CN2848991Y - Unit type curtain wall structure - Google Patents
Unit type curtain wall structure Download PDFInfo
- Publication number
- CN2848991Y CN2848991Y CN 200520145944 CN200520145944U CN2848991Y CN 2848991 Y CN2848991 Y CN 2848991Y CN 200520145944 CN200520145944 CN 200520145944 CN 200520145944 U CN200520145944 U CN 200520145944U CN 2848991 Y CN2848991 Y CN 2848991Y
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- frame
- transverse frame
- munnion
- curtain wall
- joint strip
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Abstract
The utility model relates to a unit type curtain wall structure, which comprises an upper transverse frame of a unit plate, the lower transverse frame of the unit plate, two mullions, a sealing device, and a water drainage device, wherein the sealing device and the water drainage device are arranged among the upper transverse frame, the lower transverse frame and the two mullions. The upper transverse frame and a mullion are provided with insertion fins. The utility model is characterized in that the upper transverse frame and the mullion with the insertion fins are the separated structure, and each separated structure is composed of a main body frame and an auxiliary insertion frame. After connection through a fastener, the separated structure is inserted with a lower horizontal frame and a mullion of the other unit plate. The utility model has the advantages that because the auxiliary insertion frame and the main body frame are the separated structure, the insertion position can be determined by the unit plate according to the lofting of the three-dimensional space. By adjusting the position and angle of the auxiliary insertion frame corresponding to the main body frame during assembly, the connection of the auxiliary insertion frame and the main body frame can be assembled on the optional position as required to satisfy the spatial form requirements of various buildings and to realize the sealing function, water discharge function, etc. of the curtain wall.
Description
Technical field
The utility model relates to a kind of building external envelope structure, and promptly a kind of unitized curtain wall structure is specially adapted in the super highrise building, and architectural image is hyperboloid and the curtain wall system that the curtain wall heat-insulating property is had the employing cellular structure of strict demand.
Background technology
Unit type curtain wall is owing to the processing of unit plate is all carried out in factory with assembling, so can control part processing precision and plate assembling quality effectively, again because adopt connected structure between unit plate, thereby positioning accuracy height, curtain wall surface finish height, and on-the-spot fitting operation is simple and easy to do, can construct simultaneously with civil engineering structure, cross-operation.Unit type curtain wall is made the precision height because of it, and the characteristics of quick for installation, short construction period are widely used in the modernized curtain wall for high rise building structure.But along with the appearance in succession of the various surface modelings of building, various hyperboloid spatial modellings buildings have appearred.For the hyperboloid moulding of certain curvature, common unit type curtain wall can not the fitting surface moulding, and the realization of sealing drain function.Adopt unit plate hyperbolic curved arc mode, glass and section bar complex manufacturing technology, cost are very high.And only has theoretic realizability under a lot of situations.
Summary of the invention
The purpose of this utility model provides a novel unitized curtain wall structure, it can realize the perfect moulding of unit type curtain wall at the hyperboloid solid space, can also realize complete seal and draining to hyperboloid cell curtain wall structure, and finish the disconnected heat of aluminium extruded sections by novel heat insulating strip structure.
The purpose of this utility model is achieved in that it comprises upper transverse frame, lower transverse frame and two munnions of unit plate and is installed in therebetween sealing device and dewatering installation, wherein upper transverse frame and a munnion have plug-wing, it is characterized in that the upper transverse frame and the munnion that have the grafting thorn are the branch body structure, form by body frame and attached grafting frame, connect the back with securing member and peg graft with the lower transverse frame and the munnion of another unit plate.
The utility model has the advantages that: because attached grafting frame and body frame are the branch body structures, unit plate can be determined plug-in position according to the three dimensions setting-out, regulate position and the angle of attached grafting frame during by assembling with respect to body frame, attached grafting frame and body frame be connected optional position combination on request, thereby the various spatial modellings that satisfy building require and the realization of function such as curtain wall sealing draining.
Description of drawings
Fig. 1 is the utility model cell curtain wall branch trrellis diagram.
Fig. 2 is the A-A sectional view among Fig. 1.
Fig. 3 is the B-B sectional view among Fig. 1.
Fig. 4 is the C-C sectional view among Fig. 1.
Fig. 5 is the draining schematic diagram of the utility model hermetically-sealed construction.
The specific embodiment
Fig. 2 and Fig. 4 are the node diagram of unit plate munnion, and wherein Fig. 2 represents the sectional view of unit plate horizontal direction (promptly horizontal) misalignment position, and Fig. 4 is the horizontal direction sectional view of the non-misalignment position in unit plate lower transverse frame position.
