CN103104057B - Full-glass self-balance glass curtain wall - Google Patents
Full-glass self-balance glass curtain wall Download PDFInfo
- Publication number
- CN103104057B CN103104057B CN201110356572.XA CN201110356572A CN103104057B CN 103104057 B CN103104057 B CN 103104057B CN 201110356572 A CN201110356572 A CN 201110356572A CN 103104057 B CN103104057 B CN 103104057B
- Authority
- CN
- China
- Prior art keywords
- stainless steel
- steel
- glass
- curtain wall
- pull bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
A full-glass self-balance glass curtain wall is characterized in that a steel vertical frame of an inner layer is welded on an embedded part of a structural main body through a bolt, a steel horizontal frame is connected on the steel vertical frame through a bolt, a first stainless steel connected claw is fixed in place through a bolt, an outer layer spray aluminum plate is connected with the steel vertical frame and the steel horizontal frame, thermal insulation cotton is installed on the outer spray aluminum plate, an inner layer spray aluminum plate is firmly connected with the steel vertical frame and the steel horizontal frame, an outer layer stainless steel pull rod is connected with an upper steel beam and a lower steel beam, a second stainless steel connected claw is connected with the stainless steel pull rod, a stainless steel plate is clamped on the stainless steel pull rod to be fixed through a bolt, and sealing glue is filled in gaps between toughened glass and the stainless steel plate and between toughened glass and toughened glass. The full-glass self-balance glass curtain wall is symmetrically arranged to achieve stress balance by self medium force of glass. Wind pressure can be borne through self strength of panel materials so as to break through the tradition that an existing curtain wall uses a metal structure to bear wind pressure.
Description
Technical field
The present invention relates to a kind of point-supporting curtain system, particularly relate to a kind of full glass self-balancing curtain wall, it is the improvement to existing glass curtain wall structure, outside of the present invention is that all-glass construction exterior trim effect is penetrating, and there is larger space between internal layer aluminium sheet, may be used for installing advertisement sprayed picture and reserve access hole being convenient to personnel's turnover, being applicable to market needs advertisement position.
Background technology
In recent years along with the development of builing industry, the various new building in home and abroad, new technology, new material, new modeling continue to bring out, and the design also variation day by day of building curtain wall, also a hundred flowers blossom for the preparation method of building curtain wall.Especially along with the growth of China's economic strength, increasing of various business activity, to various advertising need also get more and more.All need to arrange various advertising picture in various newly-built commercial centre.And existing point supported glass curtain wall construction many employings steel pipe support or steel truss structure, look in from outward and can see there are many braced structuress, make total seem more in disorder.Although also there is the cable curtain wall that exterior trim effectiveness comparison is succinct, because the structure stress of drag-line is very large, usually need the beam cross-section or the increase arrangement of reinforcement that strengthen the agent structure be attached thereto, cause the increase of construction costs.
What Architecture Outer Curtain Wall played decisive load action is wind load, and traditional curtain wall bears wind load by frame anyhow or pull bar, drag-line.Existing point-supporting curtain mainly contains by Force system.
1) steel pipe or steel truss support, its advantage is stressed good but aesthetic property is poor, is not suitable for the requirement of advertising.
2) drag-line support, its advantage be construct succinctly penetrating, be relatively applicable to advertising requirement, but cable curtain wall is too large to the reaction force of structure.Usually the end reaction of each root drag-line can reach tens tons, for ensureing that safety often needs to strengthen the cross section of brace summer or post or increases arrangement of reinforcement, less economical, and cable curtain wall is out of shape in large use procedure and easily causes unsafe sensation to people.
3) pull bar supports, and due to pull bar, can only to bear along rod member direction stressed, and often make bar truss when doing pull bar point-supporting curtain, this just causes braced structures and takes up room greatly, and exterior trim effectiveness comparison is in disorder.
