CN202202453U - Inclined curtain wall system - Google Patents

Inclined curtain wall system Download PDF

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Publication number
CN202202453U
CN202202453U CN2011202758684U CN201120275868U CN202202453U CN 202202453 U CN202202453 U CN 202202453U CN 2011202758684 U CN2011202758684 U CN 2011202758684U CN 201120275868 U CN201120275868 U CN 201120275868U CN 202202453 U CN202202453 U CN 202202453U
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China
Prior art keywords
frame
glass
curtain wall
steel
floor
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Expired - Lifetime
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CN2011202758684U
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Chinese (zh)
Inventor
毛锦来
潭喜文
兰红武
韩友强
王光跃
詹键文
吴鹏翔
杨国富
陈小茹
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Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Priority to CN2011202758684U priority Critical patent/CN202202453U/en
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Anticipated expiration legal-status Critical
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Abstract

The utility model discloses an inclined curtain wall system. The upper ends and the lower ends of vertical posts are respectively connected through bolts, a connecting corner I and a connecting corner II, a horizontal frame is connected between adjacent vertical posts, the bottom and the top of a hollow glass plate are respectively connected with a glass support plate I and a glass support plate II, the inner side of the glass support plate I which is positioned at the bottom of the upper hollow glass plate is connected with one lateral edge of an auxiliary glass plate I, the other lateral edge of the auxiliary glass plate I is embedded into a hook groove and is fixed with the hook groove, the hook groove is formed on the horizontal frame and faces outwards, the inner side of the glass support plate II which is positioned at the top of the lower hollow glass plate is connected with one lateral edge of an auxiliary glass plate II, and the other lateral edge of the auxiliary glass plate II is pressed under the horizontal frame by a press block. An inclined curtain wall brings a novel and unique comprehensive design effect to buildings on the basis of function realization of a glass curtain wall. The inclined curtain wall system is high in construct speed and high in precision, solves the technical problems construction caused by large glass size, high construction height and obvious gradient, and provides technical reference for construction of the large-area inclined curtain wall of a high-rise building.

Description

Oblique curtain wall system
Technical field
The utility model relates to a kind of curtain wall, particularly a kind of building high-rise oblique curtain wall and job practices thereof of being positioned at.
Background technology
Curtain wall is to use more a kind of novel wall in the modern building design, has advantages such as pollution lightly attractive in appearance, difficult, energy conservation.Curtain wall begins construction after main structure construction finishes, mounting method is normally installed built-in fitting on structure wall, on built-in fitting, connects switching angle sign indicating number, with the fixedly keel of angle sign indicating number of transferring, glass assembly is installed again.Because the structure design of existing curtain wall and construction technology restriction; Existing curtain wall is generally faces single layer structure directly; Not only moulding is single, is difficult to satisfy attractive in appearance, the novel design requirement of modern architecture, and have the energy consumption height, light pollution be prone to take place, the problem of aspect such as fragile.As the hollow frame curtain wall is obliquely installed; Promptly can build novel unique whole structure; Can satisfy the functional requirement of curtain wall again, but big and be positioned at the high-rise oblique curtain wall construction of building for area, do not have constructure scheme and corresponding standard at present as reference.The erection method of glass plate, and the structure design at oblique curtain wall and structure floor connected node place is the technical barrier that needs solution.In addition, because tiltedly curtain wall is positioned at the building higher position, single hanging basket that relies on can't be installed, and needs to adopt the special mounting mode, guarantees the arts demand and the safety of high-rise construction.
The utility model content
The utility model provides a kind of oblique curtain wall system, solve the oblique cladding glass plate assembly unit of highrise building, the oblique technical problem that is connected with the structure floor node of curtain wall, and solve oblique curtain wall high level difficulty of construction greatly, the construction safety technical problem that is difficult to guarantee.
