CN106948721A - Cladding glass rib stabilizing spring device - Google Patents
Cladding glass rib stabilizing spring device Download PDFInfo
- Publication number
- CN106948721A CN106948721A CN201710277327.7A CN201710277327A CN106948721A CN 106948721 A CN106948721 A CN 106948721A CN 201710277327 A CN201710277327 A CN 201710277327A CN 106948721 A CN106948721 A CN 106948721A
- Authority
- CN
- China
- Prior art keywords
- glass
- clamp plate
- glass rib
- trapezoidal limit
- limit component
- 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B3/00—Window sashes, door leaves, or like elements for closing wall or like openings; Layout of fixed or moving closures, e.g. windows in wall or like openings; Features of rigidly-mounted outer frames relating to the mounting of wing frames
- E06B3/54—Fixing of glass panes or like plates
- E06B3/58—Fixing of glass panes or like plates by means of borders, cleats, or the like
- E06B3/5807—Fixing of glass panes or like plates by means of borders, cleats, or the like not adjustable
- E06B3/5821—Fixing of glass panes or like plates by means of borders, cleats, or the like not adjustable hooked on or in the frame member, fixed by clips or otherwise elastically fixed
- E06B3/5828—Fixing of glass panes or like plates by means of borders, cleats, or the like not adjustable hooked on or in the frame member, fixed by clips or otherwise elastically fixed on or with auxiliary pieces
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a kind of cladding glass stabilizing spring device, problem to be solved is that, when curtain wall system is subjected to displacement with building structure under earthquake conditions, occur keeping the stabilization of full glass curtain wall system not to be destroyed compared with thin tail sheep or no displacement in Glass Rib；Two trapezoidal limit components are provided with the outer wall for being characterized in that glass fin U-clamp plate, together with the upper surface of trapezoidal limit component is brought into close contact with the outer wall of glass fin U-clamp plate, trapezoidal limit component is fixed on steel adaptor, trapezoidal limit component is internally provided with tension spring, and pivot pin is through in steel adaptor insertion tension spring centre bore；In Glass Rib insertion U-clamp plate.It is an advantage of the invention that spring assembly can accomplish that civil engineering structure is moved greatly during geological process, and Glass Rib petty action or motionless, Glass Rib is stabilized, so as to accomplish that the stabilization of full glass curtain wall system is not destroyed.The features such as present invention also has simple in construction, easy to operate.
Description
Technical field：
The present invention relates to curtain wall mounting technique field, specifically a kind of cladding glass rib stabilizing spring dress with function of seismic resistance
Put.
Background technology：
Glass curtain wall is the important decorations part of modern architecture industry, when building 17 meters of high sitting posture full glass curtain walls, due to this
Curtain wall is planted without metal joist, and uses the high Glass Rib of 17 rice grain patterns as support keel.The soil on top, bottom two ends when fixed Glass Rib
Structural span is built for 17 meters, when the civil engineering structure relative displacement at 8 grades of geological process Xia Ding, bottom two ends reaches 14mm, above-mentioned knot
The situation caved in, crushed occurs in the relative displacement that structure can not resist 14mm.Therefore the application problem to be solved is local
When curtain wall system is subjected to displacement with building structure in the case of shake, occur in Glass Rib compared with thin tail sheep or no displacement, Quan keep
The stabilization of glass curtain wall system is not destroyed.
The content of the invention
The present invention provides a kind of cladding glass rib stabilizing spring device with function of seismic resistance.
The object of the present invention is achieved like this：Two trapezoidal spacing structures are provided with the outer wall of glass fin U-clamp plate
Part, together with the upper surface of trapezoidal limit component is brought into close contact with the outer wall of glass fin U-clamp plate, trapezoidal limit component is fixed
On steel adaptor, trapezoidal limit component is internally provided with tension spring, and pivot pin inserts tension force bullet through steel adaptor
In spring centre bore；In Glass Rib insertion U-clamp plate.
Cushion is provided between Glass Rib and U-clamp plate.
Corresponding to the trapezoidal limit component boss is provided with the U-clamp plate of position.
The boss is hard metal block.
It is an advantage of the invention that this spring assembly can accomplish during geological process that civil engineering structure is moved greatly, and Glass Rib petty action or
Person is motionless, and Glass Rib is stabilized, so as to accomplish that the stabilization of full glass curtain wall system is not destroyed.The present invention also have it is simple in construction,
Easy to operate the features such as.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Embodiment
Embodiment 1
Referring to Fig. 1, be provided with two trapezoidal limit components 2 on the outer wall of glass fin U-clamp plate 1, trapezoidal limit component it is upper
Together with surface is brought into close contact with the outer wall of glass fin U-clamp plate, trapezoidal limit component is fixed on steel adaptor 3, ladder
Shape limit component is internally provided with tension spring 4, and pivot pin 5 is through in steel adaptor insertion tension spring centre bore；Glass
In the insertion U-clamp plate of rib 6.
