CN109537780A - A kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall - Google Patents
A kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall Download PDFInfo
- Publication number
- CN109537780A CN109537780A CN201811407601.9A CN201811407601A CN109537780A CN 109537780 A CN109537780 A CN 109537780A CN 201811407601 A CN201811407601 A CN 201811407601A CN 109537780 A CN109537780 A CN 109537780A
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- curtain wall
- aluminum veneer
- fashioned iron
- hanging
- main joist
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Classifications
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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
-
- 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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Finishing Walls (AREA)
Abstract
The present invention relates to a kind of construction methods of hanging tiltedly frame aluminum veneer sunshade curtain wall, specifically includes the following steps: S1, positioning sunshade curtain wall bottom absolute altitude；S2, building auxiliary suspension platform；S3, the slanting main joist of lifting and secondary joist；S4, fashioned iron cantilever beam are connect with exterior walls of buildings；S5, fashioned iron cantilever beam are connect with Curtain wall frame hanging buckle；S6, auxiliary suspension platform is removed；S7, mounting finished product aluminum veneer；It is simultaneously cleaned in S8, the position for adjusting aluminum veneer.Construction method very good solution overlength fashioned iron cantilever beam vacantly oblique frame curtain wall component connection, flatness, in terms of problem, can guarantee quality project, degree of safety is high.
Description
Technical field
The present invention relates to a kind of construction methods of hanging tiltedly frame aluminum veneer sunshade curtain wall, belong to the realm of building construction.
Background technique
Curtain wall is the exterior wall enclosure of building, and not load-bearing is hung up as curtain, therefore also known as " curtain wall ", it is modern
Large-scale and skyscraper commonly has the lightweight wall of decorative effect.Curtain wall is made of panel and support system, can
Opposite main structure has certain displacement ability or itself has certain deformability, do not undertake the building external that main structure is acted on
Protection structure or decorative structure.
However, people are higher and higher to the pursuit of curtain wall moulding, curtain wall and exterior walls of buildings with the development of modern architecture
Clear spacing is more than that 1000mm also becomes normalization, and at this moment, without fashioned iron column in curtain wall construction, curtain wall primary and secondary keel are all
Be it is angularly disposed, for curtain wall hanging buckle on the fashioned iron cantilever beam of several overlength being independently arranged, entire curtain wall is in vacant state,
This curtain wall construction difficulty is high, it is difficult to guarantee that construction quality meets design, code requirement.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall,
Very good solution overlength fashioned iron cantilever beam and hanging tiltedly frame curtain wall connect in component, flatness, in terms of the problem of,
Quality project, degree of safety are high.
Technical scheme is as follows:
A kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall, specifically includes the following steps:
S1, positioning sunshade curtain wall bottom absolute altitude: proposed sunshade curtain wall is hanging structure, determines sunshade curtain wall bottom absolute altitude, is determined simultaneously
Constitute the main joist of Curtain wall frame, the bottom position of secondary joist installation；
S2, building auxiliary suspension platform: using aluminum alloy square tube in sunshade curtain wall bottom elevation location structure vertical with exterior walls of buildings
A Horizontal load-bearing supporting surface is built, is the inside of Curtain wall frame on the outside of Horizontal load-bearing supporting surface, bottom side is the bottom of Curtain wall frame；
A vertical plane and proposed ante-venna wall inside parallel are built up using aluminum alloy square tube group and are bonded substantially；The vertical plane
It is fixed by fashioned iron and exterior walls of buildings；The Horizontal load-bearing supporting surface and vertical plane constitute auxiliary suspension platform；
S3, the slanting main joist of lifting and secondary joist: successively lift from bottom to up angularly disposed main joist and with the auxiliary
Suspension platform is fixed；The main joist two sides opposite with vertical plane mutually fit；The lower end of first row main joist and water
Flat load bearing support face is overlapped；Secondary joist angularly disposed and with main joist cross arrangement is successively lifted from bottom to up again, by secondary dragon
Bone is fixed with main joist, forms Curtain wall frame；
S4, fashioned iron cantilever beam are connect with exterior walls of buildings: fashioned iron cantilever beam is by one section of steel part, the two sections of steel Jing Guo specially treated
Part, three sections of steel parts and bracket combination form；One section of steel part one end welding switching steel plate, switching steel plate and external wall main structure
In built-in fitting welding, and then fashioned iron cantilever beam is fixedly connected with exterior walls of buildings；
S5, fashioned iron cantilever beam are connect with Curtain wall frame hanging buckle: by the one section of steel part, two sections of steel parts, three sections of steel parts of fashioned iron cantilever beam
It is in hingedly successively straight fashioned iron cantilever beam with bracket, the notch of bracket is bonded completely holds main joist and fixation, and then by type
Steel cantilever beam is fixedly connected with Curtain wall frame；
S6, auxiliary suspension platform is removed: the fixation of dismounting main joist and auxiliary suspension platform first, then remove auxiliary suspension platform
With the fixation of exterior walls of buildings, vertical plane and Horizontal load-bearing supporting surface are finally removed；
S7, mounting finished product aluminum veneer: the aluminum veneer of finished product is set in the diamond that main joist and secondary joist are constituted, makes aluminum veneer
Surfacing, and fixed it with Curtain wall frame with corner brace at the aluminum veneer back side；
It is simultaneously cleaned in S8, the position for adjusting aluminum veneer.