The utility model solves the technical scheme that its technical problem adopted:
This oblique curtain wall system comprises the column that is connected between upper strata floor and the lower floor's floor, horizontal frame and glass load module;
Floor outer end, said upper strata soffit is fixed with built-in fitting I, and side, lower floor floor outer end is fixed with built-in fitting II, and the outer end side surface of upper strata floor is fixed with built-in fitting III; Be connected with joint angle sign indicating number II and joint angle sign indicating number III on built-in fitting II and the built-in fitting III respectively;
Floor corner, said upper strata is equipped with the steel frame that is connected into by steel frame crossbeam, steel frame column and steel frame longeron; Steel frame column side and joint angle sign indicating number III fix; The steel frame crossbeam is fixed in built-in fitting I below; The steel frame longeron is connected between steel frame column bottom and the steel frame crossbeam, and steel frame crossbeam soffit is fixed with joint angle sign indicating number I;
Said column is connected with joint angle sign indicating number II with joint angle sign indicating number I by bolt respectively at two ends up and down, and horizontal frame is connected between the adjacent upright posts;
Said glass load module is mainly attached frame and is constituted by insulating glass unit, briquetting, glass supporting plate, glass, and the insulating glass unit bottom is connected with glass supporting plate II with glass supporting plate I respectively with the top; The glass supporting plate I inboard that is positioned at the insulating glass unit bottom of top attaches frame I one side with glass and is connected, and glass attaches another side of frame I and embeds in the crotch groove outwardly of horizontal frame top also fixing with it; The glass supporting plate II inboard that is positioned at the insulating glass unit top of below attaches frame II one side with glass and is connected, and glass attaches another side of frame II and is pressed in horizontal frame bottom by briquetting;
The steel frame external surface of floor corner, said upper strata is equipped with balustrade exterior panelling; Between the glass supporting plate II at topmost insulating glass unit top and steel frame longeron, aluminium sheet I is installed; Aluminium sheet I top is fixed by angle steel connector I and steel frame longeron, and aluminium sheet I bottom attaches frame I by bolt and aluminium sheet and is connected, and aluminium sheet attaches frame I and embeds in the crotch groove on the horizontal frame; The seam crossing of aluminium sheet I and glass supporting plate II, and the equal filled and process rod of aluminium sheet I and balustrade exterior panelling seam crossing and with weather-proof silicone sealant filleting;
The structural steel beam below of the soffit of said lower floor floor is fixed with the bottom main joist; Main joist below, bottom is connected with the bottom rider keel by angle steel connector II; The bottom decorative aluminum plate is connected with the bottom rider keel; The upwards bending and attach frame II by bolt and aluminium sheet and is connected of decorative aluminum plate outer end, bottom, aluminium sheet attaches frame II to be fixed by briquetting and horizontal frame bottom again, and the seam crossing filled and process of bottom decorative aluminum plate and glass supporting plate I is excellent and by weather-proof silicone sealant filleting.
Said joint angle sign indicating number is the angle steel that a side has two Long Circle bolts hole.
Be connected with aluminium-plastic panel between the horizontal frame of said horizontal frame and its top bottom.
Said horizontal frame bottom is equipped with buckle closure.
Be filled with warming plate between the said column.
Be filled with warming plate between the rider keel of said bottom.
The beneficial effect of the utility model is following:
The utility model is installed on oblique curtain wall between the levels floor of highrise building, on the basis of realizing the curtain wall function, goes out the moulded effect of novelty, uniqueness for building construction.
The neighbouring glass plate of the utility model node place is connected with horizontal frame in different ways; The glass of the glass plate bottom of top attaches frame and embeds in the crotch groove outwardly of horizontal frame top and fixing with it, and the glass at the glass plate top of below attaches frame and is pressed in horizontal frame bottom by briquetting.Adopt this kind syndeton can make things convenient for the temporary fixed of large-area glass plate bottom, make installation quick more, firm.
The node place of the utility model floor and lower floor's floor on the upper strata adopts unique syndeton, and the glass plate is combined with balustrade exterior panelling closely, has guaranteed that the whole structure of oblique curtain wall is attractive in appearance, complete.
The mode that the utility model adopts hanging basket to combine with scaffold is installed keel and glass plate, thereby has satisfied the construction technology needs, and has guaranteed the high-altitude safety of construction.
