CN106481029A - Glass splicing crack structure and glass joining method on large glass awning - Google Patents
Glass splicing crack structure and glass joining method on large glass awning Download PDFInfo
- Publication number
- CN106481029A CN106481029A CN201611117428.XA CN201611117428A CN106481029A CN 106481029 A CN106481029 A CN 106481029A CN 201611117428 A CN201611117428 A CN 201611117428A CN 106481029 A CN106481029 A CN 106481029A
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- China
- Prior art keywords
- glass
- double
- rectangle
- toughened rubber
- laminated vacuum
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/06—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
- E04D3/08—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/38—Devices for sealing spaces or joints between roof-covering elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses glass splices crack structure and glass joining method on a kind of large glass awning, the technical problem of bonding strength difference and splicing poor flatness when solving glass splicing on large glass awning.In lightgage steel joist（3）The double toughened rubber-laminated vacuum glass of upper left rectangle（1）Double toughened rubber-laminated vacuum glass with right rectangle（2）It is formed with splicing space seam（4）, in the double toughened rubber-laminated vacuum glass of left rectangle（1）Top surface double toughened rubber-laminated vacuum glass with right rectangle（2）It is crimped with pad between top surface（5）, bore tailfiber（6）Through pad（5）Afterwards with lightgage steel joist（3）It is screwed together, in splicing space seam（4）In filled glass cement（7）.Construction technology of the present invention is simple and convenient, low engineering cost, Practical Performance strong it is ensured that the installation quality of large glass awning.
Description
Technical field
The present invention relates to a kind of glass awning, particularly to splicing on Os Draconis for two glass on a kind of large glass awning
Structure and joining method.
Background technology
At the underground garage gateway of urban architecture, widely used large glass awning.The sheet material piece of glass awning
More, the glass that the inside and outside differential pressure of various environmental factorss and awning is easily caused on awning is raised or sunken, so that awning is produced bright
Aobvious torsional deformation phenomenon.How to ensure the bonding strength of glass edge joint position and the flatness connecting, become in work progress
Difficult point and emphasis.Prior art typically adopts following two construction methods.One is in the punching of the non-doubling of glass front corner, and in dragon
The relevant position punching of bone, is connected with glass and Os Draconis.It two is gluing on Os Draconis, directly glassy bond in Os Draconis
On.Above two method has certain limitation, and the first construction method is more complicated, the hole on glass during installation and Os Draconis
On hole para-position difficult；Second method is simple to operate, but ensures the flatness difficulty of splicing glass.
Content of the invention
The invention provides glass splices crack structure and glass joining method on a kind of large glass awning, solve large-scale
Bonding strength technical problem that is poor and splicing poor flatness during glass splicing on glass awning.
The present invention is to solve above technical problem by the following technical programs：
Glass splicing crack structure on a kind of large glass awning, including lightgage steel joist, is provided with left rectangle double on lightgage steel joist
Toughened rubber-laminated vacuum glass and the double toughened rubber-laminated vacuum glass of right rectangle, on lightgage steel joist, the double toughened rubber-laminated vacuum glass of left rectangle are double with right rectangle
Toughened rubber-laminated vacuum glass are formed with splicing space seam, in the double toughened rubber-laminated vacuum glass top surface of left rectangle and right rectangle pair toughened rubber-laminated vacuum glass
It is crimped with pad between top surface, bores after tailfiber passes through pad and be screwed together with lightgage steel joist, filled in the seam of splicing space
Structure special glue.
The double toughened rubber-laminated vacuum glass top surface of left rectangle in splicing space seam left side is provided with left paper self-adhesive tape, in splicing space
It is provided with right paper self-adhesive tape on the double toughened rubber-laminated vacuum glass top surface of right rectangle on seam right side.
Glass joining method on a kind of large glass awning, comprises the following steps：
The first step, double for left rectangle toughened rubber-laminated vacuum glass 1 suckers are lifted on the lightgage steel joist 3 of large glass awning and use paper glue
Band is fixed temporarily；
Second step, double for right rectangle toughened rubber-laminated vacuum glass suckers are lifted on the lightgage steel joist of large glass awning, adjust two
The width in the splicing gap of block glass, makes the width that splicing space is stitched be 10 millimeters；
3rd step, a diameter of 30 millimeters of selection, thickness is 3 millimeters of stainless pad 5, chooses a diameter of 5 millimeters, and length is
50 millimeters of brill tailfiber 6, according to Glass Curtain Wall Projects technical specification, calculates in splicing space seam 4 to be arranged two adjacent
The spacing bored between tailfiber 6 is 1500 millimeters；
4th step, the result of calculation according to upper step, in the double toughened rubber-laminated vacuum glass top surface of left rectangle and right rectangle pair toughened rubber-laminated vacuum glass
Lay pad between glass top surface, be screwed together with lightgage steel joist through pad with boring tailfiber；
On 5th step, the double toughened rubber-laminated vacuum glass top surface of left rectangle on the left of splicing space is stitched, left paper self-adhesive tape is set, empty in splicing
On the double toughened rubber-laminated vacuum glass top surface of right rectangle on the right side of slot, right paper self-adhesive tape is set；
6th step, splicing space seam in fill structure special glue；
7th step, after glass cement parches, tear left paper self-adhesive tape and right paper self-adhesive tape, disassemble brill tailfiber and pad, and boring tail
After-teeming structure special glue in silk hole.