Wherein, vertical plane by upper and lower two cross bars parallel with exterior walls of buildings and several is parallel to each other in the step
Vertical bar constitute, cross bar is fixed on the inside of vertical bar, and all vertical bar lateral surfaces are kept in the same plane；The outside of the vertical bar
Face, which is fixed with, shelves cushion block (25) for temporarily placing the L-shaped of oblique main joist.
Wherein, one section of steel part, two sections of steel parts, three sections of steel parts and bracket are successively hingedly in straight fashioned iron in the step S4
Cantilever beam.
Wherein, the port of one section of steel part and switching steel plate welding carries out beating groove processing；The bracket is needed in master
After the completion of keel installation, lifted using construction hanging basket.
Wherein, the switching steel plate is the steel plate of the thick 12mm of Q345 material.
The invention has the following beneficial effects:
1, using aluminium alloy extrusions building auxiliary suspension platform in the present invention, which can ensure to be used for hanging buckle curtain
The external port of the overlength fashioned iron cantilever beam of wall frame primary and secondary skeletal frame is in always in the same vertical plane, guarantees the sunshade to be formed
The verticality and flatness of curtain wall.
2, temporarily shelving a little for oblique main joist is accurately arranged in the present invention in auxiliary suspension platform, ensure that oblique main dragon
Bone eliminates the bad hidden dangers such as sunshade curtain wall deformation, position when ensure that later period aluminum veneer pointing can in final position
Meet design requirement, it is ensured that constitute the smooth construction of the primary and secondary skeletal frame of Curtain wall frame.
3, sunshade curtain wall install convenient of the invention, speed of application is fast, and construction cost, whole component whole structures are effectively reduced
Part is in plant produced, and on-site consolidation is noiseless, and non-environmental-pollution is existing, green construction, good environmental protection.
Detailed description of the invention
Fig. 1 is construction process figure of the present invention；
Fig. 2 is the front view that suspension platform is assisted in the present invention；
Fig. 3 is external wall in the present invention, fashioned iron cantilever beam, the connection side view for assisting suspension platform and Curtain wall frame；
Fig. 4 is the connection schematic diagram of bracket and main joist in the present invention；
Fig. 5 is the connection schematic diagram of aluminum veneer and Curtain wall frame in the present invention；
Appended drawing reference indicates in figure are as follows:
1, Curtain wall frame；11, main joist；12, secondary joist；2, suspension platform is assisted；21, Horizontal load-bearing supporting surface；22, vertical flat
Face；23, cross bar；24, vertical bar；25, cushion block is shelved；3, exterior walls of buildings；4, fashioned iron cantilever beam；41, one section of steel part；42, two sections
Steel part；43, three sections of steel parts；44, bracket；45, notch；5, switching steel plate；6, aluminum veneer；7, corner brace.
Specific embodiment
It is next in the following with reference to the drawings and specific embodiments that the present invention will be described in detail.
A is that the top mark of proposed sunshade curtain wall is high in Fig. 2 of the present invention, and b is the bottom absolute altitude of proposed sunshade curtain wall.