1 is the munnion body frame of right sided cell plate among the figure, the 4th, and the munnion of left cell plate, the attached grafting frame 2 of munnion body frame 1 and munnion is formed a munnion of right sided cell plates.Because building is the space curved surface moulding, exist on each horizontal profile apart from the dislocation H (promptly not in same plane) that does not wait between unit plate, can obtain the position relation of attached grafting frame 2 of munnion and munnion body frame 1 by the three dimensions setting-out, peg graft accurately with the munnion 4 of adjacent plate fixedlying connected the back by screw 3 between the attached grafting frame 2 of munnion and the munnion body frame 1, finish the installation of unit plate in the lateral attitude.
Fig. 3 represents the sectional view of the horizontal frame plugging position of unit plate, and 11 is lower transverse frames of unit plate among the figure, the 15th, and the upper transverse frame body frame of following adjacent plate.In order to adapt to the dislocation requirement that distance does not wait on the different vertical section between plate, horizontal frame of the present utility model has adopted the principle identical with munnion, fixedly connected back with upper transverse frame body frame 15 by screw 3 the attached grafting frame 14 of upper transverse frame and lower transverse frame 11 grafting, to satisfy the dislocation of different distance.
Sealing of the present utility model and discharge structure are achieved in that
By Fig. 2 and Fig. 4 as seen, the position of pegging graft at attached grafting frame 2 of munnion and munnion 4 is equipped with sealing joint strip 5,6, and the foam 8 of holding one's breath is housed in inserting groove, with the air-tightness of further assurance curtain wall.Place, slit between two unit plates is equipped with dock sealing joint strip 7 in addition.
The sealing of horizontal frame of the present utility model and discharge structure are equipped with sealing joint strip 16,10 at the attached grafting frame 14 of upper transverse frame with lower transverse frame 11 splicing positions, and the foam 8 of holding one's breath are housed in inserting groove as shown in Figure 3.As seen from the figure, sealing joint strip 10 drapes over one's shoulders the glue bar for continous way, can realize the layering draining of curtain wall.Simultaneously place, the slit between two unit plates is equipped with multiple dash sealing joint strip 26, multiple dash sealing joint strip 26 be positioned at continous way drape over one's shoulders water-stop adhesive tape 10 above, equate with the plate width.Multiple dash sealing joint strip 26 is provided with three layers of dash wing, and has drain hole 17 (Fig. 5) on the dash wing discontinuously, and the front end at the attached grafting frame 14 of upper transverse frame also has drain hole 18 simultaneously.Continous way is draped over one's shoulders the layering draining that water-stop adhesive tape 10 and the combination of multiple dash sealing joint strip 26 can realize cell curtain wall.
Continous way is draped over one's shoulders water-stop adhesive tape 10, multiple dash sealing joint strip 26 forms space III and space IV with sealing joint strip 16 through the grafting of last lower transverse frame, the sealing that continous way is draped over one's shoulders water-stop adhesive tape 10 and multiple dash sealing joint strip 26 intercepts most of rainwater, but because the blast effect also has the space I of small part rainwater in Fig. 2 to enter into space III, the drain hole 17 that is interrupted on the dash wing of multiple dash sealing joint strip 26 be pressure compensation opening be again outfall, the effect of pressure compensation opening has reduced the infiltration of rainwater with space III and the extraneous equipressure that forms.The effect of outfall is that the rainwater that enters space III is discharged by the drain hole 17 of multiple dash sealing joint strip 26.Under the very big situation of wind-force, rainwater may be penetrated into space IV, and a small amount of rainwater here can flow to by the drain hole 18 on the attached grafting frame 14 of upper transverse frame in the space III of lower floor unit, discharges by the drain hole 17 of multiple dash sealing joint strip 26.
Limit portion in the attached grafting frame 14 of upper transverse frame is equipped with sideslip formula lock pin 13 and spacing lock pin 12, be screwed between the attached grafting frame 14 of the upper transverse frame of a sideslip formula lock pin 13 and a unit plate, the attached grafting frame 14 of the upper transverse frame of the unit plate adjacent with level is pegged graft.Fixedly connected with screw 27 between the bottom of spacing lock pin 12 and the sideslip formula lock pin 13, top is inserted in the munnion die cavity of top adjacent cells plate.
The utility model has adopted the sideslip formula lock pin 13 of adjustable position and has prevented the spacing lock pin 12 of irregular plate centre-of gravity shift.Unit plate plays location and guiding, draining and sealing about about sideslip formula lock pin 13 connects.Sideslip formula lock pin 13 with about the up and down grafting crosspoint sealing of four plates, the rainwater that the upper strata plate flows down is discharged the flow through drain hole 18 of the attached grafting frame 14 of upper transverse frame of its branch by sideslip formula lock pin 13.Spacing lock pin 12 bases and sideslip formula lock pin 13 are connected and fixed, and insert to go up in the die cavity of munnion body frame of unit plate at the top, finish planar spacing of irregular quadrilateral unit plate.