The pad of the present invention and brill tailfiber can be removed as needed or retain.
Present invention is especially suited for double toughened rubber-laminated vacuum glass ensure piece flatness, construction technology letter when installing for large area
Folk prescription just, low engineering cost, Practical Performance strong it is ensured that the installation quality of large glass awning.
Brief description
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation when present invention cuts open at the axis of lightgage steel joist 3.
Specific embodiment
The present invention is described in detail below in conjunction with the accompanying drawings：
On a kind of large glass awning, glass splicing crack structure, including lightgage steel joist 3, is provided with left rectangle on lightgage steel joist 3
Double toughened rubber-laminated vacuum glass 1 and the double toughened rubber-laminated vacuum glass 2 of right rectangle, the double toughened rubber-laminated vacuum glass 1 of left rectangle and the right side on lightgage steel joist 3
The double toughened rubber-laminated vacuum glass 2 of rectangle are formed with splicing space seam 4, in double toughened rubber-laminated vacuum glass 1 top surfaces of left rectangle and the double steel of right rectangle
Change and be crimped with pad 5 between doubling glass 2 top surface, bore after tailfiber 6 passes through pad 5 and be screwed together with lightgage steel joist 3, in splicing
Glass cement 7 has been filled in space seam 4.
Double toughened rubber-laminated vacuum glass 1 top surface of left rectangle in splicing space seam 4 left side is provided with left paper self-adhesive tape 8, in splicing
It is provided with right paper self-adhesive tape 9 on double toughened rubber-laminated vacuum glass 2 top surface of right rectangle on space seam 4 right side.
Glass joining method on a kind of large glass awning, comprises the following steps：
The first step, double for left rectangle toughened rubber-laminated vacuum glass 1 suckers are lifted on the lightgage steel joist 3 of large glass awning and use paper glue
Band is fixed temporarily, manually helps steady；
Second step, double for right rectangle toughened rubber-laminated vacuum glass 2 suckers are lifted on the lightgage steel joist 3 of large glass awning, adjustment
The width in the splicing gap of two blocks of glass, makes the width that splicing space stitches 4 be 10 millimeters；
3rd step, a diameter of 30 millimeters of selection, thickness is 3 millimeters of stainless pad 5, chooses a diameter of 5 millimeters, and length is
50 millimeters of brill tailfiber 6, according to Glass Curtain Wall Projects technical specification, calculates in splicing space seam 4 to be arranged two adjacent
The spacing bored between tailfiber 6 is 1500 millimeters；
4th step, the result of calculation according to upper step, in double toughened rubber-laminated vacuum glass 1 top surface of left rectangle and right rectangle pair toughened rubber-laminated vacuum glass
Lay pad 5 between glass 2 top surface, be screwed together with lightgage steel joist 3 through pad 5 with boring tailfiber 6；
5th step, left paper self-adhesive tape 8 is set on double toughened rubber-laminated vacuum glass 1 top surface of left rectangle in splicing space seam 4 left side, in splicing
On double toughened rubber-laminated vacuum glass 2 top surface of right rectangle on space seam 4 right side, right paper self-adhesive tape 9 is set it is ensured that firmly smooth, the piece of glass
Uniformity；
6th step, splicing space seam 4 in fill structure special glue 7；
7th step, after structure special glue 7 parches, tear left paper self-adhesive tape 8 and right paper self-adhesive tape 9, disassemble brill tailfiber 6 and pad 5,
And bore tailfiber hole in after-teeming structure special glue.
Claims (3)
1. glass splicing crack structure on a kind of large glass awning, including lightgage steel joist（3）, in lightgage steel joist（3）On be provided with
The double toughened rubber-laminated vacuum glass of left rectangle（1）Double toughened rubber-laminated vacuum glass with right rectangle（2）, in lightgage steel joist（3）The double tempering of upper left rectangle
Doubling glass（1）Double toughened rubber-laminated vacuum glass with right rectangle（2）It is formed with splicing space seam（4）It is characterised in that it is double in left rectangle
Toughened rubber-laminated vacuum glass（1）Top surface double toughened rubber-laminated vacuum glass with right rectangle（2）It is crimped with pad between top surface（5）, bore tailfiber（6）Wear
Cross pad（5）Afterwards with lightgage steel joist（3）It is screwed together, in splicing space seam（4）In filled glass cement（7）.
