CN218374615U - Unitized structure for curtain wall ribbon - Google Patents
Unitized structure for curtain wall ribbon Download PDFInfo
- Publication number
- CN218374615U CN218374615U CN202222386570.1U CN202222386570U CN218374615U CN 218374615 U CN218374615 U CN 218374615U CN 202222386570 U CN202222386570 U CN 202222386570U CN 218374615 U CN218374615 U CN 218374615U
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- China
- Prior art keywords
- curtain wall
- ribbon
- concrete floor
- streamer
- bearing
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- 238000010276 construction Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 57
- 239000010959 steel Substances 0.000 claims description 57
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 15
- 229910052782 aluminium Inorganic materials 0.000 claims description 15
- 239000011490 mineral wool Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 abstract description 12
- 238000003908 quality control method Methods 0.000 abstract description 4
- 238000003754 machining Methods 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model belongs to the field of curtain wall installation of super high-rise buildings, in particular to a unitized structure for a curtain wall ribbon; the curtain wall streamer unit structure comprises a plurality of curtain wall streamer units and a plurality of bearing supports, wherein the bearing supports are fixed on a concrete floor layer by layer, the curtain wall streamer units are connected with the bearing supports on the same layer, the bottom ends of the upper curtain wall streamer units are connected with the top ends of the lower curtain wall streamer units, and the curtain wall streamer units are sequentially connected in series to form an array; the curtain wall streamer is divided to realize unitization aiming at the problems existing in the curtain wall streamer, the factory machining precision is high, the quality control is strict, the installation progress is fast, only assembly is needed on site, and the construction difficulty of the super high-rise building is reduced.
Description
Technical Field
The utility model belongs to super high-rise building curtain installation field, concretely relates to unitized structure for curtain wall ribbon.
Background
The curtain wall ribbon structure is mainly attached to glass in order to meet the modeling of the whole curtain wall, and in an aluminum plate curtain wall system, particularly the aluminum plate curtain wall in the ribbon form can be visually highlighted to have the layering sense and the grain sense which are liked by designers. However, in the construction aspect of ribbon modeling, a large perfect space still exists in processes such as line control, angle control of a curved surface and a vertical surface of an aluminum plate, plate deformation control after installation, closing and the like, in an aluminum plate curtain wall system, particularly an aluminum plate curtain wall in a ribbon form, the ribbon is of a frame structure in a conventional method, the field processing amount is large, the precision is low, the processing is difficult, the post-gluing treatment is complicated, the tightness is poor, the super high-rise installation is complicated, the progress is slow, and a large perfect space still exists.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to in curtain streamer problem, cut apart the curtain streamer, realize the unitization, the mill's machining precision is high, and quality control is strict, and the installation progress is fast, and the scene only needs to be assembled, and the super high-rise building construction degree of difficulty reduces.
The utility model provides a following technical scheme: the utility model provides a unitized construction for curtain ribbon, includes a plurality of curtain ribbon unit and a plurality of bearing support, and the bearing support successive layer is fixed on concrete floor, and the curtain ribbon unit is connected with the bearing support on the same floor to the bottom of upper curtain ribbon unit is connected with the top of lower floor's curtain ribbon unit, and a plurality of curtain ribbon unit concatenates into the permutation in proper order.
Further, curtain ribbon unit is including ribbon steel skeleton, the outrigger that transversely stretches out on the ribbon steel skeleton is connected with the bearing support, one side that concrete floor was pressed close to in the top of ribbon steel skeleton is provided with the bearing joint, one side of keeping away from concrete floor is provided with location structure, one side that concrete floor was pressed close to in the bottom of ribbon steel skeleton is provided with down the bearing joint, one side of keeping away from concrete floor is provided with down location structure, the last bearing joint and the lower bearing joint of curtain ribbon unit between the layer agree with mutually with location structure down.
Furthermore, the top and the bottom surfaces of the concrete floor are provided with embedded plates, the embedded plates are fixed on the concrete floor through split bolts, the bearing support is welded on the embedded plates on the top surface of the concrete floor, and the cantilever beam is connected with the bearing support through bolts.
Furthermore, a ribbon aluminum plate is arranged on the ribbon steel framework to serve as a display surface of the curtain wall ribbon unit, and a floodlight groove is formed in the ribbon aluminum plate opposite to the concrete floor.
Furthermore, fireproof rock wool is adopted for sealing between the curtain wall ribbon unit and the concrete floor, and between the curtain wall ribbon unit and the curtain wall ribbon unit.
Furthermore, the ribbon steel framework is a rectangular framework welded by square steel, an upper bearing square steel pipe connected with the top end of a longitudinal rod on one side of the rectangular framework close to the concrete floor serves as an upper bearing joint, a lower bearing square steel pipe connected with the bottom end of the longitudinal rod serves as a lower bearing joint, and the upper bearing square steel pipe is connected with the lower bearing square steel pipe in a plugging manner; and the upper positioning square steel pipe connected with the top end of the longitudinal rod on one side of the rectangular frame far away from the concrete floor serves as an upper positioning structure, the lower positioning square steel pipe connected with the bottom end of the longitudinal rod serves as a lower positioning structure, and the upper positioning square steel pipe is connected with the lower positioning square steel pipe in an inserting mode.
Compared with the prior art, the utility model has the advantages that:
the utility model provides a pair of unitized construction for curtain streamer is to curtain streamer existence problem, makes the novelty improve, cuts apart the curtain streamer, realizes unitization, and mill's machining precision is high, and quality control is strict, and the installation progress is fast, and the scene only needs to be assembled, and the super high-rise building construction degree of difficulty reduces.
(1) The curtain wall ribbon adopts a unitized structure, is convenient for quality control during installation, and is particularly suitable for super high-rise building curtain walls.
(2) The curtain wall ribbon adopts a unitized structure, realizes the production of the ribbon in a factory production line, and has the advantages of high processing precision, line production, high processing speed and guaranteed processing quality.
(3) The curtain wall ribbon adopts unitized construction, and job site occupation space is little, leaves the valuable space of construction for each professional interlude construction in later stage.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is an enlarged schematic view of a node a in fig. 1.
Figure 3 is a schematic view of the position of the upper load bearing joint and the upper locating structure.
Fig. 4 is a schematic position diagram of the upper load-bearing joint, the lower load-bearing joint, the upper positioning structure, and the lower positioning structure.
Figure 5 is a schematic view of a ferrule connection.
Fig. 6 is a schematic structural view of a curtain wall flag unit and a load bearing support.
Figure 7 shows the installation of the load bearing support.
Fig. 8 is a structural diagram of the flag steel framework.
Fig. 9 shows a ribbon aluminum plate mounted outside the ribbon steel framework.
Fig. 10 is a view of the installation of a curtain wall flag.
Fig. 11 is rock wool plugging and glue sealing.
In the figure: 1-upper bearing joint; 2-lower load-bearing joint; 3-an upper positioning structure; 4-lower positioning structure; 5-a load bearing support; 6-streamer aluminum plate; 7-fireproof rock wool; 8-concrete floor slab; 9-a floodlight trough; 10-a ribbon steel framework; 11-split bolts; 12-pre-embedded plates; 13-cantilever beam.
Detailed Description
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the description below are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
As shown in fig. 1: the utility model provides a unitized construction for curtain ribbon, includes a plurality of curtain ribbon unit and a plurality of bearing support 5, and 5 successive layers of bearing support are fixed on concrete floor 8, and the curtain ribbon unit is connected with the bearing support 5 on the same floor to the bottom of upper curtain ribbon unit is connected with the top of lower floor's curtain ribbon unit, and a plurality of curtain ribbon unit concatenates into the permutation in proper order. The curtain wall ribbon units are only connected with one concrete floor slab 8, and form a stable whole by mutual supporting between the curtain wall ribbon units, and the installation and connection structure is simple.
As shown in fig. 2, 3, and 4: curtain ribbon unit is including ribbon steel skeleton 10, the outrigger 13 that transversely stretches out on ribbon steel skeleton 10 is connected with bearing support 5, one side that concrete floor 8 was pressed close to in the top of ribbon steel skeleton 10 is provided with bearing joint 1, one side of keeping away from concrete floor is provided with location structure 3, one side that concrete floor 8 was pressed close to in the bottom of ribbon steel skeleton 10 is provided with down bearing joint 2, one side of keeping away from concrete floor is provided with down location structure 4, the last bearing joint 1 and lower bearing joint 2 of curtain ribbon unit between layer and layer, it agrees with mutually with location structure 3 and lower location structure 4 to go up location structure 3.
As shown in fig. 2 and 6: the top and bottom surfaces of the concrete floor 8 are provided with embedded plates 12, the embedded plates 12 are fixed on the concrete floor 8 through split bolts 11, the bearing support 5 is welded on the embedded plates 12 on the top surface of the concrete floor 8, and the cantilever beam 13 is connected with the bearing support 5 through bolts. The embedded plate is made of aluminum alloy, and the counter-pulling screw is an M16, 8.8-level high-strength bolt.
The ribbon steel framework 10 is provided with a ribbon aluminum plate 6 as a display surface of the curtain wall ribbon unit, and the ribbon aluminum plate 6 right facing the concrete floor slab 8 is provided with a floodlight trough 9.
As shown in fig. 5, 8, and 9: the ribbon steel framework 10 is a rectangular framework welded by square steel, an upper bearing square steel pipe connected with the top end of a longitudinal rod on one side of the rectangular framework close to the concrete floor slab 8 is used as an upper bearing joint 1, a lower bearing square steel pipe connected with the bottom end of the longitudinal rod is used as a lower bearing joint 2, and the upper bearing square steel pipe is connected with the lower bearing square steel pipe in a plugging manner; and an upper positioning square steel pipe connected with the top end of the longitudinal rod far away from one side of the concrete floor slab 8 on the rectangular frame is used as an upper positioning structure 3, a lower positioning square steel pipe connected with the bottom end of the longitudinal rod is used as a lower positioning structure 4, and the upper positioning square steel pipe is connected with the lower positioning square steel pipe through a ferrule.
The bearing square steel pipe is a galvanized square steel pipe with the length of 10cm and the specification of 120 multiplied by 60 multiplied by 5 per section; the positioning square steel tube is a galvanized square steel tube with the length of 10cm and the length of 60 multiplied by 5; the cantilever beam is a galvanized square steel pipe with the specification of 120 multiplied by 60 multiplied by 5, the thickness of the ribbon aluminum plate is 3mm, and the surface is subjected to fluorocarbon spraying anti-corrosion treatment.
The installation method comprises the following steps: as shown in fig. 7: and a bearing support 5 is arranged on the concrete floor 8. As shown in fig. 8: the flag steel frame 10 is prefabricated in a processing plant. As shown in fig. 9: the steel frame 10 is covered with the ribbon aluminum plate 6. As shown in fig. 10: the curtain wall streamer unit is lifted by using a single-rail crane, is preliminarily installed on the bearing support 5, and then is finely adjusted, so that the lower bearing square steel pipe of the curtain wall streamer unit is inserted into the upper bearing square steel pipe, and the upper and lower curtain wall streamer units are completely overlapped. As shown in fig. 11: sealing fireproof rock wool and joint knotting glue forming fireproof sealing treatment.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (6)
1. The utility model provides a unitized construction for curtain wall ribbon which characterized in that: the curtain wall streamer unit structure comprises a plurality of curtain wall streamer units and a plurality of bearing supports (5), wherein the bearing supports (5) are fixed on a concrete floor (8) layer by layer, the curtain wall streamer units are connected with the bearing supports (5) on the same layer, the bottom end of the upper curtain wall streamer unit is connected with the top end of the lower curtain wall streamer unit, and the curtain wall streamer units are sequentially connected in series to form an array.
2. A unitized structure for a curtain wall flag according to claim 1, wherein: curtain ribbon unit including ribbon steel skeleton (10), outrigger (13) that transversely stretches out on ribbon steel skeleton (10) are connected with bearing support (5), one side that concrete floor (8) were pressed close to in the top of ribbon steel skeleton (10) is provided with bearing joint (1), one side of keeping away from concrete floor is provided with location structure (3), one side that concrete floor (8) were pressed close to in the bottom of ribbon steel skeleton (10) is provided with down bearing joint (2), one side of keeping away from concrete floor is provided with down location structure (4), the last bearing joint (1) and lower bearing joint (2), go up location structure (3) and location structure (4) agree with mutually between layer and layer curtain ribbon unit.
3. A unitized structure for a curtain wall flag according to claim 2, wherein: the top and the bottom surfaces of the concrete floor (8) are provided with embedded plates (12), the embedded plates (12) are fixed on the concrete floor (8) through split bolts (11), the bearing support (5) is welded on the embedded plates (12) on the top surface of the concrete floor (8), and the cantilever beam (13) is connected with the bearing support (5) through bolts.
4. A unitized structure for a curtain wall flag according to claim 2, wherein: the ribbon steel skeleton (10) is provided with a ribbon aluminum plate (6) as a display surface of the curtain wall ribbon unit, and the ribbon aluminum plate (6) right facing the concrete floor slab (8) is provided with a floodlight groove (9).
5. A unitized structure for a curtain wall flag according to claim 1, wherein: the curtain wall ribbon units and the concrete floor slab (8) are sealed and blocked by fireproof rock wool (7) and the curtain wall ribbon units are arranged in the curtain wall ribbon units and between the curtain wall ribbon units.
6. A unitized structure for a curtain wall flag according to claim 2, wherein: the steel frame (10) is a rectangular frame welded by square steel, an upper bearing square steel pipe connected with the top end of a longitudinal rod on one side of the rectangular frame close to the concrete floor (8) is used as an upper bearing joint (1), a lower bearing square steel pipe connected with the bottom end of the longitudinal rod is used as a lower bearing joint (2), and the upper bearing square steel pipe is connected with the lower bearing square steel pipe in a plugging core manner; the upper positioning square steel pipe connected with the top end of the longitudinal rod on one side, far away from the concrete floor (8), of the rectangular frame serves as an upper positioning structure (3), the lower positioning square steel pipe connected with the bottom end of the longitudinal rod serves as a lower positioning structure (4), and the upper positioning square steel pipe is connected with the lower positioning square steel pipe through a ferrule.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222386570.1U CN218374615U (en) | 2022-09-08 | 2022-09-08 | Unitized structure for curtain wall ribbon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222386570.1U CN218374615U (en) | 2022-09-08 | 2022-09-08 | Unitized structure for curtain wall ribbon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218374615U true CN218374615U (en) | 2023-01-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222386570.1U Active CN218374615U (en) | 2022-09-08 | 2022-09-08 | Unitized structure for curtain wall ribbon |
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| Country | Link |
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| CN (1) | CN218374615U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117758907A (en) * | 2023-11-14 | 2024-03-26 | 中交第四航务工程局有限公司 | Curtain wall steel ribbon and installation and construction method thereof |
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2022
- 2022-09-08 CN CN202222386570.1U patent/CN218374615U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117758907A (en) * | 2023-11-14 | 2024-03-26 | 中交第四航务工程局有限公司 | Curtain wall steel ribbon and installation and construction method thereof |
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