The unit type curtain wall single track sealing structure has simple structure and convenient construction, saves the sealing adhesive tape, and has excellent sealing performance which can reach more than 1500Pa.
Description
Technical field
The utility model relates to a kind of unit type curtain wall hermetically-sealed construction, and specifically a kind of unit type curtain wall compresses the Sealing Technology that forms the single track water-proof wire by silicone seal adhesive tape and adhesive tape baffle plate.
Background technology
Extremely shown in Figure 9 as Fig. 7, the unit type curtain wall plate is by male and female column (1,2) peg graft about, male and female crossbeam (3,4) grafting forms up and down, public post (2) and public crossbeam (4) generally have two grafting edges of a wing, grafting edge of a wing end is provided with the sealing joint strip notch, sealing joint strip (7,8) penetrate notch, male and female column (1, when 2) pegging graft, sealing joint strip (7) in the notch of public post (2) the grafting edge of a wing contacts with the profile wall of female column (1) opposite position, male and female crossbeam (3, when 4) pegging graft, sealing joint strip (8) in the notch of public crossbeam (4) the grafting edge of a wing contacts with the profile wall of female crossbeam (3) opposite position, thereby forms a pressure chamber.From the outdoor past indoor two seals adhesive tape that needs at least.Arranged outside horizontal and vertical abutment joint is criticized the glue bar, and equivalent pressure cavity of formation and pressure outside are kept balance between batch glue bar and the first road sealing joint strip.Water storage tank is embedded in public crossbeam and is positioned at the unit type curtain wall seam crossing.Open leaking hole on the public beam side wall, be discharged to the water that enters on a small quantity in the pressure chamber outdoor.
Owing to need the two seals adhesive tape to form pressure chamber at least, can increase the consumption of sealing joint strip and increase the cell cube machining period, cause cost to increase, because public crossbeam is embedded in water storage tank, male and female crossbeam combined altitudes will inevitably be very big, can increase the section bar consumption and cause waste, water storage tank can only be used for adjacent 180 ° of butt joints, can make troubles when corner units is pegged graft.
Unit type curtain wall watertightness when four property tests of utilization sealing technology reaches 700Pa～1000Pa.
The utility model content
The purpose of this utility model provides a kind of unit type curtain wall single track Sealing Technology, unit plate compresses the silicone sealant bar that penetrates the section bar notch when pegging graft and forms continuous water-proof wire, by construction measure water storage tank and scupper are set, the water of a small amount of infiltrate equivalent pressure cavity is discharged to outdoor, prevents that rainwater from passing through in the seam inlet chamber.
For achieving the above object, the utility model is taked following technical scheme:
A kind of unit type curtain wall single track hermetically-sealed construction, it is pegged graft about by the male and female column, male and female crossbeam level grafting component units body plate; Horizontal and the vertical arranged outside of pegging graft is criticized the glue bar, is used to stop most of rainwater to infiltrate in the curtain wall equivalent pressure cavity; The wherein public post grafting edge of a wing is provided with the fluid sealant notch, is provided with sealing joint strip in the notch, and female column is provided with the adhesive tape baffle plate corresponding with the sealing adhesive tape; Public crossbeam is provided with batch water section bar, and batch water section bar edge of a wing end is provided with the adhesive tape notch, is provided with sealing joint strip in the notch; Described batch of water section bar and public crossbeam are pegged graft, and its inserted terminal is provided with water storage tank, and public crossbeam water storage tank is corresponding with this water storage tank position.
Above-mentioned unit type curtain wall single track hermetically-sealed construction wherein, is vertically criticized the glue bar and is criticized the disconnection of glue bar place in level, and level is criticized the glue bar and left opening in cell cube plate junction.
Above-mentioned unit type curtain wall single track hermetically-sealed construction wherein, is provided with leaking hole in the described batch of water section bar water storage tank.
Above-mentioned unit type curtain wall single track hermetically-sealed construction, wherein, the adjacent male and female column sidewall in described public crossbeam water storage tank place has leaking hole.Be covered with silicon rubber rubber on the described batch of water section bar.
Advantage of the present utility model and beneficial effect are:
The method that the utility model unit type curtain wall single track Sealing Technology adopts unimpeded to combine stops rainwater to enter by compressing silicone sealant bar formation water-proof wire, is discharged to the rainwater that enters on a small quantity outdoor by batch water section bar construction measure.The utility model simple structure, sealing joint strip is saved in easy construction, and sealing performance is superior, can reach more than the 1500Pa.
Above the utility model content part has been done sufficient explanation to the utility model, below in conjunction with the drawings and specific embodiments the utility model is described in further details, present embodiment only is the utility model preferred forms, is not to qualification of the present utility model.
Description of drawings
Fig. 1: unit plate location diagram;
Fig. 2: unit plate cut-away view;
Fig. 3: vertical and horizontal seal adhesive tape location diagram;
Fig. 4: vertical and level is criticized glue bar location diagram;
Fig. 5: cross-sectional node diagram;
Fig. 6: vertical profile node diagram;
Fig. 7 to Fig. 9: existing unit type curtain wall Sealing Technology accompanying drawing.