For this reason, the curtain wall that people need in the urgent need to a kind of advertising being applicable to Modern commercial buildings occurs.
Summary of the invention
Object of the present invention is just the problems referred to above solving prior art existence, provides the full glass self-balancing curtain wall that a kind of advertising being applicable to Modern commercial buildings needs.This full glass self-balancing curtain wall not only has good visual field permeability, and simultaneously moulding changes the single of flat board in the past or circular arc.Leg-of-mutton moulding simultaneously additionally provides the requirement that larger space meets the human users space safeguarding and change advertisement poster.
The technical scheme that the present invention provides is, this full glass self-balancing curtain wall, be made up of inside and outside full glass curtain wall, include tempered glass, spraying aluminium sheet, the first stainless steel refute connect pawl, the second stainless steel refutes and connects pawl, stainless steel overlapping joint, stainless steel pull bar, heat-preservation cotton, fluid sealant, steel munnion, the horizontal frame of steel and corrosion resistant plate, be characterized in.
The steel munnion of the spraying aluminium sheet of internal layer full glass curtain wall to be connected on the embedded part that is welded to and is embedded on main structure body with zinc-plated adaptor by stainless steel bolt, play the connection supporting role with agent structure, the horizontal horizontal frame of steel is connected on steel munnion by stainless steel bolt, first stainless steel is refuted and is connect the mode that pawl is bolted and be fixed to tempered glass and tempered glass inner side edge splicing seams center, each monolithic of tempered glass is coupled together, outer field spraying aluminium sheet is by aluminium alloys gusset plate, self tapping is from boring nail, stainless steel pumping nail is connected with steel munnion and the horizontal frame of steel, heat-preservation cotton is installed on outer spraying aluminium sheet by special rock wool nail, the spraying aluminium sheet of internal layer full glass curtain wall is by aluminium alloys gusset plate, self tapping is from boring nail, stainless steel pumping nail and steel munnion and the horizontal frame of steel are connected firmly.
The stainless steel pull bar of outer full glass curtain wall is connected on upper and lower girder steel by stainless steel pin, second stainless steel is refuted and is connect pawl and then utilize the upper and lower screw thread of stainless steel pull bar to be connected with stainless steel pull bar, and the mode be bolted is fixed to tempered glass and tempered glass outer side edges splicing seams center, each monolithic of tempered glass is coupled together, stainless steel overlapping joint is clamped on stainless steel pull bar by before and after the nut that carries, the front and rear part of corrosion resistant plate to clip on stainless steel pull bar and utilizes bolt to be fixedly clamped by two parts of corrosion resistant plate, fluid sealant is filled in tempered glass and corrosion resistant plate, in gap between tempered glass and tempered glass.
Object to better implement the present invention, described full glass self-balancing curtain wall adopts stainless steel pull bar to bear gravity in vertical load, the stress point both sides connecing pawl and stainless steel pull bar and connect refuted by the stressed point-symmetric stainless steel that is arranged in be connected with glass by stainless steel overlapping joint in the horizontal, and are arranged in these 3 in same level height and depth plane simultaneously and utilize symmetrical stressed gravity of cancelling out each other to reach self-balancing.
Bearing in positive and negative blast, triangle itself is utilized to be the feature of stability under loading structure, give full play to the feature that the strengths in tension and compression of glass self is identical, break the normal procedure and no longer adopt hardware bearing load, but have glass self to carry out bearing load completely, be a kind of bold technological innovation of the present invention.
Maximum feature of the present invention is: frame supported system that need not be traditional in the transverse direction of glass, but is arranged through power in glass self is reached stress balance by symmetrical.Simultaneously when bearing blast, make full use of the feature that triangle is stability under loading structure, given full play to the feature that the compression and tensile strength of glass is identical, born positive and negative blast by the intensity of plane materiel self, breaking curtain wall in the past needs metal construction to bear the convention of blast.
Compared to the prior art, the invention has the beneficial effects as follows.
