CN105672656A - Construction method of exterior hidden frame supported glass curtain wall - Google Patents
Construction method of exterior hidden frame supported glass curtain wall Download PDFInfo
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- CN105672656A CN105672656A CN201410665209.XA CN201410665209A CN105672656A CN 105672656 A CN105672656 A CN 105672656A CN 201410665209 A CN201410665209 A CN 201410665209A CN 105672656 A CN105672656 A CN 105672656A
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Abstract
Provided is a construction method of an exterior hidden frame supported glass curtain wall. The glass of the exterior hidden frame supported glass curtain wall is installed outside a vertical keel and placed on a transverse keel. All vertical frameworks of a framework system are firmly connected with pre-buried iron accessories in structural concrete. The construction method is characterized by comprising following steps: a, examining a main body structure and pre-buried iron accessories; b, installing supports and columns; c, installing crossbeams; d, installing rock wool; e, installing glass press blocks; f, installing glass boards and g gluing and caulking. The construction method of the exterior hidden frame supported glass curtain wall has following advantages: the construction method is standardized and reasonable in design of construction steps, easy in operation, quick in construction speed, safe and reliable in engineering quality, short working period and valuable economic benefit.
Description
Technical field
The present invention relates to a kind of Glass Curtain Wall Construction method, specifically, be a kind of full concealed frame glass curtain wall construction method of exterior wall.
Background technology
Glass curtain wall, refer to that be made up of with glass support system, relative agent structure can have certain displacement ability, do not share agent structure institute building external envelope structure the affected or decorating structure. Body of wall has monolayer and double glazing two kinds, and glass curtain wall is the construction wall trailing of a kind of novelty attractive in appearance, is the marked feature in modernism skyscraper epoch.
The feature of glass curtain wall:
1) handsome in appearance: facade effect is enriched, lines sense is strong, graceful, harmonious, smooth, and appreciative value is high. The inboard of curtain wall glass outer is coated with coloured metal coating, and from the appearance full wafer exterior wall is just as mirror, mirrors wherein by the scenery of sky and surrounding, and during light change, colors of image is bright-colored, with countless changes. Under the reflection of light, indoor are not by strong illumination, and vision is soft.
2) safe and reliable: structure construction fully takes into account the impact on curtain wall such as deadweight, wind load.
3) be conducive to environmental protection, save the energy.
4) easy for installation, detachable, easy to maintenance.
5) glass curtain wall can reduce the environmental pollution such as dust, waste water compared with the construction of other finishing material.
But, in Glass Curtain Wall Construction, Problems existing is also a lot, and such as glass breaking, structure glue lost efficacy, glass curtain wall fire protecting performance is poor, glass curtain wall supporting construction lost efficacy, and device for fixing glass curtain wall lost efficacy, structure glue Construction on Environment and equipment requirements are higher, as there being temperature and humidity control etc.
Therefore, current domestic built or be still in the stage lack of standardization building the construction of exterior wall full concealed frame glass curtain wall, there is a lot of not science, irrational place, manufacturing process is numerous and diverse, manufacturing cost is high.
Therefore the construction of known exterior wall full concealed frame glass curtain wall also exists above-mentioned all inconvenience and problem.
Summary of the invention
The purpose of the present invention, is in that to propose a kind of full concealed frame glass curtain wall construction method of exterior wall.
