CN106869378A - A kind of glass curtain wall assembled construction method of installation - Google Patents
A kind of glass curtain wall assembled construction method of installation Download PDFInfo
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- CN106869378A CN106869378A CN201710009204.5A CN201710009204A CN106869378A CN 106869378 A CN106869378 A CN 106869378A CN 201710009204 A CN201710009204 A CN 201710009204A CN 106869378 A CN106869378 A CN 106869378A
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- built
- curtain wall
- crossbeam
- fitting
- column
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention relates to a kind of glass curtain wall assembled construction method of installation, it is characterised in that in the inner side welding wire sleeve location-plate of building element vertical applied force reinforcing bar, and the welding wire sleeve on steel wire sleeve location-plate；According to the prefabricated built-in fitting of column size, built-in fitting is connected with steel wire sleeve by built-in fitting connecting bolt, is connected by column transverse direction connecting bolt with column；Crossbeam is tentatively connected with column by crossbeam anchoring bolt, after the completion of the correction of crossbeam locus, crossbeam is connected firmly with column by Bolted angle connection bolt；Curtain wall panel is inserted in the curtain wall insertion groove of adjacent beams, and cover plate is set on the outside of curtain wall；Cover plate is connected with crossbeam by cover plate connecting bolt, is connected by pasting with curtain wall；Curtain wall panel is filled with the bottom gap of curtain wall insertion groove using injecting glue, and upper gap is filled using flexible sealing band.The present invention can not only realize glass curtain wall scene rapid construction, and can be with the spatial positioning accuracy of lift structure and security.
Description
Technical field
The present invention relates to a kind of Glass Curtain Wall Construction method, more particularly to a kind of bonding strength is high, speed of application fast, space
The glass curtain wall assembled construction method of installation of accurate positioning, belongs to building engineering field, it is adaptable to building glass curtain wall construction.
Background technology
The product that glass-wall building thing is combined as a kind of modern building technology and art, becomes more and more popular.At present
Generally there are bright frame glass curtain wall and the class of concealed frame glass curtain wall two, wherein bright frame glass curtain wall is most traditional form, most widely used
It is general, reliable working performance；, with the aluminium alloy extrusions of special cross section as framework, glass panel is embedded in the groove of section bar entirely for it.
A kind of banding window glass curtain wall, including frame connection system, crossbeam connection system and column are had in the prior art
Connection system, the frame crossbeam of the frame connection system is connected with the column connection system, the frame connection system
Frame column is connected with the crossbeam connection system, and the frame column of the frame connection system is provided with for curtain wall to be fixed
In civil engineering agent structure.The structure is mainly made up of column and crossbeam, fails to realize being accurately positioned for structural system, it is difficult to improve
The draining antirust problem of structure, and column is difficult to ensure that with the bonding strength of civil engineering agent structure.
There are the glass support method and structure of a kind of glass curtain wall in the prior art, including crossbeam, glass, secondary frame and set
Structure glue between secondary frame and glass, crossbeam is linked together with secondary frame, it is characterised in that glass branch is also included in the structure
Bracketing plate, crossbeam longitudinal direction is provided with the groove that lower end half is sealed, and supports supporting plate by the supporting plate and oblique supporting plate structure of horizontal plane
Into oblique supporting plate end is supported on crossbeam, and the deck end buckling of horizontal plane is articulated in the groove of half sealing.
The structure employs glass support supporting plate and glass curtain wall is positioned, and groove is provided with crossbeam, can solve to a certain extent
The installation question of glass curtain wall, but the ability of the anti-lateral load of glass curtain wall is on the weak side, it is impossible to effectively improve the durable of glass curtain wall
Property.
In sum, though existing structure achieves preferable construction effect under suitable operating mode, structure column with
The aspects such as the enhancing of building body bonding strength, crossbeam and column are accurately positioned, the effective anti-corrosion of structure remain deficiency.In consideration of it, base
In being actually needed for current engineering, urgently invent that a kind of bonding strength is high, speed of application is fast, space orientation is accurate, waterproof at present
The good Glass Curtain Wall Construction method of effect.
The content of the invention
It is an object of the invention to provide a kind of bonding strength it is high, speed of application is fast, space orientation is accurate, good water-proof effect
Glass curtain wall assembled construction method of installation.
