CN114108908A - Construction process of large-scale special-shaped strength plate curtain wall - Google Patents
Construction process of large-scale special-shaped strength plate curtain wall Download PDFInfo
- Publication number
- CN114108908A CN114108908A CN202111391748.5A CN202111391748A CN114108908A CN 114108908 A CN114108908 A CN 114108908A CN 202111391748 A CN202111391748 A CN 202111391748A CN 114108908 A CN114108908 A CN 114108908A
- Authority
- CN
- China
- Prior art keywords
- plate
- keel
- curtain wall
- lofting
- endurance
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 238000003466 welding Methods 0.000 claims abstract description 20
- 239000003292 glue Substances 0.000 claims abstract description 15
- 238000005507 spraying Methods 0.000 claims abstract description 15
- 238000005498 polishing Methods 0.000 claims abstract description 13
- 230000001681 protective effect Effects 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 claims description 34
- 229910000838 Al alloy Inorganic materials 0.000 claims description 18
- 239000003973 paint Substances 0.000 claims description 11
- 238000003825 pressing Methods 0.000 claims description 9
- 230000000694 effects Effects 0.000 claims description 8
- 238000006073 displacement reaction Methods 0.000 claims description 5
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 206010066054 Dysmorphism Diseases 0.000 claims 1
- 238000000465 moulding Methods 0.000 claims 1
- 238000005034 decoration Methods 0.000 description 7
- 238000005259 measurement Methods 0.000 description 4
- 230000004224 protection Effects 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000006750 UV protection Effects 0.000 description 1
- 238000000149 argon plasma sintering Methods 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229920000515 polycarbonate Polymers 0.000 description 1
- 239000004417 polycarbonate Substances 0.000 description 1
- 230000037452 priming Effects 0.000 description 1
- 239000005341 toughened glass Substances 0.000 description 1
- 238000002834 transmittance Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/965—Connections of mullions and transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/165—Implements for finishing work on buildings for finishing joints, e.g. implements for raking or filling joints, jointers
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to a construction process of a large-scale special-shaped strength plate curtain wall, which relates to the technical field of curtain wall construction and comprises the following steps of S1, measuring a construction site; step S2, performing three-dimensional lofting on the specially-shaped steel structure primary and secondary keels through a total station; step S3, mounting the steel structure main keel after lofting, and mounting the steel structure secondary keel; step S4, welding and polishing the joints of the keels, and after polishing is completed, performing overall spraying treatment on the primary and secondary keels of the steel structure; step S5, obtaining the cell size of the endurance plate in the three-dimensional lofting, comparing the cell size with the actually measured size of a construction site to determine the final cell size of the endurance plate, and installing the endurance plate; and step S6, after the endurance plate is installed, installing the decorative buckle cover, removing the protective film on the surface of the endurance plate, and injecting glue into the connecting seam to reinforce the endurance plate. The invention effectively improves the construction efficiency of the strength plate in the curtain wall construction.
Description
Technical Field
The invention relates to the technical field of curtain wall construction, in particular to a construction process of a large-scale special-shaped strength plate curtain wall.
Background
The curtain wall is the outer wall enclosure of the building, does not bear the weight, hangs like a curtain, so is also called as a curtain wall, and is a light wall with decorative effect commonly used by modern large-scale and high-rise buildings. The building outer protective structure or decorative structure consists of a panel and a support structure system, can have certain displacement capacity or certain deformation capacity relative to the main structure, and does not bear the function of the main structure.
The endurance plate is a polycarbonate light diffusion plate, and the plate has the characteristics that: light scattering effect, no backlight source is seen; the color-changing effect can be achieved by combining the LED light source; the light transmittance is extremely high and can reach more than 80 percent; the surface UV coating has strong weather resistance and ultraviolet resistance; the impact strength is 30 times higher than that of toughened glass; the fireproof performance is good, and the highest fireproof performance can reach 1.5mmUL/V0 level; the weight is light, and is half of that of glass with the same thickness; easy operation and installation, etc. Because the endurance plate is mostly used for car sheds, rain sheds and other parts, the existing endurance plate is not widely applied to curtain wall construction, and the construction efficiency is low.