The oblique curtain wall construction speed of the utility model is fast, precision is high, has solved the construction technology difficult problem big because of glass size, that construction height is high, the gradient is obviously brought, for the construction of the oblique curtain wall of high-rise building large area provides Technical Reference.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
Fig. 1 is the layout plan of the utility model.
Fig. 2 is the structural representation of Figure 1A-A section.
Fig. 3 is the enlarged drawing at Fig. 2 A place.
Fig. 4 is the enlarged drawing at node place on Fig. 2.
Fig. 5 is the enlarged drawing at Fig. 2 lower node place.
Reference numeral: 1-upper strata floor; 2-lower floor floor; The 3-column; The horizontal frame of 4-; 4.1-crotch groove; The 5-insulating glass unit; The 6-briquetting; 7-glass supporting plate I; 8-glass supporting plate II; 9-glass attaches frame I; 10-glass attaches frame II; The 11-buckle closure; The 12-foam rods; The weather-proof silicone sealant of 13-; 14-built-in fitting I; 15-built-in fitting II; 16-built-in fitting III; 17-joint angle sign indicating number I; 18-joint angle sign indicating number II; 19-joint angle sign indicating number III; The 20-steel structure column; The 21-structural steel beam; 22-steel frame crossbeam; 23-steel frame column; 24-steel frame longeron; The 25-balustrade exterior panelling; 26-aluminium sheet I; 27-angle steel connector I; The 28-aluminium sheet attaches frame I; 29-bottom main joist; 30-angle steel connector II; 31-bottom rider keel; 32-bottom decorative aluminum plate; The 33-aluminium sheet attaches frame II; The 34-aluminium-plastic panel; The 35-hanging basket; The 36-vertical rod; The 37-cross bar; 38-hyphen bar; The last cross bar of encorbelmenting of 39-; The cross bar of encorbelmenting under the 40-; The 41-hound; The 42-guardrail.
The specific embodiment
Embodiment is referring to Fig. 1~shown in Figure 5, and this oblique curtain wall system comprises the column 3, horizontal frame 4 and the glass load module that are connected between upper strata floor 1 and the lower floor's floor 2;
Floor 1 outer end soffit in said upper strata is fixed with built-in fitting I14, and lower floor's floor 2 outer end side surface are fixed with built-in fitting II15, and the outer end side surface of upper strata floor 1 is fixed with built-in fitting III16; Be connected with joint angle sign indicating number II18 and joint angle sign indicating number III19 on built-in fitting II15 and the built-in fitting III16 respectively, said joint angle sign indicating number is the angle steel that a side has two Long Circle bolts hole.
Floor 1 corner, said upper strata is equipped with the steel frame that is connected into by steel frame crossbeam 22, steel frame column 23 and steel frame longeron 24; Steel frame column 23 sides and joint angle sign indicating number III19 fix; Steel frame crossbeam 22 is fixed in built-in fitting I14 below; Steel frame longeron 24 is connected between steel frame column 23 bottoms and the steel frame crossbeam 22, and steel frame crossbeam 22 soffits are fixed with joint angle sign indicating number I17;
Said column is connected with joint angle sign indicating number II18 with joint angle sign indicating number I17 by bolt respectively at two ends about in the of 3, and horizontal frame 4 is connected between the adjacent upright posts 3.Be filled with warming plate between the column 3.
Referring to shown in Figure 3, said glass load module is mainly attached frame and is constituted by insulating glass unit 5, briquetting 6, glass supporting plate, glass, and insulating glass unit 5 bottoms are connected with glass supporting plate II8 with glass supporting plate I7 respectively with the top; The glass supporting plate I7 inboard that is positioned at insulating glass unit 5 bottoms of top attaches frame I9 one side with glass and is connected, and glass attaches another side of frame I9 and embeds in the crotch groove 4.1 outwardly of horizontal frame 4 tops also fixing with it; The glass supporting plate II8 inboard that is positioned at insulating glass unit 5 tops of below attaches frame II10 one side with glass and is connected, and glass attaches another side of frame II10 and is pressed in horizontal frame 4 bottoms by briquetting 6; Horizontal frame 4 bottoms are equipped with buckle closure 11.
