CN1789580A - Unitized curtain wall structure and installation method thereof - Google Patents
Unitized curtain wall structure and installation method thereof Download PDFInfo
- Publication number
- CN1789580A CN1789580A CN 200510130854 CN200510130854A CN1789580A CN 1789580 A CN1789580 A CN 1789580A CN 200510130854 CN200510130854 CN 200510130854 CN 200510130854 A CN200510130854 A CN 200510130854A CN 1789580 A CN1789580 A CN 1789580A
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- frame
- transverse frame
- munnion
- curtain wall
- upper transverse
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Abstract
This invention relates to unit curtain structure and its installation method, which comprises unit board upper level frame, down frame and two vertical frame and the sealed device and drainage device fixed inside, wherein, the upper level frame and one vertical frame have one insert fling with rib upper level frame and vertical frame composed of main frame and adhesive inserted frame by tight parts. The advantages of this invention are the following: due to adhesive bolt and main frame structure, the unit board is positioned according to three-dimension space; adjusting the adhesive bolt frames relative position and angle to the host frame through assemble; the adhesive bolt frame and main frame connection can be combined according to requirements to satisfy the each space requirement and curtain drainage function of architecture.
Description
Technical field
The present invention relates to a kind of building external envelope structure, 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 invention is to provide 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 object of the present invention is achieved like this: 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.
Advantage of the present invention is: 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 a cell curtain wall branch trrellis diagram of the present invention.
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 hermetically-sealed construction of the present invention.
Fig. 6 is the model schematic diagram that the present invention builds the hyperboloid spatial modelling.
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 invention 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 invention 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 invention 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 present invention 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.
As shown in Figure 6, the method that the present invention adopts in vertical unit plate is installed be guarantee the lower transverse frame of all unit plates and lower floor's unit upper transverse frame attached grafting frame combination 23 all with the theoretical curve match, promptly two of this combination 23 end points 24 all remain on the theoretical curve, because the shape of plate is polygon (greater than three limits) special-shaped plane, the unit plate upper transverse frame body frame 15 after the installation will be on the theoretical curve of building.So when unit plate was installed, the present invention required the mid point 25 of plate upper transverse frame body frame 15 on theoretical curve, this template upper transverse frame body frame 15 is that axle center and theoretical curve have certain angular deviation with mid point 25 just.When the lower transverse frame 11 of upper unit plate is pegged graft with the upper transverse frame of lower floor's unit plate, guarantee to make up 23 installation site on theoretical curve, remedy deviation angle with theoretical position with regard to the position adjustment that needs upper transverse frame body frame 15 and the attached grafting frame 14 of upper transverse frame.The position that can obtain attached grafting frame 14 of upper transverse frame and upper transverse frame body frame 15 by the three dimensions setting-out concerns, is connected and fixed with screw, and it is pegged graft accurately with the lower transverse frame 11 that is connected plate, finishes the installation of unit plate in lengthwise position.
Claims (8)
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.
8, a kind of mounting method of unitized curtain wall structure, it is characterized in that at first guaranteeing the combination 23 and theoretical curve match of the attached grafting frame 14 of upper transverse frame of the lower transverse frame 11 of all unit plates and lower floor unit, promptly make up two end points 24 of 23 and all remain on the theoretical curve, the unit plate upper transverse frame body frame 15 after the installation will be on the theoretical curve of building; When unit plate was installed, the mid point 25 of upper transverse frame body frame 15 was on theoretical curve, and upper transverse frame body frame 15 is that axle center and theoretical curve have certain angular deviation with mid point 25 just; When the lower transverse frame 11 of upper unit plate is pegged graft with the lower transverse frame of lower floor's unit plate, guarantee to make up 23 installation sites on theoretical curve, the position adjustment by upper transverse frame body frame 15 and the attached grafting frame 14 of upper transverse frame remedies the deviation angle with theoretical position; The position that obtains attached grafting frame 14 of upper transverse frame and upper transverse frame body frame 15 by the three dimensions setting-out concerns, is connected and fixed the back with screw and pegs graft accurately with the lower transverse frame 11 of upper strata plate, finishes the unit assembling.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005101308542A CN100510289C (en) | 2005-12-23 | 2005-12-23 | Unitized curtain wall structure and installation method thereof |