For achieving the above object, the technical solution of the present invention is:
A kind of full concealed frame glass curtain wall construction method of exterior wall, the glass of the full concealed frame glass curtain wall of exterior wall is arranged on outside vertical keel, being shelved in lateral keel, the vertical framework of every of frame system is all firmly connected with the embedded iron parts in structural concrete, it is characterised in that comprise the following steps:
A, agent structure, built-in fitting inspection:
(1) about built-in fitting, the inspection of upper lower deviation
First by surveying and locating personnel by the location line bullet of bearing on the body construction, be easy to workmen carry out checking, record, check that whether built-in fitting centrage is consistent with the location line of bearing, line is positioned by cross, check about built-in fitting, upper and lower deviation, if deviation great Bao design department propose built-in fitting amendment scheme;
(2) inspection of structural bearings
After the location line bullet of bearing is good, draws vertical steel wire at structure place according to external control net, and x wire is as installing control line; Check absolute altitude and the built-in fitting size of structure, inspection size is recorded, feeds back to technician and quality person;
(3) built-in fitting is if any deviation, will adopt rearmounted, and fix with chemical bolt, and typical construction form is carried out pull-out test;
The installation of b, bearing and column
(1) connection of bearing and column
Consider safety and the operability of construction and installation, first bearing is coupled together with handware bolt and column by column before the mounting in floor, bearing and column contact position add isolating pad, it is prevented that potential difference is corroded, the area that the area of isolating pad can not contact with perpendicular material less than connector; After connection, tie up with rope and hang out floor, then carry out installation in place;
(2) column is installed and is regulated
Hang out after floor until column, bearing is connected by T-bolt with built-in fitting, first bolt is placed in groove, rotate 90oAfter again bolt is screwed to 6 points tight, carry out the adjustment of top to bottom, left and right, front and rear; Tighten again after meeting the requirements on inspection, just, left and right control within 2-3mm;
(3) lattice of column is installed and is controlled
The installation of column is adjusted installing according to vertical steel straight line and horizontal fish silk thread, until being respectively of the required size, column carries out the inspection of axial deviation after installing, otherwise can affect the installation of horizontal material;
(4) after bottom column installs, when installing last layer column, sleeve is installed between two columns and stays and meet 15mm, in order to flexible; Between two columns, gluing seals, it is prevented that rainwater is invaded;
C, crossbeam are installed
(1), after column installs, first corner brace is inserted into the two ends of crossbeam, is carried on a shoulder pole by crossbeam, be then fixed on column with bolt by crossbeam before installing by crossbeam; Position, hole on the Kong Weiyu column of corner brace adopts interference fits, the size in hole big 0.1～0.2 millimeter than screw diameter;
(2) between crossbeam and column, carry out heat treatment, whole crossbeam size should than lattice size short 4～4.5mm, 2mm antinoise shaping piece is installed at crossbeam two ends;
(3) crossbeam is in installation process, and the height at crossbeam two ends should control within the scope of ± 1mm, and the same face absolute altitude deviation is not more than 3mm;
D, rock wool are installed
The first region polishing of 150mm*150mm on backboard, is then bonded in nail on backboard, then by nail sealant sealing, finally fixes rock wool again on backboard;
E, glass briquetting are installed
(1) being unkitted before glass plate, be first fixed on crossbeam, column by glass briquetting, being generally tightened to pressing plate has assemblage gap, after glass plate is installed, left and right, adjusts up and down, adjusts and complete is tightened by bolt again;
(2) the secondary frame of the glass plate of hidden frame is fixed on aluminum alloy frame by briquetting, and the installation of briquetting should meet designing requirement, and briquetting is no less than 300mm, and is not more than 300mm from edges of boards 100mm arrangement pitch, connects fastening with bolt back-off;
F, glass plate are installed
(1) transport of glass tower crane is to after having the floor of operation platform, again through the position that manpower transport to each floor needs, carries out every block of glass when installing, transports to institute's installation site with manual sucker again by manpower;
(2) after briquetting is installed, carry out the installation of glass plate, glass plate is hung on crossbeam lightly and moves left and right, be pushed in briquetting, be adjusted according to vertical lattice wire, tight a bolt after adjusting;
(3) glass plate is installed according to plate numbering figure, must not be interchangeable by the plate that difference is numbered in work progress, the relation of outer plate in simultaneously noting, it is prevented that glass produces color variations after installing;
G, gluing filleting
Glass plate checks that whether whole plate face is smooth vertical and horizontal after installing, and clogs foam rods and carry out gluing after passed examination;
(1) fully clean gap between sheet material, should not have water, oil stain, dust and other impurities, should fully clean adhesive surface, be dried;
(2) thickness of gluing is the 1/2 of seam width, and gluing must be uniform, continuous, full, and frictioning must smooth, and joint does not stay concavo-convex, lines defect; Silicone construction sealant bonds on seam planted agent two opposite, does not answer three bondings;
(3) paper of taping is firmly closely knit, and corner and joint connect smooth and easy and be close to edges of boards. Adhesive tape is not allow for dehiscing, coming off when pasting, not straight phenomenon;
(4), after gluing, in time adhesive tape should be cleaned out when glue is quick-drying, and the glue surface damaged when immediately treating because of tear tape;
(5) what the thickness of gluing should not be beaten is too thin or too thick, and colloid surface should be smooth, smooth, and cleaning glass is without dirt; Bind, edge sealing, back cover should firmly attractive in appearance, do not seep water, the water bound should be arranged inwards;
(6), after gluing, in time the glue polluting plate face is cleaned out.
