CN220666617U - Main keel mounting structure of curtain wall building outer wall - Google Patents
Main keel mounting structure of curtain wall building outer wall Download PDFInfo
- Publication number
- CN220666617U CN220666617U CN202322049052.5U CN202322049052U CN220666617U CN 220666617 U CN220666617 U CN 220666617U CN 202322049052 U CN202322049052 U CN 202322049052U CN 220666617 U CN220666617 U CN 220666617U
- Authority
- CN
- China
- Prior art keywords
- wall
- fixedly connected
- mounting structure
- embedded part
- column
- 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.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 78
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 12
- 239000008397 galvanized steel Substances 0.000 claims description 12
- 239000010935 stainless steel Substances 0.000 claims description 8
- 229910001220 stainless steel Inorganic materials 0.000 claims description 8
- NBVXSUQYWXRMNV-UHFFFAOYSA-N fluoromethane Chemical compound FC NBVXSUQYWXRMNV-UHFFFAOYSA-N 0.000 claims description 5
- 229910000838 Al alloy Inorganic materials 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 7
- 230000002787 reinforcement Effects 0.000 description 23
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 4
- 238000009423 ventilation Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000010354 integration Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The application relates to the technical field of curtain wall buildings and discloses a curtain wall building outer wall main keel mounting structure, which comprises an outer wall body, an inner reinforcing column, an embedded part and a reinforcing rod, wherein the embedded part is fixedly connected in a structural layer of a preset building, one end of the inner reinforcing column is fixedly connected with a spandrel girder of the preset building, and the other end of the inner reinforcing column is connected with the embedded part; one end of the outer wall body is fixedly connected with a main keel, the main keel is arranged in the structural layer, and the main keel is fixedly connected with the embedded part; one end of the reinforcing rod is fixedly connected with the outer wall body, and the other end of the reinforcing rod is fixedly connected with the inner reinforcing column; compared with the prior art, the embedded part is fixedly connected to the main keel for fixing the bottom of the outer wall body, so that the reinforcing column can fix the bottom of the outer wall body, the two ends of the reinforcing rod are respectively connected with the outer wall body and the inner reinforcing column, the inner reinforcing column can fix the side part of the outer wall body, and the effect of the large curtain wall fixedly inclined by the installation structure is achieved.
Description
Technical Field
The application belongs to the technical field of curtain wall construction, and especially relates to a curtain wall construction outer wall main joist mounting structure.
Background
The building curtain wall is used as a decorative wall body, has no bearing function, and most of buildings are built with the curtain wall outside the building in order to improve the attractiveness of the building; in the prior art, most curtain walls are arranged in frames (aluminum frames, angle steel frames and the like) preset in a building; this kind of frame lacks comparatively stable bearing structure, only is applicable to the curtain installation of perpendicular placing, to the large-scale curtain that needs the slope setting, and current bearing structure intensity is not enough, is difficult to be applicable to the installation of the large-scale curtain of slope placing (gymnasium curtain).
Accordingly, in view of the above-mentioned related art, the existing curtain wall frame has a problem in that it is difficult to fix a large curtain wall placed obliquely.
Disclosure of Invention
The application provides a curtain building outer wall main joist mounting structure for the large-scale curtain that fixed slope set up.
The technical problem to be solved in the application is realized by adopting the following technical scheme:
the utility model provides a curtain building outer wall main joist mounting structure, includes interior reinforcement post, built-in fitting, stiffening rod and the outer wall body of slope setting, built-in fitting fixed connection is in the structural layer of predetermineeing the building, the spandrel girder of predetermineeing the building is connected in to one end fixed connection of interior reinforcement post, the other end of interior reinforcement post is connected in the built-in fitting; one end of the outer wall body is fixedly connected with a support keel, the support keel is arranged in the structural layer, and the support keel is fixedly connected with the embedded part; one end of the reinforcing rod is fixedly connected to the outer wall body, and the other end of the reinforcing rod is fixedly connected to the inner reinforcing column.
