CN109184059A - A kind of point-supporting curtain supporting structure - Google Patents
A kind of point-supporting curtain supporting structure Download PDFInfo
- Publication number
- CN109184059A CN109184059A CN201811202179.3A CN201811202179A CN109184059A CN 109184059 A CN109184059 A CN 109184059A CN 201811202179 A CN201811202179 A CN 201811202179A CN 109184059 A CN109184059 A CN 109184059A
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- Prior art keywords
- main body
- section
- variable
- steel
- glass panel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 71
- 239000010959 steel Substances 0.000 claims abstract description 71
- 239000011521 glass Substances 0.000 claims abstract description 49
- 210000000078 claw Anatomy 0.000 claims abstract 7
- 239000003292 glue Substances 0.000 claims abstract 4
- 238000003032 molecular docking Methods 0.000 claims abstract 2
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 6
- 238000005452 bending Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000003796 beauty Effects 0.000 description 2
- 230000004927 fusion Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明提供了一种点式幕墙支承结构，所述变截面T型钢对称地焊接在主体上，并且所述变截面T型钢由靠近主体的一侧至另一侧，其截面形状不变且截面面积逐渐变小；所述支承结构布置于玻璃幕墙每个竖向分格处，主体的对称轴与竖向胶缝中线对齐；变截面T型钢的对称轴与横向胶缝中线对齐；所述主体的两端分别通过铰支座固定于主体结构；所述主体朝向玻璃面板的一侧通过转接件与爪件固定连接，所述爪件的爪通过驳接件分别与竖向分格与横向分格交叉点处的四块玻璃面板固定连接；所述变截面T型钢朝向玻璃面板的一侧，在末端通过接驳件与玻璃面板固定连接；所述玻璃面板所承受的荷载传递到主体、变截面T型钢的端部，通过铰支座传递到主体结构。
The present invention provides a point-type curtain wall supporting structure, wherein the variable-section T-shaped steel is symmetrically welded on the main body, and the variable-section T-shaped steel is from one side close to the main body to the other side, and its cross-sectional shape is unchanged and the cross-section is unchanged. The area gradually becomes smaller; the supporting structure is arranged at each vertical division of the glass curtain wall, and the symmetry axis of the main body is aligned with the vertical glue joint centerline; the symmetry axis of the variable-section T-shaped steel is aligned with the horizontal glue joint centerline; the main body The two ends of the main body are respectively fixed to the main body structure through hinge supports; the side of the main body facing the glass panel is fixedly connected to the claw piece through the adapter, and the claw of the claw piece is connected to the vertical and horizontal compartments respectively through the docking piece. The four glass panels at the intersection of the grids are fixedly connected; the variable-section T-shaped steel faces one side of the glass panel, and is fixedly connected to the glass panel at the end through a connecting piece; the load borne by the glass panel is transmitted to the main body, The end of the variable-section T-section steel is transmitted to the main structure through the hinge support.
Description
Technical field
The present invention relates to a kind of supporting structure of glass curtain wall more particularly to the supporting structures of point type glass curtain wall.
Technical background
As the development of construction industry and the raising of Building technology level, various types of point type glass curtain walls have obtained extensively
General application.Steel construction bearing point type glass curtain wall simple structure, cost is relatively low, smaller to the counter-force of main structure, receives
The favor of architect and owner.When span is little, the bearing of steel truss or steel pipe as point type glass curtain wall is often used
Structure, steel truss can generally occupy the biggish interior space, be needed using the hinged steel pipe bearing in both ends in each vertical glass point
Steel pipe bearing is arranged at lattice, glass is four-point supporting, and glass deflection deformation is difficult to meet the requirements when lattice size is larger.
Summary of the invention
The main technical problem to be solved by the present invention is to provide a kind of point-supporting curtain supporting structures, and Path of Force Transfer is clear,
It is reasonable in design, especially suitable for public buildings such as hotels.