The full concealed frame glass curtain wall construction method of exterior wall of the present invention can also be further achieved by the following technical measures.
Aforesaid method, wherein said lattice is installed in controlling, and axial deviation controls within the scope of ± 1mm, and between perpendicular material, lattice size Control is at ± 1mm.
Aforesaid method, wherein said sleeve is vertically connected with intubating length and cannot be less than 200mm.
Aforesaid method, wherein said glass plate in an installation, adjacent two cell board difference of height < 1mm, stitch width ± 1mm.
After adopting technique scheme, the full concealed frame glass curtain wall construction method of exterior wall of the present invention has the advantage that
1, construction procedure design specification is reasonable, simple to operate, speed of application is fast;
2, construction quality is safe and reliable, the reduction of erection time, and economic benefit is valuable, and the practice of construction duration shortens 50 days than time limit for contract, thus produces direct economic benefit and is: saves 50 days * 300 yuan/(man day)=495000 yuan of labour cost 33 people *; Equipment leasing and depreciation cost: 50 days * 1500 yuan/days=75000 yuan; Management 50 days * 600 yuan/(man day)=630000 yuan of cost 21 people *, also create favorable conditions for project construction in later period;
3, contribute for exploiting the overseas market.
Accompanying drawing explanation
Fig. 1 is the built-in fitting detection schematic diagram of the embodiment of the present invention;
Fig. 2 is two column vertical expansion joint schematic diagrams of the embodiment of the present invention;
Fig. 3 is that the crossbeam of the embodiment of the present invention is at scheme of installation;
Fig. 4 be the glass plate of the embodiment of the present invention in mounting and adjusting process, adjacent two cell board differences of height control schematic diagrams.
In figure: 1 built-in fitting, 2 longitudinal lattice lines of ink marker, the 3 transverse dividing lines of ink marker, 4 sleeves, 5 fluid sealants, 6 columns, 7 crossbeams, 8 glass plates.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing thereof, the present invention is illustrated further.
Embodiment 1
Within 2014, Fire Department of Kuwait control building project structure form is reinforced concrete frame structure, and superstructure is G+6 layer, construction area 22000 square metres, and exterior wall is full concealed frame glass curtain wall, and exterior wall glass curtain wall area is 4200 square meters. The full concealed frame glass curtain wall sequence of construction of exterior wall of the present invention: installation → crossbeam of structure, the inspection → unwrapping wire of built-in fitting, ejection column frame bar, horizontal line → bearing and column installs → the lightning-arrest installation → glass installation → gluing of installation → insulation → interlayer fire prevention → concealment acceptance → glass briquetting, cleaning.