The specific embodiment
Extremely shown in Figure 6 referring to Fig. 1, unit plate one is pegged graft by public post 2 and female column about 1 with unit plate two, cell cube plate two is pegged graft by batch water section bar 5 fixing on the public crossbeam 4 and female crossbeam 3 levels with cell cube plate three, the arranged outside level of transverse joint is criticized glue bar 9, the arranged outside of vertical abutment joint is vertically criticized glue bar 10, vertical batch glue bar 7 is criticized glue bar 8 places in level and is disconnected, left and right sides cell cube plate level is criticized glue bar 8 lap-joints and is sealed with silicone sealant, and level is criticized glue bar 8 and stayed little opening in adjacent cells body junction.
The public post 2 grafting edges of a wing are provided with sealing joint strip notch 6, and silicone is vertically criticized glue bar 7 and penetrated notch 6, vertically criticize glue bar 7 by silicone when male and female column 1,2 is pegged graft and compress formation single track water-proof wire with adhesive tape baffle plate 71.
On the public crossbeam 4 batch water section bar 5 is set, criticize at cell cube plate seaming position and to be covered with silicon rubber rubber 11 on the water section bar 5, criticize water section bar 5 edge of a wing ends sealing joint strip notch is set, the silicone level is criticized glue bar 8 and is penetrated notch, criticizes the horizontal water-proof wire of glue bar 8 formation single tracks by compressing the silicone level when male and female crossbeam 3,4 is pegged graft.
Criticize water section bar 5 and peg graft with public crossbeam 4, its inserted terminal is provided with water storage tank 14, and public crossbeam water storage tank 15 is corresponding with these water storage tank 14 positions.Criticize on the water section bar 5 terminal water storage tanks 14 and open leaking hole 12, the water of a small amount of infiltrate equivalent pressure cavity falls into batch water section bar 5 terminal water storage tanks 14, flow in the public crossbeam water storage tank 15 by the leaking hole on it 12, male and female column 1,2 sidewalls are opened leaking hole 12, water in the public crossbeam water storage tank flows in the male and female stand column cavity by the leaking hole on the male and female column sidewall 12, flow to batch water material surface along the stand column cavity wall, be discharged to outdoor by batch glue bar opening at last.
The method that the utility model unit type curtain wall single track Sealing Technology adopts unimpeded to combine forms continuous water-proof wire and stops rainwater to enter by compressing the silicone sealant bar, is discharged to the rainwater that enters on a small quantity outdoor by batch water section bar construction measure.Adopt silicone material sealing joint strip and silicone sealant to match, it is good to merge performance.The utility model simple structure, sealing joint strip is saved in easy construction, and sealing performance is superior, can reach more than the 1500Pa.
Claims (5)
1. unit type curtain wall single track hermetically-sealed construction, it is pegged graft about by the male and female column, male and female crossbeam level grafting component units body plate; Horizontal and the vertical arranged outside of pegging graft is criticized the glue bar, is used to stop most of rainwater to infiltrate in the curtain wall equivalent pressure cavity; It is characterized in that the public post grafting edge of a wing is provided with the fluid sealant notch, is provided with sealing joint strip in the notch, female column is provided with the adhesive tape baffle plate corresponding with the sealing adhesive tape; Public crossbeam is provided with batch water section bar, and batch water section bar edge of a wing end is provided with the adhesive tape notch, is provided with sealing joint strip in the notch; Described batch of water section bar and public crossbeam are pegged graft, and its inserted terminal is provided with water storage tank, and public crossbeam water storage tank is corresponding with this water storage tank position.
2. unit type curtain wall single track hermetically-sealed construction according to claim 1 is characterized in that, vertically criticizes the glue bar and criticizes the disconnection of glue bar place in level, and level is criticized the glue bar and left opening in cell cube plate junction.
3. unit type curtain wall single track hermetically-sealed construction according to claim 2 is characterized in that, is provided with leaking hole in the described batch of water section bar water storage tank.
4. unit type curtain wall single track hermetically-sealed construction according to claim 3 is characterized in that, the adjacent male and female column sidewall in described public crossbeam water storage tank place has leaking hole.
5. unit type curtain wall single track hermetically-sealed construction according to claim 4 is characterized in that, is covered with silicon rubber rubber on batch water section bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202781344U CN201605691U (en) | 2009-12-16 | 2009-12-16 | Single track sealing structure of unit type curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202781344U CN201605691U (en) | 2009-12-16 | 2009-12-16 | Single track sealing structure of unit type curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201605691U true CN201605691U (en) | 2010-10-13 |
Family
ID=42950400
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202781344U Expired - Lifetime CN201605691U (en) | 2009-12-16 | 2009-12-16 | Single track sealing structure of unit type curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201605691U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652670A (en) * | 2015-02-26 | 2015-05-27 | 深圳蓝波绿建集团股份有限公司 | Glass curtain wall system capable of being installed indoors |
-
2009
- 2009-12-16 CN CN2009202781344U patent/CN201605691U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652670A (en) * | 2015-02-26 | 2015-05-27 | 深圳蓝波绿建集团股份有限公司 | Glass curtain wall system capable of being installed indoors |
| CN104652670B (en) * | 2015-02-26 | 2017-11-21 | 深圳蓝波绿建集团股份有限公司 | It is a kind of can indoor location glass curtain wall system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: JANGHO GROUP CO., LTD. Free format text: FORMER NAME: BEIJING JIANGHE CURTAIN WALL CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 101300 Beijing City, Shunyi District, the north of cattle, No. five street, No. 5 Patentee after: Jiangho Group Company Limited Address before: 101300 Beijing City, Shunyi District, the north of cattle, No. five street, No. 5 Patentee before: Beijing Jianghe Curtain Wall Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20101013 |
|
| CX01 | Expiry of patent term |