To realize above-mentioned technical purpose, present invention employs following technical scheme：
A kind of glass curtain wall assembled construction method of installation, it is characterised in that the glass curtain wall assembled mounting structure is main
Including built-in fitting, built-in fitting connecting bolt, steel wire sleeve, steel wire sleeve location-plate, column transverse direction connecting bolt, crossbeam anchoring
Bolt, angle steel and cover plate, the built-in fitting are made up of one piece of built-in fitting base plate and two blocks of built-in fitting side plates；Built-in fitting and building element
Connected by built-in fitting connecting bolt, steel wire sleeve and steel wire sleeve location-plate, built-in fitting passes through column lateral connection with column
Bolt connection, with crossbeam by crossbeam anchoring bolt and Bolted angle connection, crossbeam passes through curtain wall insertion groove and lid to column with curtain wall panel
Plate is connected；
The construction method is mainly included the following steps that：
（1）According to column size, the vertical spacing of crossbeam, built-in fitting dimensional conditions, determine in the prefabricated built-in fitting of precast plant, steel wire sleeve
Position plate, presets crossbeam anchor bolts hole and Bolted angle connection bolt anchor hole on column, and according to built-in fitting spacing in steel wire set
Welding wire sleeve on cylinder location-plate；
（2）Building element steel reinforcement cage colligation is first carried out, is welded on the inside of the vertical applied force reinforcing bar corresponding with built-in fitting installation position
Steel wire sleeve location-plate is connect, and carries out the correction of steel wire sleeve location-plate locus；
（3）Building element concreting is carried out, concrete shake is carried out using small-sized shock club near steel wire sleeve location-plate
It is dynamic closely knit, it is ensured that steel wire sleeve location-plate locus is constant；
（4）After concrete forms intensity, the built-in fitting that will be made up of built-in fitting base plate and built-in fitting side plate is connected by built-in fitting
Connecting bolt is firm with steel wire sleeve connection；
（5）Column is lifted between two blocks of built-in fitting side plates of built-in fitting, is connected by column transverse direction connecting bolt and built-in fitting
Connect firmly, to injecting glue filling space in the gap of column and built-in fitting connecting portion, glued in column and built-in fitting side plate joint
Patch water-proof strip band；
（6）First by transverse beam lifting to setting position, then the crossbeam anchoring bolt that will be connected with beam welding inserts the crossbeam anchor of column
In bolt connecting hole and from column side bolt jail, the correction of crossbeam locus is then carried out, then by Bolted angle connection bolt by crossbeam
It is connected firmly with column, to injecting glue in angle steel and column, the space of crossbeam joint, and on angle steel and column, the surface of crossbeam
Seam crossing pastes water-proof strip band；
（7）Curtain wall panel is inserted in curtain wall insertion groove, cover plate, cover plate and curtain wall panel are laid along the vertical abutment joint of curtain wall panel
Connected by pasting, and the cover plate connecting bolt of cover plate is inserted in the cover plate connecting bolt patchhole of crossbeam；
（8）To curtain wall insertion groove and the gap bottom injecting glue of curtain wall panel, then curtain wall insertion groove and curtain wall panel to crossbeam
Flexible sealing strip is clogged at face joint, and carries out flexible sealing strip densification.
The steel wire sleeve location-plate uses bar shaped band steel, is laid parallel to building height direction, and its width is 200mm-
400mm and not less than the olo of two row's vertical applied force reinforcing bars；The welding wire sleeve on steel wire sleeve location-plate, and in steel wire
The inner side of sleeve sets the screw thread being connected with built-in fitting connecting bolt.
The built-in fitting side plate cross section is trapezoidal, two pieces of built-in fitting side plate gap-ratio column 5-10mm wide of built-in fitting；
Built-in fitting side plate is connected with built-in fitting base plate vertical welding, and presetting preburied part connecting bolt is through hole on built-in fitting base plate and stands
Post lateral connection bolt anchor hole.
The water-proof strip band is made of elastomeric material, the rectangular arc in cross section, two right-angle sides and the piece table for connecting
Connection is vertically pasted in face, and free face is curved.