1, this curtain wall system is full glass curtain wall system, is born the gravity of glass by stainless steel pull bar.It seems that whole curtain wall only joins the glue-line to have a 24mm at glass from alien invasion, and some stainless steel overlapping joints.And adopt high saturating glass transmission rate high, be conducive to outdoor crowd and watch house promotional content.
2, this curtain wall system force structure is novel.
What well-known Architecture Outer Curtain Wall played decisive load action is wind load, and traditional curtain wall bears wind load by frame anyhow or pull bar, drag-line.And this current system bears wind load by the structural system of glass itself with the intensity of self.Be then offset by structural configuration cleverly the effect that left and right discontinuity reaches self-balancing in curtain wall plane, and ensure curtain wall stability planar.The present invention utilizes the loading characteristic of pull bar, utilizes pull bar to bear gravity, and the triangle rock-steady structure utilizing glass to form bears wind load.Namely can not increase structural beams size, in turn ensure that the terseness attractive in appearance of exterior trim effect.
3, configuration design novel structure functional performance is strong.
Simple glass curtain wall mostly is planar design, and part adopts arc.But its moulding still shows slightly single, and native system adopts the capable layout of triangle not only to enrich the various shapes of curtain wall, have also been enlarged space simultaneously and provides space for internal staff operates.
Accompanying drawing explanation
Fig. 1 is cross-sectional schematic diagram of the present invention.
Fig. 2 is elevational schematic of the present invention.
In figure, sequence number illustrates: 1 tempered glass, 2 spraying aluminium sheets, 3 first stainless steels are refuted and are connect pawl, 4 second stainless steels refute connect pawl, 5 stainless steel overlapping joints, 6 stainless steel pull bars, 7 heat-preservation cotton, 8 fluid sealants, 9, steel munnion, the horizontal frame of 10 steel, 11 corrosion resistant plates.
Detailed description of the invention
Concrete structure of the present invention is described in detail according to Fig. 1 ~ 2.
This full glass self-balancing curtain wall, be made up of inside and outside full glass curtain wall, include tempered glass 1, spraying aluminium sheet 2, first stainless steel refutes and connect pawl 3, second stainless steel and refute and connect pawl 4, stainless steel overlapping joint 5, stainless steel pull bar 6, heat-preservation cotton 7, fluid sealant, steel munnion 9, the horizontal frame 10 of steel and corrosion resistant plate 11, wherein.
The steel munnion 9 of internal layer full glass curtain wall spraying needed for aluminium sheet 2 to be connected on the embedded part that is welded to and is embedded on main structure body with zinc-plated adaptor by stainless steel bolt, the horizontal horizontal frame 10 of steel is connected on steel munnion 9 by stainless steel bolt, first stainless steel is refuted and is connect the mode that pawl 3 is bolted and be fixed to tempered glass 1 with tempered glass 1 inner side edge splicing seams center for being connected each monolithic of tempered glass 1, the spraying aluminium sheet 2 of outer full glass curtain wall is by aluminium alloys gusset plate, self tapping is from boring nail, stainless steel pumping nail is connected with steel munnion 9 and the horizontal frame 10 of steel, heat-preservation cotton 7 is installed on the spraying aluminium sheet 2 of outer full glass curtain wall by special rock wool nail, the spraying aluminium sheet 2 of internal layer full glass curtain wall is by aluminium alloys gusset plate, self tapping is from boring nail, stainless steel pumping nail and steel munnion 9 and the horizontal frame 10 of steel are connected firmly.