In order to solve the above-mentioned technical problems, the present invention provides a kind of point-supporting curtain supporting structures, comprising: main body, two
Variable cross-section T-steel；The variable cross-section T-steel is symmetrically welded in main body, and the variable cross-section T-steel is by close to main body
Side to the other side, cross sectional shape is constant and area of section gradually becomes smaller；
The supporting structure is arranged in glass curtain wall each at vertical lattice, the symmetry axis of main body and vertical glue-line middle line pair
Together；The symmetry axis of variable cross-section T-steel is aligned with lateral glue-line middle line；
The both ends of the main body pass through hinged-support respectively and are fixed on main structure；The main body is towards the side of glass panel
Be fixedly connected by adapter with bluff piece, the pawl of the bluff piece by fastener respectively with vertical lattice and transverse dividing crosspoint
Four pieces of glass panels at place are fixedly connected；The variable cross-section T-steel towards the side of glass panel, end by connecting parts with
Glass panel is fixedly connected；
Concentrated force is transmitted to master by stainless steel fastener, bluff piece and adapter by the load that the glass panel is born
The end of body, variable cross-section T-steel, is transmitted in main structure eventually by hinged-support.
In a preferred embodiment: two pieces of glass panels at glass curtain wall each vertical lattice, close to each other
Side be both provided with the supporting structure.
In a preferred embodiment: the variable cross-section T-steel includes the edge of a wing and web, and it is separate that the web is welded on the edge of a wing
The side of glass panel, and the edge of a wing and web are all welded and fixed with main body.
In a preferred embodiment: the main body is steel pipe；The variable cross-section T-steel is symmetrically welded on the side wall of steel pipe
On.
In a preferred embodiment: the main body is vierendeel truss, and the variable cross-section T-type is symmetrically welded on vierendeel truss
Chord member on.
In a preferred embodiment: the hinged-support includes a bi-lug plate, steel pin and built-in fitting；The bottom plate of the bi-lug plate
Fixed on the body construction by built-in fitting, the both ends of main body pass through respectively in monaural plate insertion bi-lug plate, and pass through steel pin
Form articulated connection.
Compared to the prior art, technical solution of the present invention have it is following the utility model has the advantages that
The present invention provides a kind of point-supporting curtain supporting structures, the point-supporting curtain knot especially suitable for public buildings such as hotels
Structure.The steel construction supporting system is welded by main body and variable cross-section T-steel.Variable cross-section T-steel is welded by steel plate, section
Face size is determined according to the load that curtain wall is born.Entire supporting system Path of Force Transfer is clear, reasonable in design.Glass panel
The load born is transmitted to main body, variable cross-section T-steel end by stainless steel fastener, bluff piece and adapter, eventually by
Two hinged-supports above and below supporting system are transmitted in basis and main structure.The computation model of variable cross-section T-steel holds for end
By the cantilever beam (two-way bending) of two mutually orthogonal concentrated forces, the computation model of steel pipe is to bear multiple lateral concentrated forces
And the simply supported beam (stretch bending component) of axle power.Eight dot points reduce glass amount of deflection, and the quantity of steel pipe arrangement reduces, fully demonstrates
The fusion of power and beauty has better permeability.
Detailed description of the invention
Fig. 1 is point type glass curtain wall lattice figure；
Fig. 2 is the partial enlarged view of Fig. 1；
Fig. 3 is cross-sectional view of the Fig. 1 on the direction A-A；
Fig. 4 is point type glass curtain wall transverse direction node diagram；
Fig. 5 is point type glass curtain wall laterally 90 degree of inner corner trim node diagrams；
Fig. 6 is point type glass curtain wall laterally 90 degree of external corner node diagrams；
Fig. 7 is the structure chart of point type glass curtain wall hinged-support；
Fig. 8 is people's structure chart for replacing the vierendeel truss of steel pipe.