The full concealed frame glass curtain wall construction method of exterior wall of the present invention, the structure of the full concealed frame glass curtain wall of exterior wall be in advance with structure glue by glass bonding on instrument bezel, seal with structure sealant between instrument bezel, the sash of aluminium alloy element composition fixes instrument bezel, the upper ledge of instrument bezel hangs on the crossbeam of the whole sash system of aluminium alloy, glass is clear hollow plated film minute surface reflecting glass, instrument bezel and aluminium alloy sash system are all hidden after glass, aluminum alloy frame is can't see from outside, form a large-area direct reflection screen curtain wall, the whole load of curtain wall passes to aluminum alloy frame by glass by glue, it is characterized in that comprising the following steps:
A, agent structure, built-in fitting inspection:
Fig. 1 is the built-in fitting detection schematic diagram of the embodiment of the present invention.
(1) about built-in fitting, the inspection of upper lower deviation
First by surveying and locating personnel by the location line bullet of bearing on constructure body structure, be easy to workmen carry out checking, record, check that whether built-in fitting centrage is consistent with the location line of bearing, line is positioned by cross, check about built-in fitting, upper and lower deviation, if deviation great Bao design department propose built-in fitting amendment scheme;
(2) inspection of structural bearings
After the location line bullet of bearing is good, draws vertical steel wire at structure place according to external control net, and x wire is as installing control line; Check absolute altitude and the built-in fitting size of structure, inspection size is recorded, feeds back to technician and quality person;
(3) built-in fitting is if any deviation, will adopt rearmounted, and fix with chemical bolt, and typical construction form is carried out pull-out test;
The installation of b, bearing and column
(1) connection of bearing and column
Consider safety and the operability of construction and installation, first bearing is coupled together with handware bolt and column by column before the mounting in floor, bearing and column contact position add isolating pad, it is prevented that potential difference is corroded, the area that the area of isolating pad can not contact with perpendicular material less than connector; After connection, tie up with rope and hang out floor, then carry out installation in place. (curtain wall is for facing limit operation, it is prevented that high-altitude junk)
(2) column is installed and is regulated
Fig. 2 is two column vertical expansion joint schematic diagrams of the embodiment of the present invention.
Hang out after floor until column, bearing is connected by T-bolt with embedded part, first bolt is placed in groove, rotate 90. After again bolt is screwed to 6 points tight, carry out the adjustment of top to bottom, left and right, front and rear. Tighten again after meeting the requirements on inspection, just, left and right control within 2 3mm;
(3) lattice of column is installed and is controlled
The installation of column is adjusted installing according to vertical steel straight line and horizontal fish silk thread, until being respectively of the required size, column carries out the inspection of axial deviation after installing, and axial deviation controls within the scope of ± 1mm, between perpendicular material, lattice size Control is at ± 1mm, otherwise can affect the installation of horizontal material.
(4) after bottom column installs, when installing last layer column, sleeve is installed between two columns and stays and meet 15mm, in order to flexible. It is complete that adjustment installed by column, and between two columns, gluing seals, it is prevented that rainwater is invaded. It is vertically connected with sleeve intubating length and cannot be less than 200mm;
C, crossbeam are installed
Fig. 3 is that the crossbeam of the embodiment of the present invention is at scheme of installation.
(1) column carries out the installation of crossbeam after all installing, and before crossbeam is not installed, first corner brace is inserted into the two ends of crossbeam, is carried on a shoulder pole by crossbeam. Then it is fixed by bolts on column. Crossbeam bears the weight of glass, is easily generated torsion, thus the Kong Weiying of position, hole on column, corner brace adopts interference fits, the size in hole big 0.1～0.2 millimeter than screw diameter.
(2) noise can be produced owing to aluminium alloy curtain wall expands with heat and contract with cold, this factor is considered in design, between crossbeam and column, carry out heat treatment, whole crossbeam size should than lattice size short 4～4.5mm, 2mm antinoise shaping piece (2mm seam or gluing process) is installed at crossbeam two ends.