Referring to shown in Figure 4; The steel frame external surface of floor 1 corner, said upper strata is equipped with balustrade exterior panelling 25; Between the glass supporting plate II8 at topmost insulating glass unit 5 tops and steel frame longeron 24, aluminium sheet I26 is installed; Aluminium sheet I26 top is fixing by angle steel connector I27 and steel frame longeron 24, and aluminium sheet I26 bottom attaches frame I28 by bolt and aluminium sheet and is connected, and aluminium sheet attaches frame I28 and embeds in the crotch groove 4.1 on the horizontal frame 4; The seam crossing of aluminium sheet I26 and glass supporting plate II8, and the equal filled and process rod of aluminium sheet I26 and balustrade exterior panelling 25 seam crossings and with weather-proof silicone sealant filleting;
Referring to shown in Figure 5; Structural steel beam 21 belows of the soffit of said lower floor floor 2 are fixed with bottom main joist 29; Main joist 29 belows, bottom are connected with bottom rider keel 31 by angle steel connector II30; Bottom decorative aluminum plate 32 is connected with bottom rider keel 31; Decorative aluminum plate 32 outer ends, bottom upwards bend and attach frame II33 by bolt and aluminium sheet and are connected, and aluminium sheet attaches frame II to be fixed by briquetting 6 and horizontal frame bottom again, and bottom decorative aluminum plate 32 is with the seam crossing filled and process rod of glass supporting plate I7 and by weather-proof silicone sealant filleting.Be connected with aluminium-plastic panel 34 between the horizontal frame of said horizontal frame and its top bottom.Be filled with warming plate between the said bottom rider keel 31.
The job practices of this oblique curtain wall system, construction sequence is following:
Step 1 is installed hanging basket and scaffold, hanging basket 35 is installed between upper strata floor 1 and lower floor's floor 2 and is set up double-pole scaffold;
Step 2 is installed built-in fitting, the fixing built-in fitting I14 of floor 1 outer end soffit on the upper strata, the fixing built-in fitting II15 of end side surface outside lower floor's floor 2; The fixing built-in fitting III16 of the outer end side surface of floor 1 on the upper strata;
Step 3 is installed the joint angle sign indicating number and is set up steel frame, and joint angle sign indicating number II is connected with built-in fitting III with built-in fitting II respectively with joint angle sign indicating number III; The steel frame that is connected into by steel frame crossbeam 22, steel frame column 23 and steel frame longeron 24 is installed in floor 1 corner on the upper strata; Steel frame column 23 sides and joint angle sign indicating number III19 are fixed; Steel frame crossbeam 22 is fixed in built-in fitting I14 below; Steel frame longeron 24 is fixed between steel frame column 23 bottoms and the steel frame crossbeam 22, and joint angle sign indicating number I17 is fixed in steel frame crossbeam 22 soffits;
Step 4 is installed column, the column that is obliquely installed is connected with joint angle sign indicating number II18 with joint angle sign indicating number I17 by bolt respectively at two ends about in the of 3,
Step 5 is installed horizontal frame, connection horizontal frame 4 between column 3;
Step 6 is installed glass load module, and glass load module is mainly attached frame and constituted by insulating glass unit 5, briquetting 6, glass supporting plate, glass, and insulating glass unit 5 bottoms are connected with glass supporting plate II8 with glass supporting plate I7 respectively with the top; The glass supporting plate I7 inboard that is positioned at the insulating glass unit bottom of top attaches frame I9 one side with glass and is connected, and glass attaches another side of frame I9 and embeds in the crotch groove 4.1 outwardly of horizontal frame 4 tops also fixing with it; The glass supporting plate II8 inboard that is positioned at the insulating glass unit top of below attaches frame II10 one side with glass and is connected, and glass attaches another side of frame II10 and is pressed in horizontal frame 4 bottoms by briquetting 6;
Step 7, joint treatment, filled and process rod 12 between the glass supporting plate of adjacent two insulating glass units 5, and with weather-proof silicone sealant 13 filletings;