Specific embodiment
In order to keep technical solution of the present invention clearer, now the present invention is done further specifically with attached drawing in conjunction with the embodiments
It is bright:
With reference to Fig. 1-7, a kind of point-supporting curtain supporting structure, comprising: main body, main body is 1, two piece of steel pipe change in the present embodiment
Section T-steel 2；The variable cross-section T-steel 2 is symmetrically welded on the side wall of steel pipe 1, and the variable cross-section T-steel 2 is by leaning on
Side to the other side of nearly steel pipe 1, cross sectional shape is constant and area of section gradually becomes smaller；
The supporting structure is arranged in glass curtain wall each at vertical lattice, in the symmetry axis of steel pipe 1 and vertical glue-line 41
Line alignment；The symmetry axis of variable cross-section T-steel 2 is aligned with lateral 42 middle line of glue-line；
The both ends of the steel pipe 1 pass through hinged-support 3 respectively and are fixed on main structure；The steel pipe 1 is towards glass panel 4
Side is fixedly connected by adapter 5 with bluff piece 6, and the pawl of the bluff piece 6 is divided with vertical lattice and laterally respectively by fastener 7
Four pieces of glass panels 4 of lattice intersection are fixedly connected；The variable cross-section T-steel 2 is towards the side of glass panel 4, in end
It is fixedly connected by connecting parts 7 with glass panel 4；
The load that the glass panel 4 is born transmits concentrated force by stainless steel fastener 7, bluff piece 6 and adapter 5
To the end of steel pipe 1, variable cross-section T-steel 2, it is transmitted in 1 structure of steel pipe eventually by hinged-support 3.
Above-mentioned point-supporting curtain supporting structure, the point-supporting curtain structure especially suitable for public buildings such as hotels.Entire branch
It is clear to hold system Path of Force Transfer, it is reasonable in design.The load that glass panel 4 is born passes through stainless steel fastener 7, bluff piece 6
And adapter is transmitted to steel pipe 1,2 end of variable cross-section T-steel, is transmitted to basis and master eventually by the hinged-support 3 of supporting system
In body structure.The computation model of variable cross-section T-steel 2 is that the cantilever beam of end two mutually orthogonal concentrated forces of receiving is (two-way by curved
Component), the computation model of steel pipe 1 is the simply supported beam (stretch bending component) for bearing multiple lateral concentrated forces and axle power.Eight dot points subtract
The quantity of small glass amount of deflection, steel pipe arrangement reduces, and has fully demonstrated the fusion of power and beauty, has better permeability.
For row's glass panel 4 of glass curtain wall bottommost, clamped in bottom side by U-type groove 8.U-type groove 8 is fixed
On the body construction.
In the present embodiment, the variable cross-section T-steel 2 includes the edge of a wing 21 and web 22, and the web 22 is welded on the edge of a wing 21
Side far from glass panel 4, and the edge of a wing 21 and web 22 are all welded and fixed with steel pipe 1.The edge of a wing 21 is far from steel
One end of pipe 1 externally protrudes out in web 22, and the part of evagination is fixed by fastener 7 and glass panel 4.
The hinged-support 3 includes a bi-lug plate 31, steel pin 32 and built-in fitting 33；The bottom plate of the bi-lug plate 31 passes through pre-buried
Part 33 is fixed on the body construction, and the both ends of steel pipe 1 pass through respectively in a monaural plate 11 insertion bi-lug plate 31, and pass through steel pin 32
Form articulated connection.