(3) crossbeam is in installation process, and the height at crossbeam two ends should control within the scope of ± 1mm. The same face absolute altitude deviation is not more than 3mm;
D, rock wool are installed
The first region polishing of 150mm*150mm on backboard, is then bonded in nail on backboard, then by nail sealant sealing, finally fixes rock wool again on backboard;
E, glass briquetting are installed
(1) being unkitted before glass plate, be first fixed on crossbeam, column by glass briquetting, being generally tightened to pressing plate has assemblage gap, after glass plate is installed, left and right, adjusts up and down, adjusts and complete is tightened by bolt again.
(2) the secondary frame of the glass plate of hidden frame is fixed on aluminum alloy frame by briquetting, and the installation of briquetting should meet designing requirement, and briquetting is no less than 300mm, and is not more than 300mm from edges of boards 100mm arrangement pitch, connects fastening with bolt back-off;
F, glass plate are installed
Fig. 4 be the glass plate of the embodiment of the present invention in mounting and adjusting process, adjacent two cell board differences of height control schematic diagrams.
(1) transport of glass tower crane is to after having the floor (the 3rd layer and the 5th layer) of operation platform, again through the position that manpower transport to each floor needs, carries out every block of glass when installing, with manual sucker pass through manpower transporting to installation site;
(2) after briquetting is installed, carry out the installation of glass plate, glass plate is hung on crossbeam lightly and moves left and right, be pushed in briquetting, be adjusted according to vertical lattice wire, tight a bolt after adjusting.
(3) glass plate is in mounting and adjusting process, and adjacent two cell board differences of height control at < 1mm, and seam width controls at ± 1mm.
(4) glass plate is installed according to plate numbering figure, must not be interchangeable by the plate that difference is numbered in work progress. The relation of outer plate in simultaneously noting, it is prevented that glass produces color variations after installing;
G, gluing filleting
Glass plate checks that whether whole plate face is smooth vertical and horizontal after installing, and clogs foam rods and carry out gluing after passed examination.
(1) fully clean gap between sheet material, should not have water, oil stain, dust and other impurities, should fully clean adhesive surface, be dried.
(2) thickness of gluing is the 1/2 of seam width. Gluing must uniformly, and continuous full frictioning must smooth. Joint does not stay the defects such as concavo-convex, lines. Silicone construction sealant bonds on seam planted agent two opposite, does not answer three bondings
(3) paper of taping is firmly closely knit, and corner and joint connect smooth and easy and be close to edges of boards. The phenomenons such as adhesive tape is not allow for dehiscing, coming off when pasting, not straight.
(4), after gluing, in time adhesive tape should be cleaned out when glue is quick-drying, and the glue surface damaged when immediately treating because of tear tape.
(5) what the thickness of gluing should not be beaten is too thin or too thick. And colloid surface should be smooth, smooth, cleaning glass is without dirt. Bind, edge sealing, back cover should firmly attractive in appearance, do not seep water, the water bound should be arranged inwards.
(6) after gluing, in time the glue polluting plate face is cleaned out, complete the full concealed frame glass curtain wall construction of exterior wall.
The present invention has substantive distinguishing features and significant technological progress, the exterior wall full concealed frame glass curtain wall construction method of the present invention according to construction drawing in processing factory by required vertical, horizontal aluminum alloy frame batch machining terminates, after building owner's body structure construction terminates, the position of the embedded iron parts according to early stage concrete structure outer wall carries out city's roads again, after calibrating position, again vertical aluminum alloy frame stainless steel bolt is fixed, then further according to drawing position, horizontal aluminum alloy frame is installed, then glass and sealing joint strip are installed, last again with sealant sealing, thus forming full built-in-frame type glass curtain. the construction procedure design specification of the exterior wall full concealed frame glass curtain wall construction method of the present invention is reasonable, simple to operate, speed of application fast, and direct economic benefit is notable, also contributes for exploiting the overseas market.