| RU2006123483/22U RU60551U1 (en) | 2005-12-23 | 2006-06-26 | FRAMELESS FRONT CONSTRUCTION |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005101308542A CN100510289C (en) | 2005-12-23 | 2005-12-23 | Unitized curtain wall structure and installation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1789580A true CN1789580A (en) | 2006-06-21 |
| CN100510289C CN100510289C (en) | 2009-07-08 |
Family
ID=36787676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005101308542A Expired - Fee Related CN100510289C (en) | 2005-12-23 | 2005-12-23 | Unitized curtain wall structure and installation method thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN100510289C (en) |
| RU (1) | RU60551U1 (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121288A (en) * | 2011-01-28 | 2011-07-13 | 中山盛兴股份有限公司 | Prevention and drainage combined curtain wall |
| CN102230329A (en) * | 2010-09-27 | 2011-11-02 | 上海玻机幕墙工程有限公司 | Device for keeping stable seam width of unit plates |
| CN102392506A (en) * | 2011-09-16 | 2012-03-28 | 沈阳远大铝业工程有限公司 | Metal-plate curtain wall structure |
| CN102444227A (en) * | 2011-09-20 | 2012-05-09 | 沈阳远大铝业工程有限公司 | Waterproof heat insulation unit type curtain wall |
| CN102518234A (en) * | 2011-12-19 | 2012-06-27 | 沈阳远大铝业工程有限公司 | Hurricane-resistant unitized curtain wall |
| CN102535702A (en) * | 2012-02-21 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Sideslip inserting core structure of unit curtain wall |
| WO2013056533A1 (en) * | 2011-10-20 | 2013-04-25 | 沈阳远大铝业工程有限公司 | Split combined type plate block for unit curtain wall |
| 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 |
| CN103469943A (en) * | 2013-09-18 | 2013-12-25 | 江苏龙升幕墙工程有限公司 | Multi-angle glass curtain wall unit plate and glass curtain wall system formed by same |
| CN104343201A (en) * | 2014-10-29 | 2015-02-11 | 金刚幕墙集团有限公司 | Double-curved-surface unit type curtain wall system and mounting method thereof |
| CN104652621A (en) * | 2013-11-19 | 2015-05-27 | 任丘市永基建筑安装工程有限公司 | Assembled house wallboard gap treatment technology |
| CN105350695A (en) * | 2015-11-25 | 2016-02-24 | 苏州金螳螂幕墙有限公司 | Rubber strip connecting base for hidden frame inwards-opening window |
| CN106930448A (en) * | 2017-04-25 | 2017-07-07 | 沈阳远大铝业工程有限公司 | Adjustable-angle cell curtain wall is in indoor mounting structure |
| CN108589996A (en) * | 2018-06-14 | 2018-09-28 | 中国五冶集团有限公司 | A kind of modular unit curtain wall-connecting structure |
| CN116677111A (en) * | 2023-07-28 | 2023-09-01 | 湖南美美幕墙装饰有限公司 | Unit curtain wall drainage system |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102979230A (en) * | 2012-11-07 | 2013-03-20 | 安徽鑫发铝业有限公司 | Curtain wall cutoff bridge exposed frame adapter structure |
-
2005
- 2005-12-23 CN CNB2005101308542A patent/CN100510289C/en not_active Expired - Fee Related
-
2006
- 2006-06-26 RU RU2006123483/22U patent/RU60551U1/en not_active IP Right Cessation
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102230329A (en) * | 2010-09-27 | 2011-11-02 | 上海玻机幕墙工程有限公司 | Device for keeping stable seam width of unit plates |
| CN102230329B (en) * | 2010-09-27 | 2012-08-29 | 上海玻机幕墙工程有限公司 | Device for keeping stable seam width of unit plates |
| CN102121288A (en) * | 2011-01-28 | 2011-07-13 | 中山盛兴股份有限公司 | Prevention and drainage combined curtain wall |
| CN102121288B (en) * | 2011-01-28 | 2013-03-20 | 中山盛兴股份有限公司 | Prevention and drainage combined curtain wall |
| CN102392506B (en) * | 2011-09-16 | 2013-08-21 | 沈阳远大铝业工程有限公司 | Metal-plate curtain wall structure |
| CN102392506A (en) * | 2011-09-16 | 2012-03-28 | 沈阳远大铝业工程有限公司 | Metal-plate curtain wall structure |
| CN102444227A (en) * | 2011-09-20 | 2012-05-09 | 沈阳远大铝业工程有限公司 | Waterproof heat insulation unit type curtain wall |
| WO2013056533A1 (en) * | 2011-10-20 | 2013-04-25 | 沈阳远大铝业工程有限公司 | Split combined type plate block for unit curtain wall |
| CN102518234A (en) * | 2011-12-19 | 2012-06-27 | 沈阳远大铝业工程有限公司 | Hurricane-resistant unitized curtain wall |
| WO2013091318A1 (en) * | 2011-12-19 | 2013-06-27 | 沈阳远大铝业工程有限公司 | Hurricane resistant unit curtain wall |
| CN102535702A (en) * | 2012-02-21 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Sideslip inserting core structure of unit curtain wall |
| 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 |
| CN103469943A (en) * | 2013-09-18 | 2013-12-25 | 江苏龙升幕墙工程有限公司 | Multi-angle glass curtain wall unit plate and glass curtain wall system formed by same |
| CN103469943B (en) * | 2013-09-18 | 2016-05-04 | 江苏龙升节能科技股份有限公司 | Multi-angle glass curtain wall unit plate and consisting of glass curtain wall system |
| CN104652621A (en) * | 2013-11-19 | 2015-05-27 | 任丘市永基建筑安装工程有限公司 | Assembled house wallboard gap treatment technology |
| CN104343201A (en) * | 2014-10-29 | 2015-02-11 | 金刚幕墙集团有限公司 | Double-curved-surface unit type curtain wall system and mounting method thereof |
| CN105350695A (en) * | 2015-11-25 | 2016-02-24 | 苏州金螳螂幕墙有限公司 | Rubber strip connecting base for hidden frame inwards-opening window |
| CN106930448A (en) * | 2017-04-25 | 2017-07-07 | 沈阳远大铝业工程有限公司 | Adjustable-angle cell curtain wall is in indoor mounting structure |
| CN106930448B (en) * | 2017-04-25 | 2022-11-22 | 沈阳远大铝业工程有限公司 | Indoor side mounting structure of angle-adjustable unit curtain wall |
| CN108589996A (en) * | 2018-06-14 | 2018-09-28 | 中国五冶集团有限公司 | A kind of modular unit curtain wall-connecting structure |
| CN116677111A (en) * | 2023-07-28 | 2023-09-01 | 湖南美美幕墙装饰有限公司 | Unit curtain wall drainage system |
| CN116677111B (en) * | 2023-07-28 | 2023-10-27 | 湖南美美幕墙装饰有限公司 | Unit curtain wall drainage system |
Also Published As
| Publication number | Publication date |
|---|---|
| RU60551U1 (en) | 2007-01-27 |
| CN100510289C (en) | 2009-07-08 |
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