The column uses I-steel or channel-section steel, and in column bottom surface, uniform intervals set column lateral connection along its length
Bolt passes through hole, and in leg surface, uniform intervals set crossbeam anchor bolts hole and the anchoring of Bolted angle connection bolt along its length
Hole, opposition outer surface of column carries out Fireproof antirust treatment.
The cross section of the crossbeam is in I-shaped or channel-section steel, in crossbeam bottom surface uniform intervals welding beam anchor along its length
Gu bolt, in crossbeam side, uniform intervals set crossbeam connecting bolt through hole along its length, in beam surface along its length
Uniform intervals set cover plate connecting bolt patchhole, and Fireproof antirust treatment is carried out to beam outer surface.
The curtain wall insertion groove is laid along crossbeam length direction, and its width 2-5mm wide compared with curtain wall panel, depth are 30mm-
50mm and not less than 2 times of curtain wall panel thickness.
The flexible sealing strip adoption rubber weather strip；The crossbeam anchoring bolt is made of mild steel material, in bending section
Position sets bent cutaway.
The characteristics of present invention has following and beneficial effect
（1）Steel wire sleeve location-plate is preset in the inner side of building structure steel bar stress, and steel is welded on steel wire sleeve location-plate
Silk braid cylinder, can be substantially improved the bonding strength of building element and built-in fitting.
（2）Column carries out Primary Location with crossbeam first with crossbeam coupling bar, then carries out reinforcement connection by angle steel, can be big
Width lifts the bonding strength of crossbeam and column.
（3）On crossbeam set curtain wall insertion groove and cover plate connecting bolt patchhole, can not only strengthen curtain wall panel with
The bonding strength of crossbeam, and the installation difficulty of curtain wall panel can be reduced.
（4）A plurality of water-proof strip band is set in the structure, influence of the extraneous water body to structure can be effectively reduced, structure is improved
Durability.
Brief description of the drawings
Fig. 1 is the schematic cross-sectional view that the present invention proposes structure；
Fig. 2 is that Fig. 1 columns are connected schematic cross-sectional view with built-in fitting.
In figure：1- curtain wall panels；2- columns；3- crossbeams；4- built-in fittings；5- steel wire sleeve location-plates；6- crossbeams crab-bolt connects
Connect hole；7- angle steel；8- steel wire sleeves；9- vertical applied force reinforcing bars；10- built-in fitting base plates；11- built-in fitting side plates；12- built-in fittings connect
Connecting bolt；13- water-proof strip bands；14- crossbeam anchoring bolts；15- Bolted angle connection bolts；16- curtain wall insertion grooves；17- cover plates；18- is covered
Plate connecting bolt；19- cover plate connecting bolt patchholes；20- flexible sealing strips；21- built-in fittings connecting bolt passes through hole；22- angles
Steel connecting bolt passes through hole；23- crossbeams connecting bolt passes through hole；24- cover plate connecting bolt patchholes；25- column lateral connections
Bolt；26- columns transverse direction connecting bolt anchor hole；27- columns transverse direction connecting bolt passes through hole；28- bent cutaways；29- builds
Component.
Specific embodiment
Embodiments of the invention are described in further detail below in conjunction with brief description of the drawings, but the present embodiment is not used to limit
The system present invention, it is every to use similar structure of the invention and its similar change, protection scope of the present invention all should be listed in.
The Hoisting Construction Technology requirement of column and crossbeam, concrete pouring construction technical requirements, structure welding construction technology
It is required that, bolt anchoring construction technology requirement etc., repeated no more in present embodiment, emphasis illustrate the present invention relates to structure implementation
Mode.
Fig. 1 is the schematic cross-sectional view that the present invention proposes structure, and Fig. 2 is that Fig. 1 columns are connected cross section signal with built-in fitting
Figure.Glass curtain wall assembled mounting structure shown in 1 ~ Fig. 2 of reference picture, mainly include built-in fitting 4, built-in fitting connecting bolt 12,
Steel wire sleeve 8, steel wire sleeve location-plate 5, column transverse direction connecting bolt 25, crossbeam anchoring bolt 14, angle steel 7 and cover plate 17, it is pre-buried
Part 4 is made up of one piece of built-in fitting base plate 10 and two blocks of built-in fitting side plates 11.Built-in fitting 4 is connected with building element 29 by built-in fitting
Bolt 12, steel wire sleeve 8 and steel wire sleeve location-plate 5 are connected, and built-in fitting 4 is connected with column 2 by column transverse direction connecting bolt 25
Connect, column 2 and crossbeam 3 are connected by crossbeam anchoring bolt 14 and angle steel 7, crossbeam 3 and curtain wall panel 1 by curtain wall insertion groove 16 and
Cover plate 17 is connected.