As simple replacement of the invention, when the load that curtain wall is born is larger, 1 sectional dimension of steel pipe and wall thickness are larger
When, steel pipe 1 can be substituted with vierendeel truss as shown in Figure 8, the variable cross-section T-type is symmetrically welded on the chord member of vierendeel truss
On.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by anyone skilled in the art,
It should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should be with scope of protection of the claims
Subject to.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811202179.3A CN109184059A (en) | 2018-10-16 | 2018-10-16 | A kind of point-supporting curtain supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811202179.3A CN109184059A (en) | 2018-10-16 | 2018-10-16 | A kind of point-supporting curtain supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109184059A true CN109184059A (en) | 2019-01-11 |
Family
ID=64945312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811202179.3A Pending CN109184059A (en) | 2018-10-16 | 2018-10-16 | A kind of point-supporting curtain supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109184059A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302221A (en) * | 2020-10-12 | 2021-02-02 | 福建省二建建设集团有限公司 | Steel truss structure transverse glass rib system curtain wall and construction method thereof |
| CN115522697A (en) * | 2022-10-11 | 2022-12-27 | 山东天元装饰工程有限公司 | Point connection glass awning system |
| CN118756870A (en) * | 2024-09-09 | 2024-10-11 | 南通职业大学 | A new type of building curtain wall structure |
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| CN2727283Y (en) * | 2004-08-23 | 2005-09-21 | 方大集团股份有限公司 | Interlayer fireproof structure for node type glass curtain wall |
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| CN207332045U (en) * | 2017-09-04 | 2018-05-08 | 江河创建集团股份有限公司 | A kind of twin spans Glass Rib curtain wall wind load span centre bearing |
| CN108442586A (en) * | 2018-03-06 | 2018-08-24 | 上海宝冶集团南京建筑有限公司 | A kind of point-supporting curtain rope bar composite structure building and its construction method |
| CN209082791U (en) * | 2018-10-16 | 2019-07-09 | 华侨大学 | Point-supporting curtain supporting structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10120889A1 (en) * | 2001-03-19 | 2002-09-26 | Diaplan Liegenschaftsverwaltun | Glass impact wall for sports and leisure halls comprises adjacent glass panes spring-mounted on a part fixed to a building in a normal direction to their surface extension |
| CN2727283Y (en) * | 2004-08-23 | 2005-09-21 | 方大集团股份有限公司 | Interlayer fireproof structure for node type glass curtain wall |
| CN201011010Y (en) * | 2007-02-16 | 2008-01-23 | 上海力进铝质工程有限公司 | Point type curtain wall adjusting support |
| CN102887445A (en) * | 2011-07-19 | 2013-01-23 | 上海庞源机械租赁股份有限公司 | Hinge fixing structure of tower crane inside-climbing steel beam |
| CN103104057A (en) * | 2011-11-11 | 2013-05-15 | 沈阳远大铝业工程有限公司 | Full-glass self-balance glass curtain wall |
| CN205153230U (en) * | 2015-12-09 | 2016-04-13 | 江苏鸿升装饰工程有限公司 | Point type glass curtain wall fixed structure |
| CN205894393U (en) * | 2016-06-28 | 2017-01-18 | 南京三惠建设工程股份有限公司 | Stainless steel point claw formula glass curtain wall |
| CN105966552A (en) * | 2016-07-11 | 2016-09-28 | 江苏工力重机有限公司 | Adjustable windproof mooring seat structure |
| CN206385691U (en) * | 2017-01-18 | 2017-08-08 | 唐山盛城建筑工程有限公司 | A kind of steel construction drag-line point supported glass skylight |
| CN207332045U (en) * | 2017-09-04 | 2018-05-08 | 江河创建集团股份有限公司 | A kind of twin spans Glass Rib curtain wall wind load span centre bearing |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302221A (en) * | 2020-10-12 | 2021-02-02 | 福建省二建建设集团有限公司 | Steel truss structure transverse glass rib system curtain wall and construction method thereof |
| CN115522697A (en) * | 2022-10-11 | 2022-12-27 | 山东天元装饰工程有限公司 | Point connection glass awning system |
| CN115522697B (en) * | 2022-10-11 | 2023-08-18 | 山东天元装饰工程有限公司 | Point-connected glass awning system |
| CN118756870A (en) * | 2024-09-09 | 2024-10-11 | 南通职业大学 | A new type of building curtain wall structure |
| CN118756870B (en) * | 2024-09-09 | 2025-01-07 | 南通职业大学 | A building curtain wall structure |
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Application publication date: 20190111 |