Disclosure of Invention
Therefore, the invention provides a construction process of a large-scale special-shaped strength plate curtain wall, which is used for solving the problem of low construction efficiency caused by the fact that the installation process of a strength plate in construction cannot be accurately controlled in the prior art.
In order to achieve the purpose, the invention provides a construction process of a large-scale special-shaped strength plate curtain wall, which comprises the following steps,
step S1, measuring a construction site;
step S2, performing three-dimensional lofting on the specially-shaped steel structure primary and secondary keels through a total station;
step S3, mounting the steel structure main keel after lofting, and mounting the steel structure secondary keel;
step S4, after the installation of each keel is finished, welding and polishing the joints of the keels smoothly, and after polishing is finished, performing overall spraying treatment on the primary and secondary keels of the steel structure;
step S5, obtaining the cell size of the endurance plate in the three-dimensional lofting, comparing the cell size with the actually measured size of a construction site to determine the final cell size of the endurance plate, and installing the endurance plate;
and step S6, after the endurance plate is installed, installing the decorative buckle cover, removing the protective film on the surface of the endurance plate, and injecting glue into the connecting seam to reinforce the endurance plate.
Further, in step S2, when the total station performs three-dimensional lofting on the steel structure primary and secondary keels, lofting is performed at multiple angles, the primary keel lofting is performed first, the secondary keel lofting is performed after the installation position of the primary keel is determined, and the installation position of the secondary keel is determined.
Further, in step S3, after the installation of the steel structure main keel with the special-shaped configuration is completed, three-dimensional lofting is performed again through the total station, and the error of the steel structure of the main keel is corrected through the connecting piece by using the secondary keel according to the lofted data, so that each unit block can achieve a predetermined three-dimensional effect.
Further, when the secondary joist is installed, the cross beam of the secondary joist is connected through welding, and the stand columns of the secondary joist are connected through bolting, so that the integral structure can be guaranteed to deform in a plane displacement mode.
Further, in the step S4, when the joints of the keels are welded, the leg size of the fillet weld is greater than 1.2 times of that of the thinner weldment, and the periphery of the section steel is fully welded; when the spraying treatment is carried out, the primer is additionally sprayed after the welding of the on-site welding part is finished, the finish paint is sprayed after the primer is completely dried, and the thickness of a paint film of the finish paint is more than 45 mu m.
Further, in the step S5, when the stress plate is installed, the aluminum alloy base is insulated and isolated from the keels by using rubber pads, the stress plate is installed in a manner of clamping the aluminum alloy base, and the firmness of the stress plate is enhanced by using the aluminum alloy pressing plate.
Further, in step S6, when the decorative cover is mounted, the decorative cover is completely fastened into the fastening groove of the aluminum alloy pressing plate.
Further, when glue is injected to the connecting joint, the periphery of the decorative buckle cover and the periphery of the endurance plate are cleaned by alcohol, weather-resistant structural glue is injected into the connecting joint after the cleaning is finished, and the weather-resistant structural glue is controlled to be full and the outer surface of the connecting joint is smooth and straight.
Compared with the prior art, the method has the advantages that the method firstly carries out field measurement before construction, field parameters can be obtained through measurement, construction calculation is convenient, three-dimensional lofting is carried out through a total station, the mounting position of each keel is determined through lofting, the mounting accuracy of the keel is ensured, errors are reduced, when the steel structure keel is mounted, the main keel is mounted firstly, then the secondary keel is mounted, the mounting sequence is that the mounting of the main keel can be corrected through the mounting process of the secondary keel, the mounting efficiency of the keel is improved, the mounting accuracy is ensured, the construction efficiency is improved, after the mounting of each keel is finished, the joint of the keels is welded and polished smoothly, the spraying effect is better through polishing the smooth joints, if the mounting is not polished smoothly, the spraying is not uniform, and the stability of the structure is influenced, consequently polish earlier and carry out the spraying again, further improved the efficiency of construction, after the spraying, rectify through the box size to the endurance plate, further guaranteed the degree of accuracy of installation endurance plate, thereby improve the stability of structure, thereby further improve the efficiency of construction, when the installation endurance plate, adopt aluminum alloy base card to go into the mode installation endurance plate, improved installation effectiveness and installation stability through the snap-in installation, when decorating the buckle closure installation, through buckling the decoration buckle closure completely in the draw-in groove of aluminum alloy pressing plate, can effectively avoid the kneck problem of high-low wrong platform to improve decoration buckle closure installation effectiveness, further improved the efficiency of construction.