Curtain wall panel 1 is 6 millimeters, monolithic curtain wall panel using hollow half reinforcing heat-reflection coated glass, substrate glass thickness
The area of material 1 is 3m2。
Column 2 uses I-steel, and it is 200mm that its central post 2 uses height, and a width of 102mm of pin, waist thickness is the I-shaped of 9mm
Steel；1m is spaced along its length in the bottom surface of column 2 the column transverse direction connecting bolt of a diameter of 30mm is set through hole 27, in column
It is the angle of 20mm that 2 surfaces are spaced the crossbeam anchor bolts hole 6 of two a diameter of 20mm of 1m settings and two internal diameters along its length
Steel connecting bolt anchor hole 22；The outer surface of column 2 carries out fire prevention treatment using fireproof coating, is carried out at antirust using antirust paint
Reason；Self-fastening screw thread is set in Bolted angle connection bolt anchor hole 22；Column transverse direction connecting bolt 25 is using a diameter of 25mm, a length of
The stainless steel bolt of 10mm.
Crossbeam 3 uses wall thickness to be formed for the steel plate of Q235 is prefabricated for 5mm, strength grade, the height in its cross section is 60mm,
Width is 100mm；3m is spaced along its length in the bottom surface of crossbeam 3 and welds two crossbeam anchoring bolts 14 of a diameter of 18mm, in horizontal stroke
The side of beam 3 is spaced 3m and sets two crossbeam connecting bolts through hole 23 along its length, and crossbeam connecting bolt sets through hole 23 is interior
Self-fastening screw thread；On the surface of crossbeam 3, uniform intervals set the cover plate connecting bolt patchhole 24 of diameter 20mm along its length；It is right
The outer surface of crossbeam 3 carries out fire prevention treatment using fireproof coating, and antirust treatment is carried out using antirust paint；Crossbeam anchoring bolt 14 is used
Low-intensity mild steel is made, and bent cutaway 28 is preset in its curved side.
Built-in fitting 4 is made up of 1 piece of built-in fitting base plate 10 and two blocks of built-in fitting side plates 11, built-in fitting side plate 11 and built-in fitting bottom
The vertical welding of plate 10 is connected；It is Q235's for 12mm, strength grade that built-in fitting side plate 11 uses wall thickness with built-in fitting base plate 10
Steel plate is prefabricated to be formed；The length and width of built-in fitting base plate 10 is 200mm；Built-in fitting side plate cross section is trapezoidal, bottom width
200mm, top width 100mm, 200mm high, two pieces of clear spacings of built-in fitting side plate 11 are 110mm；Preset on built-in fitting base plate 10
Four internal diameters are 20mm built-in fittings connecting bolt through the column transverse direction connecting bolt anchor hole that 21, two, hole internal diameter is 25mm
26, the inside of column transverse direction connecting bolt anchor hole 26 sets anchor screw.
It is the bar shaped band steel of Q235 that steel wire sleeve location-plate 5 uses thickness 10mm, strength grade, and its width is 300mm；In steel
Welding wire sleeve 8 on silk braid cylinder location-plate 5, the spiral shell being connected with built-in fitting connecting bolt 12 is set in the inner side of steel wire sleeve 8
Line；Built-in fitting connecting bolt 12 is using a diameter of 20mm, the stainless steel bolt of 130mm long.
Angle steel 7 uses thickness 10mm, strength grade by the steel plate of Q235 is made, and its length is 100mm, both sides are high is
50mm, sets four internal diameters for the Bolted angle connection bolt of 20mm passes through hole 30 on angle steel；Bolted angle connection bolt 15 uses diameter
The stainless steel bolt of 20mm, 100mm long；It is 20mm that Bolted angle connection bolt passes through the internal diameter in hole 30.
The spacing 200mm of vertical applied force reinforcing bar 9, using the spiral of a diameter of 32mm.