2. on a kind of large glass awning according to claim 1, glass splices crack structure it is characterised in that splicing sky
Slot（4）The double toughened rubber-laminated vacuum glass of the left rectangle in left side（1）Left paper self-adhesive tape is provided with top surface（8）, in splicing space seam（4）Right
The double toughened rubber-laminated vacuum glass of the right rectangle of side（2）Right paper self-adhesive tape is provided with top surface（9）.
3. glass joining method on a kind of large glass awning, comprises the following steps：
The first step, by double for left rectangle toughened rubber-laminated vacuum glass（1）It is lifted into the lightgage steel joist of large glass awning with sucker（3）Upper use
Paper self-adhesive tape is fixed temporarily, manually helps steady；
Second step, by double for right rectangle toughened rubber-laminated vacuum glass（2）It is lifted into the lightgage steel joist of large glass awning with sucker（3）On,
The width in the splicing gap of two blocks of glass of adjustment, makes splicing space stitch（4）Width be 10 millimeters；
3rd step, a diameter of 30 millimeters of selection, thickness is 3 millimeters of stainless pad 5, chooses a diameter of 5 millimeters, and length is
50 millimeters of brill tailfiber 6, according to Glass Curtain Wall Projects technical specification, calculates in splicing space seam（4）In to be arranged biphase
The adjacent spacing bored between tailfiber 6 is 1500 millimeters；
4th step, the result of calculation according to upper step, in the double toughened rubber-laminated vacuum glass of left rectangle（1）Top surface double toughened rubber-laminated vacuums with right rectangle
Glass（2）Pad is laid between top surface（5）, with boring tailfiber（6）Through pad（5）With lightgage steel joist（3）It is screwed together；
5th step, splicing space seam（4）The double toughened rubber-laminated vacuum glass of the left rectangle in left side（1）Left paper self-adhesive tape is arranged on top surface（8）,
In splicing space seam（4）The double toughened rubber-laminated vacuum glass of the right rectangle on right side（2）Right paper self-adhesive tape is arranged on top surface（9）It is ensured that glass
Firmly smooth, piece uniformity；
6th step, splicing space seam（4）In fill structure special glue（7）；
7th step, treat structure special glue（7）After parching, tear left paper self-adhesive tape（8）With right paper self-adhesive tape（9）, disassemble brill tailfiber（6）
And pad（5）, and after-teeming structure special glue in boring tailfiber hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611117428.XA CN106481029A (en) | 2016-12-07 | 2016-12-07 | Glass splicing crack structure and glass joining method on large glass awning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611117428.XA CN106481029A (en) | 2016-12-07 | 2016-12-07 | Glass splicing crack structure and glass joining method on large glass awning |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106481029A true CN106481029A (en) | 2017-03-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611117428.XA Pending CN106481029A (en) | 2016-12-07 | 2016-12-07 | Glass splicing crack structure and glass joining method on large glass awning |
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| CN (1) | CN106481029A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2142129Y (en) * | 1992-10-20 | 1993-09-15 | 贺春红 | Non-external frame glass curtain wall |
| CN2241182Y (en) * | 1995-10-17 | 1996-11-27 | 陈炳初 | Aluminium composite plate curtain wall |
| JP2927709B2 (en) * | 1995-07-12 | 1999-07-28 | コスモプラント株式会社 | Roof structure such as greenhouse |
| CN102864932A (en) * | 2011-08-24 | 2013-01-09 | 苏州苏明装饰有限公司 | Construction method of hanging type transparent and implicit combined glass curtain wall |
| CN104818787A (en) * | 2015-04-17 | 2015-08-05 | 常州汇森电子有限公司 | Installation and construction method for large suspension glass curtain walls |
| CN206368496U (en) * | 2016-12-07 | 2017-08-01 | 山西省第三建筑工程公司 | Glass splices crack structure on large glass awning |
-
2016
- 2016-12-07 CN CN201611117428.XA patent/CN106481029A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2142129Y (en) * | 1992-10-20 | 1993-09-15 | 贺春红 | Non-external frame glass curtain wall |
| JP2927709B2 (en) * | 1995-07-12 | 1999-07-28 | コスモプラント株式会社 | Roof structure such as greenhouse |
| CN2241182Y (en) * | 1995-10-17 | 1996-11-27 | 陈炳初 | Aluminium composite plate curtain wall |
| CN102864932A (en) * | 2011-08-24 | 2013-01-09 | 苏州苏明装饰有限公司 | Construction method of hanging type transparent and implicit combined glass curtain wall |
| CN104818787A (en) * | 2015-04-17 | 2015-08-05 | 常州汇森电子有限公司 | Installation and construction method for large suspension glass curtain walls |
| CN206368496U (en) * | 2016-12-07 | 2017-08-01 | 山西省第三建筑工程公司 | Glass splices crack structure on large glass awning |
Non-Patent Citations (1)
| Title |
|---|
| 袁锐文: "《装饰装修施工图设计正误案例对比》", 31 August 2016, 华中科技大学出版社 * |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170308 |