Drawings
Fig. 1 is a schematic flow chart of a construction process of the large-sized special-shaped profiled force-bearing plate curtain wall in the embodiment.
Detailed Description
In order that the objects and advantages of the invention will be more clearly understood, the invention is further described below with reference to examples; it should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Preferred embodiments of the present invention are described below with reference to the accompanying drawings. It should be understood by those skilled in the art that these embodiments are only for explaining the technical principle of the present invention, and do not limit the scope of the present invention.
It should be noted that, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as being fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Referring to fig. 1, the construction process of the large-scale special-shaped stress-bearing plate curtain wall of the embodiment includes,
step S1, measuring a construction site;
step S2, performing three-dimensional lofting on the specially-shaped steel structure primary and secondary keels through a total station;
step S3, mounting the steel structure main keel after lofting, and mounting the steel structure secondary keel;
step S4, after the installation of each keel is finished, welding and polishing the joints of the keels smoothly, and after polishing is finished, performing overall spraying treatment on the primary and secondary keels of the steel structure;
step S5, obtaining the cell size of the endurance plate in the three-dimensional lofting, comparing the cell size with the actually measured size of a construction site to determine the final cell size of the endurance plate, and installing the endurance plate;
and step S6, after the endurance plate is installed, installing the decorative buckle cover, removing the protective film on the surface of the endurance plate, and injecting glue into the connecting seam to reinforce the endurance plate.
Particularly, this embodiment special-shaped figurative main joist shape comprises a plurality of irregular triangles, and the adjacent triangle-shaped of main joist is in different planes, and the secondary joist shape is then divide the irregular triangle-shaped of main joist into a plurality of trapezoids and triangle-shaped, and this embodiment is at first measured the job site, carries out three-dimensional lofting again, is passing through the total powerstation is right when steel construction main secondary joist carries out three-dimensional lofting, adopts the multi-angle to carry out the lofting, carries out the main joist lofting earlier, confirms behind the main joist mounted position, carries out the secondary joist lofting again to confirm the secondary joist mounted position, in order to make things convenient for the installation of main secondary joist. It can be understood that, this embodiment does not specifically limit the overall shape of the special-shaped model, and can adjust the overall shape according to the actual construction requirements, but it should be noted that the main runners are all triangular in shape to ensure the stability of the main runners.
Specifically, in step S3 of this embodiment, after the installation of the steel-structure main keel with the special-shaped configuration is completed, the total station is used to perform three-dimensional lofting again, and the secondary keel is used to correct the error of the steel structure of the main keel through the connecting member according to the lofted data, so that each unit block can achieve a predetermined three-dimensional effect. And, when the secondary joist is installed, the cross beam of the secondary joist is connected by welding, and the stand column of the secondary joist is connected by bolting, so that the plane displacement deformation of the whole structure can be ensured, and meanwhile, the error of the steel structure of the main joist can be corrected conveniently.
Specifically, when the main keel installation position is corrected, firstly, the error position is determined according to the obtained lofting data, then the error position is corrected one by one, when a plurality of error positions exist, each error position is numbered according to the sequence from high to low, such as 1, 2. It can be understood that, the crossbeam of secondary joist in this embodiment passes through welded connection, and the welding still can be replaced to other connected modes, only need satisfy fixed connection demand can to the relative position through the fixed secondary joist of crossbeam, simultaneously, the stand of secondary joist in this embodiment passes through the bolt connection, the bolt connection still can be replaced to other connected modes, only need satisfy the swing joint demand can, in order to guarantee that the stand of secondary joist realizes the flexonics, thereby guarantees that overall structure can carry out the plane displacement and warp.