Step 8; Last node construction; The steel frame external surface of floor 1 corner is installed balustrade exterior panelling 25 on the upper strata, between the glass supporting plate II8 at insulating glass unit 5 tops topmost and steel frame longeron 24, aluminium sheet I26 is installed, and aluminium sheet I26 top is fixed by angle steel connector I27 and steel frame longeron 24; Aluminium sheet I26 bottom attaches frame I28 by bolt and aluminium sheet and is connected; Aluminium sheet attaches frame I28 and embeds in the crotch groove 4.1 on the horizontal frame 4 topmost, and at the seam crossing of aluminium sheet I26 and glass supporting plate II8, and aluminium sheet I26 and the equal filled and process of balustrade exterior panelling 25 seam crossings excellent 12 are also with weather-proof silicone sealant 13 filletings;
Step 9; The lower node construction; Solid bottom main joist 29 below the structural steel beam 21 of lower floor's floor 2 soffits; With angle steel connector II30 bottom rider keel 31 is connected with bottom main joist 29, bottom decorative aluminum plate 32 is connected with bottom rider keel 31 again, decorative aluminum plate 32 outer ends in bottom upwards bend and attach frame II33 by bolt and aluminium sheet and are connected; It is fixing by briquetting 6 and horizontal bottom frame 4 again that aluminium sheet attaches frame II33, and bottom decorative aluminum plate 32 is with the seam crossing filled and process rod 12 of glass supporting plate I7 and by weather-proof silicone sealant 13 filletings.
Referring to Fig. 1, shown in Figure 2, double-pole scaffold by the inside and outside interior framed bent body of the steel structure column 20 of being placed in efflux support body, and hyphen bar 38, hound 41, on the encorbelment cross bar 39 and cross bar 40 formations of encorbelmenting down; Interior framed bent body with efflux support body and be formed by connecting by vertical rod 36 and cross bar 37; The vertical rod of interior framed bent body and steel structure column 20 amplexis; Hyphen bar 38 is connected in interior framed bent body and effluxes between the support body; On encorbelment cross bar 39 and interior framed bent body with efflux the support body middle part and be connected, encorbelment down cross bar 40 and interior framed bent body with efflux the support body bottom and be connected, on the cross bar 39 of encorbelmenting choose the structural plane of lower floor's floor 2 and be connected hound arranged in a crossed manner 41 with cross bar 40 outsides of time encorbelmenting; Completely spread scaffold floor and set up guardrail 42 with cross bar 40 outsides of encorbelmenting down at the last cross bar 39 of encorbelmenting, the safe Dense mesh screen of guardrail 42 inboard extensions.

Claims (6)

1. an oblique curtain wall system comprises the column (3), horizontal frame (4) and the glass load module that are connected between upper strata floor (1) and the lower floor's floor (2), it is characterized in that:
Said upper strata floor (1) outer end soffit is fixed with built-in fitting I (14), and the outer end side surface of lower floor's floor (2) is fixed with built-in fitting II (15), and the outer end side surface of upper strata floor (1) is fixed with built-in fitting III (16); Be connected with joint angle sign indicating number II (18) and joint angle sign indicating number III (19) on built-in fitting II (15) and the built-in fitting III (16) respectively;
Said upper strata floor (1) corner is equipped with the steel frame that is connected into by steel frame crossbeam (22), steel frame column (23) and steel frame longeron (24); Steel frame column (23) side and joint angle sign indicating number III (19) are fixing; Steel frame crossbeam (22) is fixed in built-in fitting I (14) below; Steel frame longeron (24) is connected between steel frame column (23) bottom and the steel frame crossbeam (22), and steel frame crossbeam (22) soffit is fixed with joint angle sign indicating number I (17);
Said column (3) two ends up and down is connected with joint angle sign indicating number II (18) with joint angle sign indicating number I (17) by bolt respectively, and horizontal frame (4) is connected between the adjacent upright posts (3);