The plug joint of Fig. 2 and curtain wall lateral cell shown in Figure 4 is formed three seals by sealing joint strip 7,6,5.The sealing of butt joint adhesive tape 7 intercepts most of rainwater, but because the blast effect also has the small part rainwater to enter into space I, space I is communicated with the space III of figure three, because the drain hole 17 of multiple dash sealing joint strip 26 makes space I identical with extraneous air pressure, reduced rain penetration, the rainwater that enters space I is because of discharging by the drain hole 17 of multiple dash sealing joint strip 26 in the deadweight inflow lower layer space III.Munnion is pegged graft through the sealing formation space II of adhesive tape 6 with adhesive tape 5, and space II communicates with space IV, enters the rainwater inflow space IV of space II, discharges by the layering draining.
Because building is the hyperboloid moulding, so may there be the situation of toppling over to the indoor in the munnion of curtain wall, water in the II of space will flow to indoor along the section bar inwall like this, in the grafting chamber of munnion 4 and the attached grafting frame 2 of munnion, water guide structure is set and (promptly dash adhesive tape 28 is set at munnion 4, and on the attached grafting frame 2 of munnion, guiding gutter 29 is set), then can effectively stop the water in the II of space to flow, and it is imported space IV to indoor.
Can more clearly understand the drainage principle of a whole set of structure by Fig. 5.Because the rainwater 19 that the blast effect enters in the grafting chamber of adhesive tape 7 drops on the upper surface that continous way is draped over one's shoulders water-stop adhesive tape 10 owing to conduct oneself with dignity, and can directly discharge.Enter the rainwater 20 of space I because deadweight falls into space III, discharge by the drain hole on the multiple dash sealing joint strip 26 17 with the rainwater 21 that directly enters space III.The rainwater 22 that enters space II on a small quantity falls in the IV of space, and the drain hole 18 of attached grafting frame 14 front ends of process upper transverse frame flows in the space I of lower floor unit.Like this, whole system is tightly reliable, has guaranteed the watertightness performance of curtain wall.
Claims (7)
1, a kind of unitized curtain wall structure, it comprises upper transverse frame, lower transverse frame and two munnions of unit plate and is installed in therebetween sealing device and dewatering installation, wherein upper transverse frame and a munnion have plug-wing, it is characterized in that the upper transverse frame and the munnion that have the grafting thorn are the branch body structure, form by body frame and attached grafting frame, connect the back with securing member and peg graft with the lower transverse frame and the munnion of another unit plate.
2, according to the said unitized curtain wall structure of claim 1, the limit portion in last horizontal attached grafting frame that it is characterized in that is equipped with sideslip formula lock pin and spacing lock pin, fix with securing member between the attached grafting frame of the upper transverse frame of a sideslip formula lock pin and a unit plate, peg graft with the attached grafting frame of the upper transverse frame of horizontal adjacent plate, fixedly connected with sideslip formula lock pin in the bottom of spacing lock pin, top is inserted in the munnion die cavity of top adjacent cells plate.
3, according to the said unitized curtain wall structure of claim 1, it is characterized in that being provided with sealing joint strip at the position that last lower transverse frame is pegged graft, the sealing adhesive tape is an apron flashing formula sealing joint strip, apron flashing formula sealing joint strip is the continous way structure.
4, according to the said cell curtain wall structure of claim 1, the sealing joint strip that it is characterized in that place, slit between the lower transverse frame is multiple dash sealing joint strip, be positioned at apron flashing formula sealing joint strip above, multiple dash sealing joint strip is provided with two dash wings at least, with each plate with wide.
5, according to the said unitized curtain wall structure of claim 1, it is characterized in that on last lower transverse frame and munnion, heat insulating strip being installed, heat insulating strip is combined by two different heat insulating strips, and wherein one has an adhesive tape notch at least, and another root has the airspace muscle.
6, according to the said unitized curtain wall structure of claim 1, it is characterized in that munnion and on fill out in the inserting groove of lower transverse frame and establish the foam of holding one's breath.