Specifically, in step S4 of this embodiment, when the joint of each keel is welded, the fillet size of the fillet weld is greater than 1.2 times of that of the thinner weldment, the periphery of the section of the profile steel is fully welded, the surface coating of each keel completely covers the surface of the steel, the primer of each keel is completed in the processing plant, the primer is additionally sprayed after the welding of the spot welding is completed, the finish paint is sprayed after the primer is completely dried, and the thickness of the paint film of the control paint is greater than 45 μm, so as to meet the predetermined functional requirements.
Particularly, this embodiment is to each when the junction of fossil fragments welds, through control leg size, can effectively guarantee that welding strength satisfies the demand to improve overall structure's stability, and through all carrying out full welding to the shaped steel section periphery, further guarantee to have improved welding strength, and through carrying out the priming paint at the welding department and mend the spouting, effectively guaranteed that the welding position is not by the oxidation, thereby improve life, and through accurate control finish paint spraying thickness, further improved the stability of spraying back structure. It can be understood that this embodiment does not do specific limit to spray coating material, need to combine the construction specification to set up the spray coating material kind, should satisfy protection demands such as waterproof, prevent high temperature at least, and this embodiment does not do specific restriction to the degree of polishing, but need notice that it is enough smooth to guarantee the face of polishing when polishing to avoid causing the influence to the spraying process, still should avoid excessively polishing simultaneously, receives the influence with welding strength to prevent.
Particularly, in this embodiment in step S5, when installing during the endurance plate, use the rubber pad with aluminum alloy base and each fossil fragments are insulating to be kept apart, adopt aluminum alloy base card income mode installation endurance plate, strengthen the fastness of endurance plate through aluminum alloy pressing plate during the installation of endurance plate, this embodiment when setting up the interval of aluminum alloy pressing plate, guarantee that the interval more than or equal to 350mm of aluminum alloy pressing plate, and the overlap joint degree of depth satisfies the standard requirement.
Particularly, this embodiment is before carrying out the endurance plate installation, earlier the box size through with the endurance plate in the three-dimensional lofting compares with the actual measurement size, with adjustment endurance plate size, prevent because the structure unstability that the endurance plate size is inconsistent and leads to, when carrying out the endurance plate installation, this embodiment adopts aluminum alloy base card income mode installation endurance plate, installation effectiveness and installation stability have been improved through the installation of card income formula, simultaneously through the interval of controlling the aluminum alloy clamp plate, the fastness of installation endurance plate has further been improved. It can be understood that, this embodiment is when carrying out endurance plate size check, and accessible laying-out size is adjusted actual measurement size to guarantee that the size is unified, thereby when the accurate control installation the size of endurance plate, in order to guarantee the stability of installation back structure, this embodiment the stability of installation back structure is all guaranteed to the stability that the endurance plate still can adopt other modes to install, nevertheless all needs to guarantee the installation.
Specifically, in this embodiment in step S6, when the decoration buckle closure is installed, the decoration buckle closure is completely buckled into the clamping groove of the aluminum alloy pressing plate to avoid the problem of dislocation at the interface, when glue is injected into the connecting seam, the periphery of the decoration buckle closure and the strength plate is cleaned with alcohol, after the cleaning, weather-resistant structural glue is injected into the connecting seam, and the weather-resistant structural glue is controlled to be full and the outer surface is smooth and straight.
It can be understood that, this embodiment need clear away the protection film on endurance plate surface before carrying out the injecting glue to the joint line, avoids the influence to the bonding effect, washs endurance plate and decoration buckle closure simultaneously, and the washing liquid includes but not limited to alcohol, through wasing in order to guarantee that colloid and endurance plate and decoration buckle closure surface fully bond to further improve the structural stability of endurance plate.
So far, the technical solutions of the present invention have been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of the present invention is obviously not limited to these specific embodiments. Equivalent changes or substitutions of related technical features can be made by those skilled in the art without departing from the principle of the invention, and the technical scheme after the changes or substitutions can fall into the protection scope of the invention.