Said glass load module mainly attaches frame by insulating glass unit (5), briquetting (6), glass supporting plate, glass and constitutes, and insulating glass unit (5) bottom is connected with glass supporting plate II (8) with glass supporting plate I (7) respectively with the top; Glass supporting plate I (7) inboard that is positioned at insulating glass unit (5) bottom of top attaches frame I (9) one sides with glass and is connected, and glass attaches another side of frame I (9) and embeds in the crotch groove (4.1) outwardly of horizontal frame (4) top also fixing with it; Glass supporting plate II (8) inboard that is positioned at insulating glass unit (5) top of below attaches frame II (10) one sides with glass and is connected, and glass attaches another side of frame II (10) and is pressed in horizontal frame (4) bottom by briquetting (6);
The steel frame external surface of said upper strata floor (1) corner is equipped with balustrade exterior panelling (25); Between the glass supporting plate II (8) at topmost insulating glass unit (5) top and steel frame longeron (24), aluminium sheet I (26) is installed; Aluminium sheet I (26) top is fixing with steel frame longeron (24) by angle steel connector I (27); Aluminium sheet I (26) bottom attaches frame I (28) by bolt and aluminium sheet and is connected; Aluminium sheet attaches frame I (28) and embeds in the crotch groove (4.1) on the horizontal frame (4); The seam crossing of aluminium sheet I (26) and glass supporting plate II (8), and aluminium sheet I (26) is with the equal filled and process rod of balustrade exterior panelling (25) seam crossing (12) and with weather-proof silicone sealant (13) filleting;
Structural steel beam (21) below of the soffit of said lower floor floor (2) is fixed with bottom main joist (29); Bottom main joist (29) below is connected with bottom rider keel (31) by angle steel connector II (30); Bottom decorative aluminum plate (32) is connected with bottom rider keel (31); Decorative aluminum plate (32) outer end, bottom upwards bends and attaches frame II (33) by bolt and aluminium sheet and is connected; It is fixing with horizontal frame (4) bottom by briquetting (6) again that aluminium sheet attaches frame II, and bottom decorative aluminum plate (32) is with the seam crossing filled and process rod (12) of glass supporting plate (I7) and by weather-proof silicone sealant (13) filleting.
2. oblique curtain wall system according to claim 1 is characterized in that: said joint angle sign indicating number is the angle steel that a side has two Long Circle bolts hole.
3. oblique curtain wall system according to claim 1 is characterized in that: be connected with aluminium-plastic panel (34) between the horizontal frame of said horizontal frame and its top bottom.
4. oblique curtain wall system according to claim 1 is characterized in that: said horizontal frame (4) bottom is equipped with buckle closure (11).
5. oblique curtain wall system according to claim 1 is characterized in that: said column is filled with warming plate between (3).
6. oblique curtain wall system according to claim 1 is characterized in that: be filled with warming plate between the said bottom rider keel (31).
CN2011202758684U 2011-08-01 2011-08-01 Inclined curtain wall system Expired - Lifetime CN202202453U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102359208A (en) * 2011-08-01 2012-02-22 中建二局第三建筑工程有限公司 Oblique curtain wall system and installation method thereof
CN106223516A (en) * 2016-09-08 2016-12-14 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN110080440A (en) * 2019-04-17 2019-08-02 深装总建设集团股份有限公司 A kind of special-shaped mixing curtain wall based on BIM technology
CN113513191A (en) * 2021-03-01 2021-10-19 广东省建筑装饰工程有限公司 Pull rod assembly type ticket booth structure and construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102359208A (en) * 2011-08-01 2012-02-22 中建二局第三建筑工程有限公司 Oblique curtain wall system and installation method thereof
CN102359208B (en) * 2011-08-01 2013-09-11 中建二局第三建筑工程有限公司 Oblique curtain wall system and installation method thereof
CN106223516A (en) * 2016-09-08 2016-12-14 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN106223516B (en) * 2016-09-08 2019-04-05 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN110080440A (en) * 2019-04-17 2019-08-02 深装总建设集团股份有限公司 A kind of special-shaped mixing curtain wall based on BIM technology
CN113513191A (en) * 2021-03-01 2021-10-19 广东省建筑装饰工程有限公司 Pull rod assembly type ticket booth structure and construction method

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