The stainless steel pull bar 6 of outer full glass curtain wall is connected on upper and lower girder steel by stainless steel pin, second stainless steel is refuted and is connect pawl 4 and utilize the screw thread of stainless steel pull bar about 6 to be connected with stainless steel pull bar 6, second stainless steel is refuted and is connect the mode that pawl 4 is bolted and be fixed to tempered glass 1 and tempered glass 1 outer side edges splicing seams center, each monolithic of tempered glass 1 is coupled together, stainless steel overlapping joint 5 is clamped on stainless steel pull bar 6 by before and after the nut that carries, the front and rear part of corrosion resistant plate 11 to clip on stainless steel pull bar 6 and utilizes bolt to be fixedly clamped the front and rear part of corrosion resistant plate 11, fluid sealant 8 is filled in tempered glass 1 and corrosion resistant plate 11, in gap between tempered glass 1 and tempered glass 1.
Main sequence of construction of the present invention is: to be first connected with zinc-plated adaptor by stainless steel bolt by steel munnion 9 needed for internal layer aluminium sheet on the embedded part being welded to and being embedded on main structure body, to play the connection supporting role with agent structure.Transverse frame 10 stainless steel bolt is installed again be connected on steel munnion 9.While steel munnion 9 is installed, the first stainless steel is refuted and connect mode that pawl 3 is bolted and be fixed to desired position and carry out the preparation of installing tempered glass 1.Then by outer field spraying aluminium sheet 2 by aluminium alloys gusset plate, self tapping from boring nail, stainless steel pumping nail is connected with steel munnion 9 and the horizontal frame 10 of steel.Be installed to 7 after on outer spraying aluminium sheet 2 by special rock wool nail and internal layer sprayed aluminium sheet 2 by aluminium alloys gusset plate, self tapping from boring nail, stainless steel pumping nail and steel munnion 9 and the horizontal frame 10 of steel is connected firmly.The curtain wall system of such internal layer just installs, and outer full glass curtain wall adopts erection sequence from top to bottom, and stainless steel pull bar 6 is connected on upper and lower girder steel by special stainless steel pin.Second stainless steel is refuted and connect pawl 4 is then utilize the screw thread of stainless steel pull bar about 6 to be connected with stainless steel pull bar 6.After stainless steel pull bar 6 installs, stainless steel overlapping joint 5 is clamped on stainless steel pull bar 6 by before and after the nut that carries.Before installation tempered glass 1, the threaded cap of stainless steel overlapping joint 5 front end is taken off, tempered glass 1 is got up by sucker crane, be set to after adjusting to the right place on stainless steel overlapping joint 5, and then the threaded cap of stainless steel overlapping joint 5 front end is installed fix tempered glass 1.Each installation terminates the rear front and rear part corrosion resistant plate 11 and clips on stainless steel pull bar 6 and adjust to corresponding height above, and then utilizes bolt to be fixedly clamped by two parts of corrosion resistant plate 11 from back to front.Finally utilize fluid sealant 8 by tempered glass 1 and corrosion resistant plate 11, the work of installation has been filled up in the gap between tempered glass 1 and tempered glass 1.
Claims (1)
1. a full glass self-balancing curtain wall, by interior, outer full glass curtain wall is formed, include tempered glass, spraying aluminium sheet, first stainless steel is refuted and is connect pawl, second stainless steel is refuted and is connect pawl, stainless steel overlapping joint, stainless steel pull bar, heat-preservation cotton, fluid sealant, steel munnion, the horizontal frame of steel and corrosion resistant plate, it is characterized in that: described full glass self-balancing curtain wall adopts stainless steel pull bar to bear gravity in vertical load, the stress point both sides connecing pawl and stainless steel pull bar and connect refuted by the stressed point-symmetric stainless steel that is arranged in be connected with glass by stainless steel overlapping joint in the horizontal, and these 3 are arranged in same level height and depth plane simultaneously and utilize symmetrical stressed gravity of cancelling out each other to reach self-balancing, wherein:
The steel munnion (9) needed for spraying aluminium sheet (2) of internal layer full glass curtain wall to be connected on the embedded part that is welded to and is embedded on main structure body with zinc-plated adaptor by stainless steel bolt, the horizontal horizontal frame of steel (10) is connected on steel munnion (9) by stainless steel bolt, first stainless steel is refuted and is connect the mode that pawl (3) is bolted and be fixed to tempered glass (1) and tempered glass (1) inner side edge splicing seams center, each monolithic of tempered glass (1) is coupled together, the spraying aluminium sheet (2) of outer full glass curtain wall is by aluminium alloys gusset plate, self tapping is from boring nail, stainless steel pumping nail is connected with steel munnion (9) and the horizontal frame of steel (10), heat-preservation cotton (7) is installed to after on the spraying aluminium sheet (2) of outer full glass curtain wall by special rock wool nail, again by the spraying aluminium sheet (2) of internal layer full glass curtain wall by aluminium alloys gusset plate, self tapping is from boring nail, stainless steel pumping nail and steel munnion (9) and the horizontal frame of steel (10) are connected firmly,
The stainless steel pull bar (6) of outer full glass curtain wall is connected on upper and lower girder steel by stainless steel pin, second stainless steel is refuted and is connect pawl (4) and utilize the upper and lower screw thread of stainless steel pull bar (6) to be connected with stainless steel pull bar (6), and be fixed to tempered glass (1) and tempered glass (1) outer side edges splicing seams center, stainless steel overlapping joint (5) is clamped on stainless steel pull bar (6) by before and after the nut that carries, the front and rear part of corrosion resistant plate (11) clips to stainless steel pull bar (6) and goes up and utilize bolt to be fixedly clamped by two parts of corrosion resistant plate (11), fluid sealant (8) is filled in tempered glass (1) and corrosion resistant plate (11), in gap between tempered glass (1) and tempered glass (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201110356572.XA CN103104057B (en) | 2011-11-11 | 2011-11-11 | Full-glass self-balance glass curtain wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201110356572.XA CN103104057B (en) | 2011-11-11 | 2011-11-11 | Full-glass self-balance glass curtain wall |
Publications (2)
Publication Number | Publication Date |
---|---|
CN103104057A CN103104057A (en) | 2013-05-15 |
CN103104057B true CN103104057B (en) | 2015-05-13 |
Family
ID=48312228
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201110356572.XA Active CN103104057B (en) | 2011-11-11 | 2011-11-11 | Full-glass self-balance glass curtain wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103104057B (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104847043B (en) * | 2015-04-23 | 2017-01-18 | 牛移民 | Compression reinforcement skeleton structure |
CN106245834B (en) * | 2016-10-09 | 2018-09-04 | 佟峰 | A kind of composite curtain wall wallboard of band heat preservation and force transferring structure |
CN107503456B (en) * | 2017-09-13 | 2023-04-18 | 苏州苏明装饰股份有限公司 | A glass claw of plugging into for super large hidden glass curtain wall and mounting structure thereof |
CN109184059A (en) * | 2018-10-16 | 2019-01-11 | 华侨大学 | A kind of point-supporting curtain supporting structure |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2492631Y (en) * | 2001-08-28 | 2002-05-22 | 深圳市三鑫特种玻璃技术股份有限公司 | Truss with prestressed self-balance rope |
CN2563211Y (en) * | 2002-07-05 | 2003-07-30 | 沈阳远大企业集团 | Double layer energy saving curtain wall |