Claims (8)
1. The utility model provides a large-scale dysmorphism molding endurance plate curtain construction process which characterized in that includes:
step S1, measuring a construction site;
step S2, performing three-dimensional lofting on the specially-shaped steel structure primary and secondary keels through a total station;
step S3, mounting the steel structure main keel after lofting, and mounting the steel structure secondary keel;
step S4, after the installation of each keel is finished, welding and polishing the joints of the keels smoothly, and after polishing is finished, performing overall spraying treatment on the primary and secondary keels of the steel structure;
step S5, obtaining the cell size of the endurance plate in the three-dimensional lofting, comparing the cell size with the actually measured size of a construction site to determine the final cell size of the endurance plate, and installing the endurance plate;
and step S6, after the endurance plate is installed, installing the decorative buckle cover, removing the protective film on the surface of the endurance plate, and injecting glue into the connecting seam to reinforce the endurance plate.
2. The construction process of the large profiled strength plate curtain wall as claimed in claim 1, wherein in step S2, when the total station performs three-dimensional lofting on the primary and secondary steel structure keels, lofting is performed at multiple angles, the primary keel lofting is performed first, the secondary keel lofting is performed after the installation position of the primary keel is determined, and the installation position of the secondary keel is determined.
3. The construction process of the large profiled strength plate curtain wall as claimed in claim 1, wherein in step S3, after the installation of the profiled steel structural main joist is completed, the total station is used to perform three-dimensional lofting again, and the secondary joist is used to correct the error of the steel structure of the main joist through the connecting member according to lofted data, so that each unit block can achieve a predetermined three-dimensional effect.
4. The construction process of the large-scale special-shaped stress-resistant plate curtain wall as claimed in claim 3, wherein when the secondary joist is installed, the cross beams of the secondary joist are connected by welding, and the upright columns of the secondary joist are connected by bolting, so as to ensure that the whole structure can be subjected to plane displacement deformation.
5. The construction process of the large-scale special-shaped stress-resistant plate curtain wall according to claim 1, wherein in the step S4, when the joints of the keels are welded, the leg size of the fillet weld is 1.2 times larger than that of the thinner weldment, and the periphery of the section steel is fully welded; when the spraying treatment is carried out, the primer is additionally sprayed after the welding of the on-site welding part is finished, the finish paint is sprayed after the primer is completely dried, and the thickness of a paint film of the finish paint is more than 45 mu m.
6. The construction process of the large-scale special-shaped stress plate curtain wall according to claim 1, wherein in the step S5, when the stress plate is installed, a rubber pad is used for insulating and isolating the aluminum alloy base from each keel, the stress plate is installed in a clamping mode of the aluminum alloy base, and the firmness of the stress plate is enhanced through an aluminum alloy pressing plate.
7. The construction process of the large-scale special-shaped stress-bearing plate curtain wall according to claim 1, wherein in the step S6, when the decorative buckle cover is installed, the decorative buckle cover is completely buckled into the clamping groove of the aluminum alloy pressing plate.
8. The construction process of the large-scale special-shaped stress-bearing plate curtain wall according to claim 7, wherein when glue is injected into the connecting seams, the decorative buckle covers and the peripheries of the stress-bearing plates are cleaned by alcohol, weather-resistant structural glue is injected into the connecting seams after the cleaning is finished, and the weather-resistant structural glue is controlled to be full and the outer surfaces of the weather-resistant structural glue are smooth and straight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111391748.5A CN114108908A (en) | 2021-11-19 | 2021-11-19 | Construction process of large-scale special-shaped strength plate curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111391748.5A CN114108908A (en) | 2021-11-19 | 2021-11-19 | Construction process of large-scale special-shaped strength plate curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114108908A true CN114108908A (en) | 2022-03-01 |