Water-proof strip band 13 is made of elastomeric material, the rectangular arc in cross section；Water-proof strip is with 13 two right angle hem widths
20mm, paste vertical with the component surface for connecting is connected.
Curtain wall insertion groove 16 is laid along the length direction of crossbeam 3, and its width is 20mm, and depth is 50mm.
Cover plate 17 is using thickness 5mm, the aluminium alloy plate of width 15mm；Cover plate connecting bolt 18 uses the stainless steel spiral shell of diameter 10mm
Bolt；Cover plate connecting bolt patchhole 19 sets fastening spiral shell on the side of crossbeam 3 in cover plate connecting bolt patchhole 19
Line.
Flexible sealing strip 20 uses rubber weather strip, and thickness is 2mm, and width is 15mm.
Building element 29 is building structure post.
Glass curtain wall assembled construction method of installation, including following construction procedure：
（1）According to the size of column 2, the vertical spacing of crossbeam 3, the dimensional conditions of built-in fitting 4, in the prefabricated built-in fitting 4 of precast plant, steel wire set
Cylinder location-plate 5, presets crossbeam anchor bolts hole 6 and Bolted angle connection bolt anchor hole 22 on column 2, and according between built-in fitting 4
Away from the welding wire sleeve 8 on steel wire sleeve location-plate 5；
（2）The steel reinforcement cage colligation of building element 29 is first carried out, in the vertical applied force reinforcing bar 9 corresponding with the installation position of built-in fitting 4
Side welding wire sleeve location-plate 5, and carry out the correction of the locus of steel wire sleeve location-plate 5；
（3）The concreting of building element 29 is carried out, concrete is carried out using small-sized shock club near steel wire sleeve location-plate 5
Vibrations are closely knit, it is ensured that 5 locus of steel wire sleeve location-plate are constant；
（4）After concrete forms intensity, the built-in fitting 4 that will be made up of built-in fitting base plate 10 and built-in fitting side plate 11 is by pre-buried
Part connecting bolt 12 is connected firmly with steel wire sleeve 8；
（5）Column 2 is lifted between two blocks of built-in fitting side plates 11 of built-in fitting 4, by column transverse direction connecting bolt 25 with it is pre-
Embedded part 4 is connected firmly, to injecting glue filling space in the gap of column 2 and the connecting portion of built-in fitting 4, in column 2 and built-in fitting side
Paste water-proof strip band 13 in the joint of plate 11；
（6）First crossbeam 3 is lifted to setting position, then the crossbeam anchoring bolt 14 that will be welded to connect with crossbeam 3 and inserts the horizontal stroke of column 2
In beam anchor bolts hole 6 and from the side bolt jail of column 2, the correction of the locus of crossbeam 3 is then carried out, then by Bolted angle connection bolt
15 are connected firmly crossbeam 3 with column 2, to injecting glue in angle steel 7 and column 2, the space of the joint of crossbeam 3, and angle steel 7 with it is vertical
Water-proof strip band 13 is pasted at post 2, the face joint of crossbeam 3；
（7）Curtain wall panel 1 is inserted in curtain wall insertion groove 16, cover plate 17, cover plate 17 are laid along the vertical abutment joint of curtain wall panel 16
It is connected by pasting with curtain wall panel 1, and the cover plate connecting bolt 18 of cover plate 17 is inserted the cover plate connecting bolt insertion of crossbeam 3
In hole 24；
（8）First to curtain wall insertion groove 16 and the gap bottom injecting glue of curtain wall panel 1, then to the curtain wall insertion groove 16 and curtain of crossbeam 3
Flexible sealing strip 20 is clogged at the face joint of wallboard material 1, and carries out the densification of flexible sealing strip 20.
Claims (8)
1. a kind of glass curtain wall assembled construction method of installation, it is characterised in that the glass curtain wall assembled mounting structure master
To include built-in fitting, built-in fitting connecting bolt, steel wire sleeve, steel wire sleeve location-plate, column transverse direction connecting bolt, crossbeam anchoring
Bolt, angle steel and cover plate, the built-in fitting are made up of one piece of built-in fitting base plate and two blocks of built-in fitting side plates；Built-in fitting and building element
Connected by built-in fitting connecting bolt, steel wire sleeve and steel wire sleeve location-plate, built-in fitting passes through column lateral connection with column
Bolt connection, with crossbeam by crossbeam anchoring bolt and Bolted angle connection, crossbeam passes through curtain wall insertion groove and lid to column with curtain wall panel
Plate is connected；
The construction method is mainly included the following steps that：
（1）According to column size, the vertical spacing of crossbeam, built-in fitting dimensional conditions, determine in the prefabricated built-in fitting of precast plant, steel wire sleeve
Position plate, presets crossbeam anchor bolts hole and Bolted angle connection bolt anchor hole on column, and according to built-in fitting spacing in steel wire set
Welding wire sleeve on cylinder location-plate；
（2）Building element steel reinforcement cage colligation is first carried out, is welded on the inside of the vertical applied force reinforcing bar corresponding with built-in fitting installation position
Steel wire sleeve location-plate is connect, and carries out the correction of steel wire sleeve location-plate locus；
（3）Building element concreting is carried out, concrete shake is carried out using small-sized shock club near steel wire sleeve location-plate
It is dynamic closely knit, it is ensured that steel wire sleeve location-plate locus is constant；
（4）After concrete forms intensity, the built-in fitting that will be made up of built-in fitting base plate and built-in fitting side plate is connected by built-in fitting
Connecting bolt is firm with steel wire sleeve connection；
（5）Column is lifted between two blocks of built-in fitting side plates of built-in fitting, is connected by column transverse direction connecting bolt and built-in fitting
Connect firmly, to injecting glue filling space in the gap of column and built-in fitting connecting portion, glued in column and built-in fitting side plate joint
Patch water-proof strip band；
（6）First by transverse beam lifting to setting position, then the crossbeam anchoring bolt that will be connected with beam welding inserts the crossbeam anchor of column
In bolt connecting hole and from column side bolt jail, the correction of crossbeam locus is then carried out, then by Bolted angle connection bolt by crossbeam
It is connected firmly with column, to injecting glue in angle steel and column, the space of crossbeam joint, and on angle steel and column, the surface of crossbeam
Seam crossing pastes water-proof strip band；
（7）Curtain wall panel is inserted in curtain wall insertion groove, cover plate, cover plate and curtain wall panel are laid along the vertical abutment joint of curtain wall panel
Connected by pasting, and the cover plate connecting bolt of cover plate is inserted in the cover plate connecting bolt patchhole of crossbeam；
（8）To curtain wall insertion groove and the gap bottom injecting glue of curtain wall panel, then curtain wall insertion groove and curtain wall panel to crossbeam
Flexible sealing strip is clogged at face joint, and carries out flexible sealing strip densification.
2. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The steel wire set
Cylinder location-plate uses bar shaped band steel, is laid parallel to building height direction, and its width is 200mm-400mm and is erected not less than two rows
To the olo of steel bar stress；The welding wire sleeve on steel wire sleeve location-plate, and steel wire sleeve inner side set with it is pre-
The screw thread of embedded part connecting bolt connection.
3. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The built-in fitting
Side plate cross section is trapezoidal, two pieces of built-in fitting side plate gap-ratio column 5-10mm wide of built-in fitting；Built-in fitting side plate and built-in fitting
Base plate vertical welding is connected, and presetting preburied part connecting bolt is anchored through hole and column transverse direction connecting bolt on built-in fitting base plate
Hole.
4. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The water-proof strip
Band is made of elastomeric material, and the rectangular arc in cross section, paste vertical with the component surface for connecting of two right-angle sides is connected, and faces sky
Face is curved.
5. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The column is adopted
With I-steel or channel-section steel, in column bottom surface, uniform intervals set column transverse direction connecting bolt through hole along its length, in column
Uniform intervals set crossbeam anchor bolts hole and Bolted angle connection bolt anchor hole along its length on surface, and column outer surface is prevented
Fiery antirust treatment.
6. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The crossbeam is adopted
With I-steel or channel-section steel, in crossbeam bottom surface uniform intervals welding beam anchoring bolt along its length, in crossbeam side along length side
Crossbeam connecting bolt is set to uniform intervals and passes through hole, uniform intervals set cover plate connecting bolt along its length in beam surface
Patchhole, beam outer surface carries out Fireproof antirust treatment.
7. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The curtain wall is inserted
Enter groove to be laid along crossbeam length direction, its width 2-5mm wide compared with curtain wall panel, depth are 30mm-50mm and not less than curtain wall panel
2 times of material thickness.
8. a kind of glass curtain wall assembled construction method of installation according to claim 1, it is characterised in that：The flexibility is close
Strip of paper used for sealing uses rubber weather strip；The crossbeam anchoring bolt is made of mild steel material, and bent cutaway is set in crooked position.
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| CN201710009204.5A CN106869378B (en) | 2017-01-06 | 2017-01-06 | A kind of glass curtain wall assembled construction method of installation |
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| CN201710009204.5A CN106869378B (en) | 2017-01-06 | 2017-01-06 | A kind of glass curtain wall assembled construction method of installation |
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| CN106869378B CN106869378B (en) | 2018-04-27 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561091A (en) * | 2020-05-19 | 2020-08-21 | 湖南中飞幕墙有限公司 | Mounting method of assembled building curtain wall |
| CN113898098A (en) * | 2021-11-23 | 2022-01-07 | 南京国豪装饰安装工程股份有限公司 | Construction method of dry-hanging curtain wall |
| CN117803116B (en) * | 2024-02-29 | 2024-05-07 | 山东铭城环保新材料科技有限公司 | Assembled curtain wall structure and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006241695A (en) * | 2005-02-28 | 2006-09-14 | Central Glass Co Ltd | Supporting structure of glass pane |
| CN101046122A (en) * | 2006-03-27 | 2007-10-03 | 贺奇玻璃制造(大连)有限公司 | Cellular curtain wall dry hanging assembly and its installation process |
| DE102007025909A1 (en) * | 2007-06-01 | 2008-12-04 | Bösecke, Jürgen | Metal light weight construction-glass facade covering for thermal insulation of e.g. business establishment, has thermal insulation layer of mineral wool arranged in facade covering plates through hollow cavities formed between plates |
| CN202248399U (en) * | 2011-08-19 | 2012-05-30 | 上海美特幕墙有限公司 | Shockproof connection code part for unit curtain wall system |
| CN102966203A (en) * | 2012-09-26 | 2013-03-13 | 苏州金螳螂幕墙有限公司 | Vertical column hanging device for inverted type glass curtain wall |
| CN103726597A (en) * | 2013-10-13 | 2014-04-16 | 何志胜 | Frame type unit curtain wall adopting auxiliary installing rack, tooth profile angle and tooth profile support |
-
2017
- 2017-01-06 CN CN201710009204.5A patent/CN106869378B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006241695A (en) * | 2005-02-28 | 2006-09-14 | Central Glass Co Ltd | Supporting structure of glass pane |
| CN101046122A (en) * | 2006-03-27 | 2007-10-03 | 贺奇玻璃制造(大连)有限公司 | Cellular curtain wall dry hanging assembly and its installation process |
| DE102007025909A1 (en) * | 2007-06-01 | 2008-12-04 | Bösecke, Jürgen | Metal light weight construction-glass facade covering for thermal insulation of e.g. business establishment, has thermal insulation layer of mineral wool arranged in facade covering plates through hollow cavities formed between plates |
| CN202248399U (en) * | 2011-08-19 | 2012-05-30 | 上海美特幕墙有限公司 | Shockproof connection code part for unit curtain wall system |
| CN102966203A (en) * | 2012-09-26 | 2013-03-13 | 苏州金螳螂幕墙有限公司 | Vertical column hanging device for inverted type glass curtain wall |
| CN103726597A (en) * | 2013-10-13 | 2014-04-16 | 何志胜 | Frame type unit curtain wall adopting auxiliary installing rack, tooth profile angle and tooth profile support |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561091A (en) * | 2020-05-19 | 2020-08-21 | 湖南中飞幕墙有限公司 | Mounting method of assembled building curtain wall |
| CN113898098A (en) * | 2021-11-23 | 2022-01-07 | 南京国豪装饰安装工程股份有限公司 | Construction method of dry-hanging curtain wall |
| CN117803116B (en) * | 2024-02-29 | 2024-05-07 | 山东铭城环保新材料科技有限公司 | Assembled curtain wall structure and construction method thereof |
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| CN106869378B (en) | 2018-04-27 |
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