Cushion 7 is provided between Glass Rib and U-clamp plate.
Corresponding to the trapezoidal limit component boss 8 is provided with the U-clamp plate of position.
The boss is hard metal block.
Glass fin U-clamp plate is arranged on the top and bottom of glass fin, and is fixed on major structure of construction.
Specific design step is as follows：
17 meters high sitting posture full glass curtain wall, such a curtain wall is used as support keel without metal joist by the high Glass Rib of 17 rice grain patterns.Glass Rib
Top, bottom two ends are respectively adopted U-shaped steel tank and gripped.Usual curtain wall seismic fortification intensity is the structure design of 8 degree, i.e. curtain wall
Need to absorb the influence that civil engineering structure deformation is produced under geological process.
18 meters of floor height residing for such a full glass curtain wall of this engineering, maximum story drift 1/1300, then top, bottom civil engineering structure are inclined
Difference：18000*1/1300=13.85mm；I.e. the top of Glass Rib, the mutual displacement of bottom U grooves are ± 13.85mm.
Chucking powers of the Glass Rib inclination ± 13.85mm required for stable erectility is reached is calculated under geological process
Horizontal earthquake action：According to《Seismic design provision in building code》, Beijing area seismic fortification intensity is 8 degree, and design is basically
Shake acceleration magnitude is 0.2g.According to《Glass Curtain Wall Projects technical specification》The 5.3.4 articles geological process can be using the equivalent of simplification
Four point bending is calculated.Circular is as follows：
QEK=β E α maxt γ glass
=5 × 0.16 × 0.072 × 25.6
=1.475KN/m2
In formula：QEK --- level distribution characteristic value of earthquake action KN/m2；
β E --- dynamic magnification factor, takes 5.0；
α max --- horizontal earthquake influences coefficient maximum, takes 0.16；
The gross thickness 0.072m of t --- glass；
The density 25.6KN/m3 of γ glass --- glass；
Counter spring force needed for being supported to Glass Rib is calculated：
F=1.3qEKLB/2
=1.3 × 1.475 × 17 × 1.02
=33.25KN
In formula：QEK --- level distribution characteristic value of earthquake action KN/m2；
L --- Glass Rib height m；
B --- glass rib width m；
3rd, spring model is selected according to parameters such as counter spring force, spring installation space, amount of spring compression.
When occurring geological process, double-layer civil-engineering structure can produce the position both horizontally and vertically of relative initial layer structure
Move.And glass is fragile material, the bottom of Glass Rib and glass panel is fixed with civil engineering structure rigid connection, how to ensure two layers
Civil engineering structure is dynamic, and Glass Rib and panel are not pullled by civil engineering structure and to form destruction and become particularly important.Understood in figure, U
Clevis plate（1）The perforate of left part is vertical slotted hole, it is ensured that the stretching motion in the vertical direction of Glass Rib clamping plate, can be inhaled
The displacement of two-layer structure vertical direction when receiving earthquake.When double-layer civil-engineering structure occurred level displacement, U-clamp plate（1）Can be not
Become rusty steel pin axle（3）It is upper to slide, the spring assembly of both sides（8）The horizontal displacement of Glass Rib clamping plate is not influenceed, while can weaken ground
The direct impact of brisance, equivalent to the effect of damper；After earthquake terminates, Glass Rib clamping plate both sides spring assembly it is balanced by
In the presence of power, recover the plumbness of Glass Rib again.This spring assembly can accomplish that civil engineering structure is moved greatly during geological process,
And Glass Rib petty action or motionless, Glass Rib is stabilized, so as to accomplish that the stabilization of full glass curtain wall system is not destroyed.
Claims (4)
1. cladding glass stabilizing spring device, it includes glass fin U-clamp plate, it is characterized in that：Outside glass fin U-clamp plate
Two trapezoidal limit components are provided with wall, the upper surface of trapezoidal limit component and the outer wall of glass fin U-clamp plate are closely pasted
It is combined, trapezoidal limit component is fixed on steel adaptor, trapezoidal limit component is internally provided with tension spring, pivot pin
Through in steel adaptor insertion tension spring centre bore；In Glass Rib insertion U-clamp plate.
2. cladding glass stabilizing spring device according to claim 1, it is characterized in that：Set between Glass Rib and U-clamp plate
It is equipped with cushion.
3. cladding glass stabilizing spring device according to claim 1, it is characterized in that：Corresponding to the trapezoidal limit component
Boss is provided with the U-clamp plate of position.