Referring to Fig. 1 to Fig. 5, a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall, specifically includes the following steps:
S1, positioning sunshade curtain wall bottom absolute altitude: proposed sunshade curtain wall is hanging structure, determines sunshade curtain wall bottom absolute altitude, is determined simultaneously
Constitute the main joist 11 of Curtain wall frame 1, the bottom position that secondary joist 12 is installed；
S2, building auxiliary suspension platform 2: it hangs down using aluminum alloy square tube in sunshade curtain wall bottom elevation location and with exterior walls of buildings 3
A Horizontal load-bearing supporting surface 21 is directly constructed, is the inside of Curtain wall frame 1 on the outside of Horizontal load-bearing supporting surface 21, bottom side is curtain wall frame
The bottom of frame 1 performs main joist 11 and 12 installation site of secondary joist mark on Horizontal load-bearing supporting surface 21, facilitates progress accurate
Installation；A vertical plane 22 and proposed ante-venna wall inside parallel are built up using aluminum alloy square tube group and are bonded substantially；It is described
Vertical plane 22 is fixed by fashioned iron and exterior walls of buildings 3；The Horizontal load-bearing supporting surface 21 is constituted with vertical plane 22 to be assisted
Suspension platform 2；Auxiliary suspension platform 2 is needed to carry out inspection reinspection；
S3, the slanting main joist 11 of lifting and secondary joist 12: with level measurement, adjusting 11 installation site of main joist and absolute altitude,
To meet design requirement；Angularly disposed main joist 11 is successively lifted from bottom to up and is fixed with the auxiliary suspension platform 2；Institute
It states the two sides opposite with vertical plane 22 of main joist 11 mutually to fit, the lower end of first row main joist 11 and Horizontal load-bearing support
Face 21 is overlapped；Secondary joist 12 is installed according to the fixing piece (not shown) of indwelling on main joist 11, secondary joist 12 is still under
It is supreme successively to lift, secondary joist 12 it is same angularly disposed and with 11 cross arrangement of main joist, with screw by secondary joist 12 and main dragon
It is connected and fixed on bone 11, forms Curtain wall frame 1；
S4, fashioned iron cantilever beam 4 are connect with exterior walls of buildings 3: fashioned iron cantilever beam 4 by Jing Guo specially treated one section of steel part 41,
Two sections of steel parts, 42, three sections of steel parts 43 are composed with bracket 44；One section of 41 one end of steel part welding switching steel plate 5, switching steel plate 5 with
Built-in fitting welding in the main structure of exterior walls of buildings 3, and then fashioned iron cantilever beam 4 is fixedly connected with exterior walls of buildings 3；
S5, fashioned iron cantilever beam 4 are connect with 1 hanging buckle of Curtain wall frame: Curtain wall frame 1 is installed and fashioned iron cantilever beam 4 and building
After exterior wall 3 is fixedly connected, 41, two sections of one section of steel part, 42, three sections of the steel part steel part 43 of fashioned iron cantilever beam 4 is successively cut with scissors with bracket 44
It connects in straight fashioned iron cantilever beam 4, main joist 11 and fixed is held in the fitting completely of the notch 45 of bracket 44, and then by fashioned iron cantilever
Beam 4 is fixedly connected with Curtain wall frame 1；
S6, remove auxiliary suspension platform 2: the bracket 44 to fashioned iron cantilever beam 4 is all installed with Curtain wall frame 1 and checks multiple
After core meets the requirements, auxiliary suspension platform 2 is removed；It removes main joist 11 first and assists the fixation of suspension platform 2, then remove auxiliary
Vertical plane 22 and Horizontal load-bearing supporting surface 21 are finally removed in the fixation of suspending body panel 2 and exterior walls of buildings 3；
S7, mounting finished product aluminum veneer 6: the aluminum veneer 6 of finished product is set in the diamond that main joist 11 and secondary joist 12 are constituted, is made
6 surfacing of aluminum veneer, and it is with corner brace 7 that it is fixed with Curtain wall frame 1 at 6 back side of aluminum veneer；
It is simultaneously cleaned in S8, the position for adjusting aluminum veneer 6.
Preferably, if in the step S2 vertical plane 22 by upper and lower two cross bars 23 parallel with exterior walls of buildings 3 and
The dry vertical bar 24 being parallel to each other is constituted, and cross bar 23 is fixed on 24 inside of vertical bar, and all 24 lateral surfaces of vertical bar are maintained at same flat
In face, the distance between vertical bar 24 is determined according to drawing；The lateral surface of the vertical bar 24 is fixed with oblique for temporarily placing
L-shaped to main joist 11 shelves cushion block 25.
Preferably, the step S4 Shaped Steel cantilever beam 4 is by one section of steel part, 41, two sections of steel parts Jing Guo specially treated
42, three sections of steel parts 43 are composed with bracket 44；One section of steel part 41 and switching steel plate 5 weld, one section of steel part, 41, two sections of steel parts
42, three sections of steel parts 43 and bracket 44 are successively hingedly in straight fashioned iron cantilever beam 4, one section of steel part 41, two sections of steel parts 42, three Duan Gang
Part 43 and bracket 44 will be attached with the axis cross hairs of steel part, guarantee that horizontal, the vertical and left and right between each section of steel part is equal
Meet Design Requirement Drawing, is tightened when steel part connects by connecting bolt.
Preferably, the port that one section of steel part 41 and switching steel plate 5 weld carries out beating groove processing；The bracket 44 needs
It to be lifted after main joist 11 is installed using construction hanging basket.
Preferably, the switching steel plate 5 is the steel plate of the thick 12mm of Q345 material.
Material used in proposed sunshade curtain wall, finished product and semi-finished product components are produced in factory process in the present invention,
On-site assembly, splicing.
The above embodiment is a preferred embodiment of the present invention, but embodiments of the present invention are not by above-described embodiment
Limitation, other any changes, modifications, substitutions, combinations, simplifications made without departing from the spirit and principles of the present invention,
It should be equivalent substitute mode, be included in protection scope of the present invention.
Claims (5)
1. a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall, which is characterized in that specifically includes the following steps:
S1, positioning sunshade curtain wall bottom absolute altitude: proposed sunshade curtain wall is hanging structure, determines sunshade curtain wall bottom absolute altitude, is determined simultaneously
Constitute the main joist (11) of Curtain wall frame (1), the bottom position of secondary joist (12) installation；
S2, building auxiliary suspension platform (2): using aluminum alloy square tube in sunshade curtain wall bottom elevation location and exterior walls of buildings (3)
Vertically one Horizontal load-bearing supporting surface (21) of building, Horizontal load-bearing supporting surface (21) outside are the inside of Curtain wall frame (1), bottom side
For the bottom of Curtain wall frame (1)；Building up a vertical plane (22) and proposed ante-venna using aluminum alloy square tube group, side is flat within the walls
Row and basic fitting；The vertical plane (22) is fixed by fashioned iron and exterior walls of buildings (3)；The Horizontal load-bearing supporting surface
(21) auxiliary suspension platform (2) is constituted with vertical plane (22)；
S3, the slanting main joist (11) of lifting and secondary joist (12): angularly disposed main joist (11) are successively lifted from bottom to up
And it is fixed with the auxiliary suspension platform (2)；The main joist (11) two sides opposite with vertical plane (22) mutually fit,
The lower end of first row main joist (11) is overlapped with Horizontal load-bearing supporting surface (21)；Successively lift from bottom to up again it is angularly disposed and with
The secondary joist (12) of main joist (11) cross arrangement, secondary joist (12) and main joist (11) are fixed, it is formed Curtain wall frame (1)；
S4, fashioned iron cantilever beam (4) are connect with exterior walls of buildings (3): fashioned iron cantilever beam (4) is by the Duan Gang Jing Guo specially treated
Part (41), two sections of steel parts (42), three sections of steel parts (43) are composed with bracket (44)；One section of steel part (41) one end welding switching steel
Plate (5), switching steel plate (5) and external wall (3) main structure in built-in fitting weld, and then by fashioned iron cantilever beam (4) with build
Beyond the region of objective existence wall (3) is built to be fixedly connected；
S5, fashioned iron cantilever beam (4) are connect with Curtain wall frame (1) hanging buckle: by one section of steel part (41) of fashioned iron cantilever beam (4), two sections
Steel part (42), three sections of steel parts (43) and bracket (44) are successively hingedly in straight fashioned iron cantilever beam (4), the notch of bracket (44)
(45) fitting is held main joist (11) and is fixed completely, and then fashioned iron cantilever beam (4) is fixedly connected with Curtain wall frame (1)；
S6, auxiliary suspension platform (2) is removed: the fixation of dismounting main joist (11) and auxiliary suspension platform (2) first, then remove auxiliary
Vertical plane (22) and Horizontal load-bearing supporting surface (21) are finally removed in the fixation of suspending body panel (2) and exterior walls of buildings (3)；
S7, mounting finished product aluminum veneer (6): by the water chestnut that the aluminum veneer (6) of finished product is set with main joist (11) and secondary joist (12) is constituted
In shape frame, make aluminum veneer (6) surfacing, and with corner brace (7) that it is fixed with Curtain wall frame (1) at aluminum veneer (6) back side；
It is simultaneously cleaned in S8, the position for adjusting aluminum veneer (6).
2. a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall as described in claim 1, it is characterised in that: the step
Suddenly in (2) vertical plane (22) by upper and lower two cross bars (23) parallel with exterior walls of buildings (3) and it is several be parallel to each other it is perpendicular
Bar (24) is constituted, and cross bar (23) is fixed on the inside of vertical bar (24), and all vertical bar (24) lateral surfaces are kept in the same plane；Institute
The lateral surface for stating vertical bar (24), which is fixed with, shelves cushion block (25) for temporarily placing the L-shaped of oblique main joist (11).
3. a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall as claimed in claim 2, it is characterised in that: the step
One section of steel part (41), two sections of steel parts (42), three sections of steel parts (43) and bracket (44) are successively hingedly hanged in straight fashioned iron in rapid S4
Arm beam (4).
4. a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall as claimed in claim 3, it is characterised in that: described one
The port of section steel part (41) and switching steel plate (5) welding carries out beating groove processing；The bracket (44) needs in main joist (11)
After being installed, lifted using construction hanging basket.
5. a kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall as claimed in claim 4, it is characterised in that: described turn
Connect the steel plate for the thick 12mm that steel plate (5) are Q345 material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811407601.9A CN109537780A (en) | 2018-11-23 | 2018-11-23 | A kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811407601.9A CN109537780A (en) | 2018-11-23 | 2018-11-23 | A kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall |
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| Publication Number | Publication Date |
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| CN109537780A true CN109537780A (en) | 2019-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811407601.9A Pending CN109537780A (en) | 2018-11-23 | 2018-11-23 | A kind of construction method of hanging tiltedly frame aluminum veneer sunshade curtain wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331802A (en) * | 2019-06-20 | 2019-10-15 | 成张佳宁 | A kind of construction method of polymorphic structure aluminium veneer curtain wall |
| CN113756494A (en) * | 2021-10-18 | 2021-12-07 | 新城控股集团企业管理有限公司 | Cellular perforated aluminum plate glass curtain wall and construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1102191C (en) * | 1998-01-30 | 2003-02-26 | 维尔纳·索贝克工程有限公司 | Light-transmiting building construction element |
| CN103628689A (en) * | 2013-06-09 | 2014-03-12 | 南通新华建筑集团有限公司 | New construction method for suspension type section curtain wall |
| WO2016033770A1 (en) * | 2014-09-04 | 2016-03-10 | 冯新林 | Method for construction of suspended rhombic aluminum veneer shading curtain wall for exhibition hall |
-
2018
- 2018-11-23 CN CN201811407601.9A patent/CN109537780A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1102191C (en) * | 1998-01-30 | 2003-02-26 | 维尔纳·索贝克工程有限公司 | Light-transmiting building construction element |
| CN103628689A (en) * | 2013-06-09 | 2014-03-12 | 南通新华建筑集团有限公司 | New construction method for suspension type section curtain wall |
| WO2016033770A1 (en) * | 2014-09-04 | 2016-03-10 | 冯新林 | Method for construction of suspended rhombic aluminum veneer shading curtain wall for exhibition hall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331802A (en) * | 2019-06-20 | 2019-10-15 | 成张佳宁 | A kind of construction method of polymorphic structure aluminium veneer curtain wall |
| CN113756494A (en) * | 2021-10-18 | 2021-12-07 | 新城控股集团企业管理有限公司 | Cellular perforated aluminum plate glass curtain wall and construction method |
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Application publication date: 20190329 |