The full concealed frame glass curtain wall construction method of exterior wall of the present invention is used in Fire Department of Kuwait control building engineering in 2014, and effect is notable, and construction quality and progress obtain praising highly of owner, and the continuation cooperation for both sides is laid a good foundation.Adopt this technique to also reduce our construction cost simultaneously, reach intended cost objective, remarkable in economical benefits.
Above example is used for illustrative purposes only, but not limitation of the present invention, person skilled in the relevant technique, without departing from the spirit and scope of the present invention, it is also possible to make various conversion or change. Therefore, all equivalent technical schemes also should belong to scope of the invention, should be limited by each claim.
Claims (4)
1. the full concealed frame glass curtain wall construction method of exterior wall, the glass of the full concealed frame glass curtain wall of exterior wall is arranged on outside vertical keel, being shelved in lateral keel, the vertical framework of every of frame system is all firmly connected with the embedded iron parts in structural concrete, it is characterised in that comprise the following steps:
A, agent structure, built-in fitting inspection:
(1) about built-in fitting, the inspection of upper lower deviation
First by surveying and locating personnel by the location line bullet of bearing on the body construction, be easy to workmen carry out checking, record, check that whether built-in fitting centrage is consistent with the location line of bearing, line is positioned by cross, check about built-in fitting, upper and lower deviation, if deviation great Bao design department propose built-in fitting amendment scheme;
(2) inspection of structural bearings
After the location line bullet of bearing is good, draws vertical steel wire at structure place according to external control net, and x wire is as installing control line; Check absolute altitude and the built-in fitting size of structure, inspection size is recorded, feeds back to technician and quality person;
(3) built-in fitting is if any deviation, will adopt rearmounted, and fix with chemical bolt, and typical construction form is carried out pull-out test;
The installation of b, bearing and column
(1) connection of bearing and column
Consider safety and the operability of construction and installation, first bearing is coupled together with handware bolt and column by column before the mounting in floor, bearing and column contact position add isolating pad, it is prevented that potential difference is corroded, the area that the area of isolating pad can not contact with perpendicular material less than connector; After connection, tie up with rope and hang out floor, then carry out installation in place;
(2) column is installed and is regulated
Hang out after floor until column, bearing is connected by T-bolt with built-in fitting, first bolt is placed in groove, rotate 90oAfter again bolt is screwed to 6 points tight, carry out the adjustment of top to bottom, left and right, front and rear; Tighten again after meeting the requirements on inspection, just, left and right control within 2-3mm;
(3) lattice of column is installed and is controlled
The installation of column is adjusted installing according to vertical steel straight line and horizontal fish silk thread, until being respectively of the required size, column carries out the inspection of axial deviation after installing, otherwise can affect the installation of horizontal material;
(4) after bottom column installs, when installing last layer column, sleeve is installed between two columns and stays and meet 15mm, in order to flexible; Between two columns, gluing seals, it is prevented that rainwater is invaded;
C, crossbeam are installed
(1), after column installs, first corner brace is inserted into the two ends of crossbeam, is carried on a shoulder pole by crossbeam, be then fixed on column with bolt by crossbeam before installing by crossbeam; Position, hole on the Kong Weiyu column of corner brace adopts interference fits, the size in hole big 0.1～0.2 millimeter than screw diameter;
(2) between crossbeam and column, carry out heat treatment, whole crossbeam size should than lattice size short 4～4.5mm, 2mm antinoise shaping piece is installed at crossbeam two ends;
(3) crossbeam is in installation process, and the height at crossbeam two ends should control within the scope of ± 1mm, and the same face absolute altitude deviation is not more than 3mm;
D, rock wool are installed
The first region polishing of 150mm*150mm on backboard, is then bonded in nail on backboard, then by nail sealant sealing, finally fixes rock wool again on backboard;