4. cladding glass stabilizing spring device according to claim 3, it is characterized in that：The boss is hard metal
Block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710277327.7A CN106948721B (en) | 2017-04-25 | 2017-04-25 | Cladding glass rib stabilizing spring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710277327.7A CN106948721B (en) | 2017-04-25 | 2017-04-25 | Cladding glass rib stabilizing spring device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106948721A true CN106948721A (en) | 2017-07-14 |
| CN106948721B CN106948721B (en) | 2018-11-02 |
Family
ID=59477452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710277327.7A Active CN106948721B (en) | 2017-04-25 | 2017-04-25 | Cladding glass rib stabilizing spring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106948721B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589953A (en) * | 2018-05-09 | 2018-09-28 | 钟利芬 | A kind of skyscraper with earthquake-proof frame |
| CN109469234A (en) * | 2018-11-15 | 2019-03-15 | 北京江河幕墙系统工程有限公司 | A kind of sitting posture full glass curtain wall top bottom connects system and its installation method |
| CN113700174A (en) * | 2021-09-18 | 2021-11-26 | 同济大学 | All-glass shear wall outsourcing friction type anti-seismic connecting node and all-glass shear wall |
| CN113700175A (en) * | 2021-09-18 | 2021-11-26 | 同济大学 | Full-glass shear wall and embedded friction type anti-seismic connecting node thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217041A (en) * | 1994-02-03 | 1995-08-15 | Hirose:Kk | Glass wall connecting fixture for curtain wall |
| JP2003064816A (en) * | 2001-08-28 | 2003-03-05 | Central Glass Co Ltd | Support fitting and support structure for glass plate |
| CN201424880Y (en) * | 2008-12-31 | 2010-03-17 | 深圳金粤幕墙装饰工程有限公司 | A top clamp for the floor spring door on the point-supported glass curtain wall |
| CN102995793A (en) * | 2011-09-16 | 2013-03-27 | 沈阳远大铝业工程有限公司 | Curtain wall beam and upright spring bearer plate fixing structure |
| CN202990182U (en) * | 2012-11-20 | 2013-06-12 | 广州江河幕墙系统工程有限公司 | Suspension arm glass rib fixing system |
| CN203669168U (en) * | 2014-01-20 | 2014-06-25 | 徐明山 | Upright column-cross beam connecting device for glass curtain wall |
| CN204826323U (en) * | 2015-05-15 | 2015-12-02 | 北京城建深港建筑装饰工程有限公司 | Curtain antidetonation connector |
| CN207033221U (en) * | 2017-04-25 | 2018-02-23 | 沈阳远大铝业工程有限公司 | Cladding glass rib stabilizing spring device |
-
2017
- 2017-04-25 CN CN201710277327.7A patent/CN106948721B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217041A (en) * | 1994-02-03 | 1995-08-15 | Hirose:Kk | Glass wall connecting fixture for curtain wall |
| JP2003064816A (en) * | 2001-08-28 | 2003-03-05 | Central Glass Co Ltd | Support fitting and support structure for glass plate |
| CN201424880Y (en) * | 2008-12-31 | 2010-03-17 | 深圳金粤幕墙装饰工程有限公司 | A top clamp for the floor spring door on the point-supported glass curtain wall |
| CN102995793A (en) * | 2011-09-16 | 2013-03-27 | 沈阳远大铝业工程有限公司 | Curtain wall beam and upright spring bearer plate fixing structure |
| CN202990182U (en) * | 2012-11-20 | 2013-06-12 | 广州江河幕墙系统工程有限公司 | Suspension arm glass rib fixing system |
| CN203669168U (en) * | 2014-01-20 | 2014-06-25 | 徐明山 | Upright column-cross beam connecting device for glass curtain wall |
| CN204826323U (en) * | 2015-05-15 | 2015-12-02 | 北京城建深港建筑装饰工程有限公司 | Curtain antidetonation connector |
| CN207033221U (en) * | 2017-04-25 | 2018-02-23 | 沈阳远大铝业工程有限公司 | Cladding glass rib stabilizing spring device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589953A (en) * | 2018-05-09 | 2018-09-28 | 钟利芬 | A kind of skyscraper with earthquake-proof frame |
| CN109469234A (en) * | 2018-11-15 | 2019-03-15 | 北京江河幕墙系统工程有限公司 | A kind of sitting posture full glass curtain wall top bottom connects system and its installation method |
| CN113700174A (en) * | 2021-09-18 | 2021-11-26 | 同济大学 | All-glass shear wall outsourcing friction type anti-seismic connecting node and all-glass shear wall |
| CN113700175A (en) * | 2021-09-18 | 2021-11-26 | 同济大学 | Full-glass shear wall and embedded friction type anti-seismic connecting node thereof |
| CN113700174B (en) * | 2021-09-18 | 2022-10-14 | 同济大学 | All-glass shear wall outsourcing friction type anti-seismic connecting node and all-glass shear wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106948721B (en) | 2018-11-02 |
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