7, according to the said unitized curtain wall structure of claim 1, it is characterized in that in the die cavity form of pegging graft by munnion, water guide structure being set, water guide structure comprises the guiding gutter that is provided with on the dash adhesive tape that is installed on the side munnion inwall and the opposite side munnion inwall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520145944 CN2848991Y (en) | 2005-12-23 | 2005-12-23 | Unit type curtain wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520145944 CN2848991Y (en) | 2005-12-23 | 2005-12-23 | Unit type curtain wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2848991Y true CN2848991Y (en) | 2006-12-20 |
Family
ID=37521474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520145944 Expired - Fee Related CN2848991Y (en) | 2005-12-23 | 2005-12-23 | Unit type curtain wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2848991Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051994A (en) * | 2009-11-10 | 2011-05-11 | 许克国际两合公司 | Building facade |
| CN102505783A (en) * | 2011-10-10 | 2012-06-20 | 苏州柯利达装饰股份有限公司 | Adjacent panel misplacement unit glass wall system |
| CN102776958A (en) * | 2012-07-24 | 2012-11-14 | 杜军桦 | Building curtain wall panel space structure |
| CN102948338A (en) * | 2011-12-27 | 2013-03-06 | 上海本道幕墙（集团）有限公司 | Greening device system for various curtain wall structures |
| WO2013040885A1 (en) * | 2011-09-20 | 2013-03-28 | 沈阳远大铝业工程有限公司 | Waterproof, thermally-insulating, unitized curtain wall |
| CN103015580A (en) * | 2011-09-27 | 2013-04-03 | 苏州金螳螂幕墙有限公司 | Curtain wall of multi-specification unit curtain wall combination |
| CN103015582A (en) * | 2011-09-27 | 2013-04-03 | 苏州金螳螂幕墙有限公司 | Curtain wall with inner drainage channel |
| CN103061434A (en) * | 2011-10-19 | 2013-04-24 | 沈阳远大铝业工程有限公司 | Unit curtain wall of upper transverse frame component with novel structure |
| CN103422595A (en) * | 2012-12-28 | 2013-12-04 | 江河创建集团股份有限公司 | Transverse sliding type rear leveling unit system and manufacturing process thereof |
| CN103912086A (en) * | 2014-04-10 | 2014-07-09 | 中机中联工程有限公司 | Concave and convex glass curtain wall structure and construction method for same |
| CN116145868A (en) * | 2023-04-17 | 2023-05-23 | 北京城建建设工程有限公司 | Construction method of waterproof structure of slotted aluminum plate |
-
2005
- 2005-12-23 CN CN 200520145944 patent/CN2848991Y/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051994B (en) * | 2009-11-10 | 2015-08-19 | 许克国际两合公司 | Building facade |
| CN102051994A (en) * | 2009-11-10 | 2011-05-11 | 许克国际两合公司 | Building facade |
| WO2013040885A1 (en) * | 2011-09-20 | 2013-03-28 | 沈阳远大铝业工程有限公司 | Waterproof, thermally-insulating, unitized curtain wall |
| CN103015580A (en) * | 2011-09-27 | 2013-04-03 | 苏州金螳螂幕墙有限公司 | Curtain wall of multi-specification unit curtain wall combination |
| CN103015582A (en) * | 2011-09-27 | 2013-04-03 | 苏州金螳螂幕墙有限公司 | Curtain wall with inner drainage channel |
| CN102505783A (en) * | 2011-10-10 | 2012-06-20 | 苏州柯利达装饰股份有限公司 | Adjacent panel misplacement unit glass wall system |
| CN103061434B (en) * | 2011-10-19 | 2015-10-21 | 沈阳远大铝业工程有限公司 | Adopt the cell curtain wall of new construction upper transverse frame assembly |
| CN103061434A (en) * | 2011-10-19 | 2013-04-24 | 沈阳远大铝业工程有限公司 | Unit curtain wall of upper transverse frame component with novel structure |
| CN102948338A (en) * | 2011-12-27 | 2013-03-06 | 上海本道幕墙（集团）有限公司 | Greening device system for various curtain wall structures |
| CN102776958A (en) * | 2012-07-24 | 2012-11-14 | 杜军桦 | Building curtain wall panel space structure |
| CN103422595A (en) * | 2012-12-28 | 2013-12-04 | 江河创建集团股份有限公司 | Transverse sliding type rear leveling unit system and manufacturing process thereof |
| CN103422595B (en) * | 2012-12-28 | 2016-02-17 | 江河创建集团股份有限公司 | Concordant cell cube system and manufacture craft thereof after sideslip formula |
| CN103912086A (en) * | 2014-04-10 | 2014-07-09 | 中机中联工程有限公司 | Concave and convex glass curtain wall structure and construction method for same |
| CN103912086B (en) * | 2014-04-10 | 2015-12-02 | 中机中联工程有限公司 | Concavo-convex glass curtain wall structure and construction method thereof |
| CN116145868A (en) * | 2023-04-17 | 2023-05-23 | 北京城建建设工程有限公司 | Construction method of waterproof structure of slotted aluminum plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20061220 Termination date: 20111223 |