JP3601191B2 (en) * | 1996-06-27 | 2004-12-15 | 旭硝子株式会社 | Joint structure and panel support structure using the same |
CN1590667A (en) * | 2003-08-25 | 2005-03-09 | 王广武 | Rope net connecting point type glass curtain wall |
JP3652579B2 (en) * | 2000-03-29 | 2005-05-25 | セントラル硝子株式会社 | Glass plate support structure |
CN1827940A (en) * | 2006-04-11 | 2006-09-06 | 沈阳远大铝业工程有限公司 | Point-supporting glass curtain wall structure |
JP3835632B2 (en) * | 1997-02-18 | 2006-10-18 | 旭硝子株式会社 | Sheet glass support structure |
GB2441379A (en) * | 2006-08-29 | 2008-03-05 | Paul Thomas Arnold | A structure to support panels |
CN202466898U (en) * | 2011-11-11 | 2012-10-03 | 沈阳远大铝业工程有限公司 | Holohyaline self-balance glass curtain wall |
-
2011
- 2011-11-11 CN CN201110356572.XA patent/CN103104057B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3601191B2 (en) * | 1996-06-27 | 2004-12-15 | 旭硝子株式会社 | Joint structure and panel support structure using the same |
JP3835632B2 (en) * | 1997-02-18 | 2006-10-18 | 旭硝子株式会社 | Sheet glass support structure |
JP3652579B2 (en) * | 2000-03-29 | 2005-05-25 | セントラル硝子株式会社 | Glass plate support structure |
CN2492631Y (en) * | 2001-08-28 | 2002-05-22 | 深圳市三鑫特种玻璃技术股份有限公司 | Truss with prestressed self-balance rope |
CN2563211Y (en) * | 2002-07-05 | 2003-07-30 | 沈阳远大企业集团 | Double layer energy saving curtain wall |
CN1590667A (en) * | 2003-08-25 | 2005-03-09 | 王广武 | Rope net connecting point type glass curtain wall |
CN1827940A (en) * | 2006-04-11 | 2006-09-06 | 沈阳远大铝业工程有限公司 | Point-supporting glass curtain wall structure |
GB2441379A (en) * | 2006-08-29 | 2008-03-05 | Paul Thomas Arnold | A structure to support panels |
CN202466898U (en) * | 2011-11-11 | 2012-10-03 | 沈阳远大铝业工程有限公司 | Holohyaline self-balance glass curtain wall |
Non-Patent Citations (1)
Title |
---|
点支式玻璃幕墙支承体系的分类及构件性能分析;李宪锋;《建筑结构学报》;20071231;第274-279页 * |
Also Published As
Publication number | Publication date |
---|---|
CN103104057A (en) | 2013-05-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103104057B (en) | Full-glass self-balance glass curtain wall | |
CN202767254U (en) | Angle steel connection type semi-rigid node for square steel tube concrete column and steel beam | |
CN201649374U (en) | Framework type curtain wall with decorative strip keels | |
CN212506830U (en) | Building external wall insulation board mounting structure | |
CN202280149U (en) | Semi-rigid frame-slotted steel plate shear wall structure | |
CN106869379A (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
CN202466898U (en) | Holohyaline self-balance glass curtain wall | |
CN203755506U (en) | Ribbon curtain wall structure | |
CN208379857U (en) | A kind of disjunctor stone curtain wall | |
CN207296132U (en) | A kind of top plate metal skinned sandwich panel female mouth connects workpiece | |
CN107605081B (en) | Horizontal bright vertical hidden glass curtain wall | |
CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
CN209891506U (en) | Wind pressure resistant aluminum plate and glass mixed curtain wall | |
CN207597580U (en) | A kind of Steel corridor | |
CN103306367A (en) | Fireproof structure of mixed combination frame | |
CN209040375U (en) | A kind of fiber cement board external wall system top structure | |
CN208763248U (en) | Steel construction point-supporting curtain | |
CN202280177U (en) | Semi-rigid frame-steel plate shear wall structure | |
CN202831324U (en) | Dry hanging wall panel point containing self-drilling built-in embedded part | |
CN104264780A (en) | Column and curved beam horizontal and flexible connection space structure system | |
CN212002425U (en) | Reinforced structure of glass curtain wall | |
CN205840070U (en) | A kind of mounting structure of top glass curtain wall | |
CN218541118U (en) | Semi-unit type curtain wall mounting device | |
CN218814559U (en) | Light gauge steel partition wall and connection structure between light gauge steel partition walls | |
CN204040182U (en) | A kind of assembly type lightweight steel construction villa buildings |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |