CN219992929U - Overhanging awning structure for glass curtain wall - Google Patents
Overhanging awning structure for glass curtain wall Download PDFInfo
- Publication number
- CN219992929U CN219992929U CN202320600881.5U CN202320600881U CN219992929U CN 219992929 U CN219992929 U CN 219992929U CN 202320600881 U CN202320600881 U CN 202320600881U CN 219992929 U CN219992929 U CN 219992929U
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- CN
- China
- Prior art keywords
- curtain wall
- steel beam
- glass curtain
- vertical keel
- overhanging
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- 239000011521 glass Substances 0.000 title claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 119
- 239000010959 steel Substances 0.000 claims abstract description 119
- 238000007789 sealing Methods 0.000 claims abstract description 21
- 229910052782 aluminium Inorganic materials 0.000 claims description 15
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 14
- 229910052751 metal Inorganic materials 0.000 claims description 13
- 239000002184 metal Substances 0.000 claims description 13
- 230000001413 cellular effect Effects 0.000 claims description 3
- 238000005253 cladding Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012946 outsourcing Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses an overhanging awning structure for a glass curtain wall, which comprises a supporting vertical keel, a rear-end transverse steel beam, a longitudinal steel beam and a front-end sealing steel beam, wherein the rear-end transverse steel beam and the front-end sealing steel beam are arranged in parallel, two ends of the rear-end transverse steel beam are connected with the supporting vertical keel, the supporting vertical keel is attached to the surface of the glass curtain wall, a plurality of longitudinal steel beams are arranged between two cross bars formed by the rear-end transverse steel beam, the supporting vertical keel and the front-end sealing steel beam to jointly form a square frame structure, a glass awning panel is erected above the square frame structure, and the longitudinal steel beams positioned at two sides are used for being welded or connected with an overhanging awning stress structure through fasteners. The overhanging awning structure for the glass curtain wall can solve the stress problem of the overhanging awning on the glass curtain wall, and has a stable structure.
Description
Technical Field
The utility model relates to the technical field of curtain wall structures, in particular to an overhanging awning structure for a glass curtain wall.
Background
The glass curtain wall is widely applied to the building, so that the glass curtain wall becomes one of the marks of the modern building, and the awning is arranged above the entrance of the building, so that the safety guarantee can be provided for people entering and exiting. In a building in which glass curtain walls are installed, a awning is generally provided on a floor beam above an entrance.
For high-rise buildings, the awning needs to be overhanging from the glass curtain wall, however, the existing glass curtain wall grids cannot be in one-to-one correspondence with the awning grids, namely, the glass curtain wall keels cannot be used as overhanging awning stress structures, and the glass curtain wall keels are generally fine aluminum alloy keels and cannot bear loads of the overhanging awning.
Disclosure of Invention
The utility model mainly aims to provide an overhanging awning structure for a glass curtain wall, which aims to solve the stress problem of an overhanging awning on the glass curtain wall and has a stable structure.
In order to achieve the above object, the utility model provides an overhanging rain fly structure for a glass curtain wall, comprising a supporting vertical keel, a rear end transverse steel beam, a longitudinal steel beam and a front end sealing steel beam, wherein,
the horizontal girder steel of rear end and front end seal girder steel parallel arrangement, the both ends of the horizontal girder steel of rear end all are connected with a support vertical keel, support vertical keel laminating in glass curtain wall surface setting, are provided with many vertical girder steel in order to constitute square frame structure jointly between two horizontal poles that the girder steel formed are sealed to the horizontal girder steel of rear end, support vertical keel and front end, and glass canopy panel erects in square frame structure top.
Preferably, the support vertical keel comprises a steel upright post and an aluminum upright post sleeved outside the steel upright post, and a buffer cushion is arranged between the aluminum upright post and the steel upright post.
Preferably, the overhanging awning structure for the glass curtain wall further comprises a first vertical keel and a second vertical keel, wherein the first vertical keel is located above the rear-end transverse steel beam, the bottom end of the first vertical keel is fixedly connected with the rear-end transverse steel beam, and the second vertical keel is located below the rear-end transverse steel beam, and the top end of the second vertical keel is fixedly connected with the rear-end transverse steel beam.
Preferably, the first vertical keel and the second vertical keel comprise steel upright posts and aluminum upright posts sleeved outside the steel upright posts, and a buffer cushion is arranged between the aluminum upright posts and the steel upright posts.
Preferably, the first vertical keels and the second vertical keels are arranged corresponding to the grid frames of the glass curtain wall.
Preferably, the overhanging rain cover structure for the glass curtain wall further comprises a supporting rod positioned on the outer side of the transverse steel beam, and the supporting rod is positioned below the glass rain cover panel to support the glass rain cover panel.
Preferably, the outer part of the joint formed by the support rod and the rear transverse steel beam adopts a metal plate outsourcing structure.
Preferably, the longitudinal steel beam and the front end sealing steel beam adopt a metal plate outsourcing structure.
Preferably, the support vertical keel, the rear end transverse steel beam, the longitudinal steel beam and the front end sealing steel beam are connected through welding.
The overhanging awning structure for the glass curtain wall has the following beneficial effects:
1. the glass awning panel is supported by adopting the supporting vertical keel, the rear-end transverse steel beam, the longitudinal steel beam and the front-end sealing steel beam supporting frame structure, so that the structural stability is good.
2. The glass awning panel is supported by adopting the supporting vertical keels, the rear-end transverse steel beams, the longitudinal steel beams and the front-end sealing steel beam supporting frame structure, compared with the mode that the glass curtain wall keels are directly adopted as overhanging awning stress structures in the prior art, the structure of the supporting frame structure does not need to be consistent with the separation areas of the glass curtain wall, so that the supporting frame can correspond to the grid structure of the awning panel (ensured by the interval between two adjacent longitudinal steel beams), and the problem that the glass curtain wall grids and the awning grids cannot be in one-to-one correspondence to cause the glass curtain wall keels to be incapable of being used as overhanging awning stress structures is solved;
3. the steel upright column arranged in the first vertical keel can hoist the supporting frame structure from the upper side, and the steel upright column arranged in the second vertical keel can prop the supporting frame structure from the lower side, so that the structural stability is further improved;
4. the overhanging awning structure has the advantages of simple structure, easy installation and stable stress.
Drawings
FIG. 1 is a schematic view of the structure of the overhanging rain fly for glass curtain wall of the present utility model;
FIG. 2 is a schematic view of the structure of the support vertical keel in the overhanging rain fly structure for glass curtain wall of the utility model;
FIG. 3 is a schematic cross-sectional view of the overhanging rain fly structure for glass curtain wall of the present utility model;
fig. 4 is a schematic structural view of an outer-wrapping metal plate on a longitudinal steel beam in the overhanging awning structure for the glass curtain wall.
The drawings include: 1-supporting vertical keels; 2-a rear end transverse steel beam; 3-longitudinal steel beams; 4, sealing the steel beam at the front end; 6-a first vertical keel; 7-a second vertical keel; 8-aluminum posts; 9-steel upright posts; 10-cushion pad; 11-glass awning panels; 12-a metal plate; 13-supporting rods; 14-glass door.
The achievement of the objects, functional features and advantages of the present utility model will be further described with reference to the accompanying drawings, in conjunction with the embodiments.
Detailed Description
It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
It should be noted that, in the description of the present utility model, the terms "transverse", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Referring to fig. 1 to 4, in the present preferred embodiment, an overhanging rain fly structure for a glass curtain wall includes a supporting vertical keel 1, a rear end transverse steel beam 2, a longitudinal steel beam 3, and a front end sealing steel beam 4, wherein,
the transverse steel beam 2 of rear end and the front end seal girder 4 are arranged in parallel, two ends of the transverse steel beam 2 of rear end (the lower side of the transverse steel beam 2 of rear end is provided with a glass door 14) are connected with a supporting vertical keel 1, the supporting vertical keel 1 is attached to the surface of a glass curtain wall, a plurality of longitudinal steel beams 3 are arranged between two transverse rods formed by the transverse steel beam 2 of rear end and the front end seal girder 4 to form a square frame structure together, and a glass awning panel 11 is erected above the square frame structure.
The front end sealing steel beam 4 welds all the longitudinal steel beams 3 into a sealing member, so that the stability of the whole overhanging awning structure is good.
Further, the supporting vertical keel 1 comprises a steel upright 9 and an aluminum upright 8 sleeved outside the steel upright 9, and a buffer cushion 10 (a rubber cushion can be adopted) is arranged between the aluminum upright 8 and the steel upright 9. The gap between the steel upright post 9 and the aluminum upright post 8 is tightly packed by a buffer pad 10, so that the aluminum upright post 8 and the steel upright post 9 are tightly combined to bear force together, the structure is safer,
further, this a canopy structure encorbelments for glass curtain wall still includes first vertical joist 6 and second vertical joist 7, and first vertical joist 6 is located the horizontal girder steel 2 top of rear end and bottom and the horizontal girder steel 2 fixed connection of rear end, and second vertical joist 7 is located the horizontal girder steel 2 below of rear end and top and the horizontal girder steel 2 fixed connection of rear end.
The first vertical keel 6 and the second vertical keel 7 respectively comprise a steel upright post 9 and an aluminum upright post 8 sleeved outside the steel upright post 9, and a buffer cushion 10 (a rubber cushion can be adopted) is arranged between the aluminum upright post 8 and the steel upright post 9.
The first vertical keel 6 of top plays the drawknot effect to the horizontal girder steel 2 of rear end, and the horizontal girder steel 2 of canopy rear end is played the supporting role to the second vertical keel 7 of below, further strengthens the structural security of the horizontal girder steel 2 of rear end.
In this embodiment, the first vertical keel 6 and the second vertical keel 7 are disposed corresponding to the cellular frame of the glass curtain wall. That is, the first vertical keel 6 and the second vertical keel 7 are arranged flush with the cellular frame of the glass curtain wall.
Further, referring to fig. 3, the overhanging rain cover structure for glass curtain wall further comprises a supporting rod 13 (the supporting rod 13 can be made of steel) positioned outside the transverse steel beam, and the supporting rod 13 is positioned below the glass rain cover panel 11 to support the glass rain cover panel.
Further, referring to fig. 3 and 4, the outside of the joint formed by the support bar 13 and the rear transverse steel beam 2 adopts a metal plate cladding structure. The height of the metal plate 12 after being wrapped is consistent with the wrapping size of the metal plate 12 of the longitudinal steel beam 3, so that the whole is attractive. The longitudinal steel beam 3 and the front end sealing steel beam 4 are both in a metal plate outer wrapping structure (that is, the outer parts of the longitudinal steel beam 3 and the front end sealing steel beam 4 are both sleeved with metal plates). After the metal plate 12 is wrapped, the cross-sectional dimensions are uniform to maintain a clean and beautiful appearance.
In this embodiment, the outer cladding metal plate 12 is arranged, so that the steel beam is protected, and the structural safety is further improved.
In the embodiment, the support vertical keel 1, the rear end transverse steel beam 2, the longitudinal steel beam 3 and the front end sealing steel beam 4 are connected through welding. Therefore, the overhanging awning structure is very simple and convenient in installation process.
The overhanging awning structure for the glass curtain wall provided by the embodiment has the following beneficial effects:
1. the glass awning panel 11 is supported by adopting a supporting frame structure for supporting the vertical keel 1, the rear-end transverse steel beam 2, the longitudinal steel beam 3 and the front-end sealing steel beam 4, so that the structural stability is good.
2. The glass awning panel 11 is supported by adopting the supporting frame structures of the vertical supporting keels 1, the rear-end transverse steel beams 2, the longitudinal steel beams 3 and the front-end sealing steel beams 4, compared with the mode that the glass curtain wall keels are directly adopted as overhanging awning stress structures in the prior art, the structure of the supporting frame structure does not need to be consistent with the separation area of the glass curtain wall, so that the supporting frame can correspond to the grid structure of the awning panel (the grid structure is ensured by the interval between two adjacent longitudinal steel beams 3), and the problem that the glass curtain wall grids and the awning grids cannot be in one-to-one correspondence to cause the glass curtain wall keels to be incapable as overhanging awning stress structures is solved;
3. the steel upright columns arranged in the first vertical keels 6 can hoist the supporting frame structure from the upper side, and the steel upright columns arranged in the second vertical keels 7 can prop the supporting frame structure from the lower side, so that the structural stability is further improved;
4. the overhanging awning structure has the advantages of simple structure, easy installation and stable stress.
The foregoing description is only of the preferred embodiments of the present utility model, and is not intended to limit the scope of the utility model, but is intended to cover all equivalent structures modifications, direct or indirect application in other related arts, which are included in the scope of the present utility model.
Claims (9)
1. The overhanging awning structure for the glass curtain wall is characterized by comprising a supporting vertical keel, a rear-end transverse steel beam, a longitudinal steel beam and a front-end sealing steel beam, wherein,
the glass awning panel is erected above the square frame structure, a plurality of longitudinal steel beams are arranged between two transverse rods formed by the rear end transverse steel beams and the front end sealing steel beams.
2. The overhanging rain fly structure for glass curtain wall as claimed in claim 1, wherein the supporting vertical keel comprises a steel upright and an aluminum upright sleeved outside the steel upright, and a cushion is installed between the aluminum upright and the steel upright.
3. The overhanging rain fly structure for glass curtain wall as claimed in claim 1, further comprising a first vertical keel and a second vertical keel, the first vertical keel being located above the rear end transverse steel beam and the bottom end being fixedly connected to the rear end transverse steel beam, the second vertical keel being located below the rear end transverse steel beam and the top end being fixedly connected to the rear end transverse steel beam.
4. The overhanging rain fly structure for glass curtain wall as claimed in claim 3, wherein the first vertical keel and the second vertical keel each comprise a steel upright and an aluminum upright sleeved outside the steel upright, and a cushion pad is installed between the aluminum upright and the steel upright.
5. The overhanging rain fly structure for glass curtain wall as claimed in claim 4, wherein the first and second vertical keels are disposed corresponding to the cellular frame of the glass curtain wall.
6. The overhanging rain fly structure for glass curtain wall as claimed in claim 1, further comprising a supporting bar located outside the transverse steel beam, the supporting bar being located under the glass rain fly panel to support it.
7. The overhanging rain fly structure for glass curtain wall as claimed in claim 6, wherein the outer portion of the junction formed by the support bar and the rear transverse steel beam is a metal plate outer wrapping structure.
8. The overhanging rain fly structure for glass curtain wall as claimed in claim 1, wherein the longitudinal steel beam and the front end sealing steel beam are both of a metal plate cladding structure.
9. The overhanging rain fly structure for glass curtain wall as claimed in any one of claims 1 to 8, wherein the supporting vertical joists, the rear transverse steel beams, the longitudinal steel beams and the front sealing steel beams are connected by welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320600881.5U CN219992929U (en) | 2023-03-22 | 2023-03-22 | Overhanging awning structure for glass curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320600881.5U CN219992929U (en) | 2023-03-22 | 2023-03-22 | Overhanging awning structure for glass curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219992929U true CN219992929U (en) | 2023-11-10 |
Family
ID=88603755
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320600881.5U Active CN219992929U (en) | 2023-03-22 | 2023-03-22 | Overhanging awning structure for glass curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219992929U (en) |
-
2023
- 2023-03-22 CN CN202320600881.5U patent/CN219992929U/en active Active
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