E, glass briquetting are installed
(1) being unkitted before glass plate, be first fixed on crossbeam, column by glass briquetting, being generally tightened to pressing plate has assemblage gap, after glass plate is installed, left and right, adjusts up and down, adjusts and complete is tightened by bolt again;
(2) the secondary frame of the glass plate of hidden frame is fixed on aluminum alloy frame by briquetting, and the installation of briquetting should meet designing requirement, and briquetting is no less than 300mm, and is not more than 300mm from edges of boards 100mm arrangement pitch, connects fastening with bolt back-off;
F, glass plate are installed
(1) transport of glass tower crane is to after having the floor of operation platform, again through the position that manpower transport to each floor needs, carries out every block of glass when installing, transports to institute's installation site with manual sucker again by manpower;
(2) after briquetting is installed, carry out the installation of glass plate, glass plate is hung on crossbeam lightly and moves left and right, be pushed in briquetting, be adjusted according to vertical lattice wire, tight a bolt after adjusting;
(3) glass plate is installed according to plate numbering figure, must not be interchangeable by the plate that difference is numbered in work progress, the relation of outer plate in simultaneously noting, it is prevented that glass produces color variations after installing;
G, gluing filleting
Glass plate checks that whether whole plate face is smooth vertical and horizontal after installing, and clogs foam rods and carry out gluing after passed examination;
(1) fully clean gap between sheet material, should not have water, oil stain, dust and other impurities, should fully clean adhesive surface, be dried;
(2) thickness of gluing is the 1/2 of seam width, and gluing must be uniform, continuous, full, and frictioning must smooth, and joint does not stay concavo-convex, lines defect; Silicone construction sealant bonds on seam planted agent two opposite, does not answer three bondings;
(3) paper of taping is firmly closely knit, and corner and joint connect smooth and easy and be close to edges of boards;
Adhesive tape is not allow for dehiscing, coming off when pasting, not straight phenomenon;
(4), after gluing, in time adhesive tape should be cleaned out when glue is quick-drying, and the glue surface damaged when immediately treating because of tear tape;
(5) what the thickness of gluing should not be beaten is too thin or too thick, and colloid surface should be smooth, smooth, and cleaning glass is without dirt; Bind, edge sealing, back cover should firmly attractive in appearance, do not seep water, the water bound should be arranged inwards;
(6), after gluing, in time the glue polluting plate face is cleaned out.
2. the full concealed frame glass curtain wall construction method of exterior wall as claimed in claim 1, it is characterised in that described lattice is installed in controlling, axial deviation controls within the scope of ± 1mm, and between perpendicular material, lattice size Control is at ± 1mm.
3. the full concealed frame glass curtain wall construction method of exterior wall as claimed in claim 1, it is characterised in that described sleeve is vertically connected with intubating length and cannot be less than 200mm.
4. the full concealed frame glass curtain wall construction method of exterior wall as claimed in claim 1, it is characterised in that described glass plate in an installation, adjacent two cell board difference of height < 1mm, stitch width ± 1mm.
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| CN107503454A (en) * | 2017-08-14 | 2017-12-22 | 中建八局第三建设有限公司 | Super large width bend glass curtain wall mechanization installation method |
| CN109296120A (en) * | 2018-09-29 | 2019-02-01 | 重庆鲁能开发（集团）有限公司 | A kind of U-shaped glass curtain wall system and construction method of angular position seamless connection |
| CN112900710A (en) * | 2021-01-28 | 2021-06-04 | 龙强建工有限公司 | Curtain wall construction method |
| CN114232901A (en) * | 2021-12-31 | 2022-03-25 | 中铁五局集团有限公司 | Construction method of steel structure canopy roof curtain wall of traffic hub station platform |
| CN114233013A (en) * | 2022-01-06 | 2022-03-25 | 北京城建集团有限责任公司 | Glass canopy construction method |
| CN115434441A (en) * | 2022-08-31 | 2022-12-06 | 上海宝冶集团有限公司 | Construction method of 3d printed wall decoration composite material acoustic board |
| CN115434465A (en) * | 2022-10-14 | 2022-12-06 | 安徽新基建有限公司 | Glass curtain wall mounting construction method |
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Application publication date: 20160615 |