Family
ID=80440040
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111391748.5A Pending CN114108908A (en) | 2021-11-19 | 2021-11-19 | Construction process of large-scale special-shaped strength plate curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114108908A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004167792A (en) * | 2002-11-19 | 2004-06-17 | Koyo Sangyo Co Ltd | Manufacturing method for laminated sheet and laminated sheet manufactured thereby |
| CN101476371A (en) * | 2009-01-20 | 2009-07-08 | 广东金刚幕墙工程有限公司 | Lighting roof curtain wall system with concealed frame type polycarbonate plate |
| CN103321434A (en) * | 2013-06-03 | 2013-09-25 | 深圳海外装饰工程有限公司 | Arc surface unit type curtain wall construction method and structure |
| CN206090974U (en) * | 2016-08-29 | 2017-04-12 | 天津市圣方幕墙装饰工程有限公司 | Energy -saving curtain wall |
| CN109577527A (en) * | 2019-01-25 | 2019-04-05 | 宁波建工建乐工程有限公司 | A kind of composite construction of Pierced Aluminum Plank and polycarbonate plate |
-
2021
- 2021-11-19 CN CN202111391748.5A patent/CN114108908A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004167792A (en) * | 2002-11-19 | 2004-06-17 | Koyo Sangyo Co Ltd | Manufacturing method for laminated sheet and laminated sheet manufactured thereby |
| CN101476371A (en) * | 2009-01-20 | 2009-07-08 | 广东金刚幕墙工程有限公司 | Lighting roof curtain wall system with concealed frame type polycarbonate plate |
| CN103321434A (en) * | 2013-06-03 | 2013-09-25 | 深圳海外装饰工程有限公司 | Arc surface unit type curtain wall construction method and structure |
| CN206090974U (en) * | 2016-08-29 | 2017-04-12 | 天津市圣方幕墙装饰工程有限公司 | Energy -saving curtain wall |
| CN109577527A (en) * | 2019-01-25 | 2019-04-05 | 宁波建工建乐工程有限公司 | A kind of composite construction of Pierced Aluminum Plank and polycarbonate plate |
Non-Patent Citations (1)
| Title |
|---|
| 《新钢结构设计手册》编委会: "《建筑门窗幕墙创新与发展》", 中国建材工业出版社, pages: 118 - 119 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107882220A (en) | A kind of construction method of L-shaped biplane hyperbolic aluminum facade | |
| CN103711258B (en) | Fastener plug-in type Curved surface metal roofing and construction method thereof | |
| CN110158826B (en) | Construction method of large-span special-shaped steel keel glass curtain wall | |
| CN102535844A (en) | Construction method for spherical curved surface stainless steel curtain wall | |
| CN103806577A (en) | Installation method for super-large-area unit type slabstone curtain wall | |
| CN111287456A (en) | Construction method of large-space wave-shaped GRG ceiling | |
| CN110306704B (en) | Hollow aluminum plate and glass composite curtain wall structure and mounting method thereof | |
| CN113914517B (en) | Stone curtain wall system and construction method thereof | |
| CN114108908A (en) | Construction process of large-scale special-shaped strength plate curtain wall | |
| CN116988604A (en) | Construction method of open hyperboloid overlapping metal curtain wall mounting structure | |
| CN113684955A (en) | Construction design method of double-curved-surface curtain wall | |
| CN114922438A (en) | Construction method of assembled back bolt slotted stone curtain wall | |
| CN214995428U (en) | Honeycomb aluminium composite stone material mounting structure of assembled | |
| CN114776034A (en) | Glass curtain wall mounting construction process | |
| CN206916638U (en) | A kind of closed tunnel structure sound barrier | |
| CN114934673A (en) | Construction method of glass curtain wall of wood structure system | |
| CN211369194U (en) | Latent frame curtain attaches frame structure | |
| CN203846721U (en) | Novel flexible dry-hanging and supporting system | |
| CN106545690A (en) | Prefabricated group of nuclear power station pipeline to and assemble method and system | |
| CN112538905A (en) | Fireproof and decorative integrated device and technology applied to H-shaped steel component | |
| CN201648974U (en) | Diaphragm plate jig frame for manufacturing integral diaphragm plate of steel box girder | |
| CN221276957U (en) | Steel skeleton plate of special-shaped curtain wall and combined structure thereof | |
| CN216840018U (en) | Decorative board wall | |
| CN219604961U (en) | Novel subway access & exit | |
| CN219638190U (en) | Building engineering external decoration curtain wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20220301 |
|
| WD01 | Invention patent application deemed withdrawn after publication |