Through the technical scheme, the outer wall body is used as a curtain wall of a preset building; the inner reinforcement column is used as a bearing column of the outer wall body and used for fixing the outer wall body; compared with the prior art, one end of the inner reinforcing column is fixedly connected with a spandrel girder of a preset building, the other end of the inner reinforcing column is connected with an embedded part, and the embedded part is fixedly connected with a supporting keel for fixing the bottom of the outer wall body, so that the reinforcing column can fix the bottom of the outer wall body; the both ends of reinforcing rod are connected outer wall body and interior reinforcing column respectively to make interior reinforcing column can fix the lateral part of outer wall body, thereby realized the effect of the fixed large-scale curtain that inclines to set up of mounting structure of this application.
Optionally, one end of the inner reinforcement column is provided with a hinge joint, the top side of the embedded part is provided with a hinge seat, the hinge seat extends out of the structural layer, and the hinge joint is hinged to the hinge seat.
Through the technical scheme, constructors can hinge the hinge joint of the reinforcing column on the hinge seat of the embedded part when adjusting the inclination angle of the inner reinforcing column, so as to achieve the effect of pre-fixing, and then rotate the inner reinforcing column until the preset inclination angle is met, so that the installation efficiency of the reinforcing column is improved.
Optionally, the reinforced concrete slab further comprises a veneer, wherein the veneer is arranged between the outer wall body and the inner reinforced column, the bottom side of the veneer is fixedly connected to the top side of the structural layer, and the reinforced rod is fixedly connected to the veneer.
Through above-mentioned technical scheme, the veneer sets up between outer wall body and interior reinforced column to the reinforcing rod links together veneer, outer wall body and interior reinforced column, makes the veneer can strengthen the structural strength between reinforced column and the outer wall body to a certain extent.
Optionally, one end fixedly connected with stainless steel connecting piece of the outer wall body, stainless steel connecting piece fixed connection in the main joist.
Through above-mentioned technical scheme, outer wall body coupling is connected in the main joist through stainless steel connecting piece to improve the intensity that outer wall body is connected in the main joist, and reduced the possibility of outer wall body link corrosion.
Optionally, the embedded part comprises a plurality of reinforcing nails, and the reinforcing nails penetrate through the embedded part and are inserted into the deep part of the structural layer.
Through the technical scheme, the embedded parts are jointly fixed by the depth of the embedded parts inserted into the structural layer after the reinforcing nails penetrate through the embedded parts, so that the connection strength between the structural layer and the embedded parts is enhanced, and the possibility of movement of the embedded parts due to the action of force is reduced.
Optionally, the embedded part comprises a plurality of connecting nails, wherein a galvanized steel body is arranged at the bottom of the main keel, and the galvanized steel body is fixedly connected with the embedded part through the plurality of connecting nails.
By the technical scheme, the galvanized steel body has higher rust resistance; the galvanized steel body is fixedly connected to the embedded part through a plurality of connecting nails, so that the connection strength of the main joist and the embedded part bracket is improved, and the main joist can stably support the outer wall body.
Optionally, the articulated head is the steel sheet, interior reinforcing column is the steel pipe, the surface of interior reinforcing column and articulated head all is sprayed with the fluorocarbon layer, the articulated head weld in interior reinforcing column.
Through the technical scheme, the inner reinforcing column and the hinge joint are both of steel structures, and have high structural strength; in addition, fluorocarbon layers are sprayed on the surfaces of the inner reinforcement column and the hinge joint so as to improve the rust resistance of the inner reinforcement column and the steel plate; the articulated joint is welded on the inner reinforcement column so as to realize the integration of the articulated joint and the inner reinforcement column.
Optionally, the veneer is a perforated aluminum alloy sheet.
Through the technical scheme, the single plate is made of the perforated aluminum alloy plate, is light in texture, has a good ventilation effect, and is beneficial to paving ventilation pipelines on the inner side of a building.
In summary, the present application includes at least one of the following beneficial technical effects:
1. compared with the prior art, one end of the inner reinforcing column is fixedly connected with a spandrel girder of a preset building, the other end of the inner reinforcing column is connected with an embedded part, and the embedded part is fixedly connected with a main keel for fixing the bottom of the outer wall body, so that the reinforcing column can fix the bottom of the outer wall body; the both ends of reinforcing rod are connected outer wall body and interior reinforcing column respectively to make interior reinforcing column can fix the lateral part of outer wall body, thereby realized the effect of the fixed large-scale curtain that inclines to set up of mounting structure of this application.
2. Compared with the prior art, constructors can hinge the hinge joint of the reinforcing column on the hinge seat of the embedded part when adjusting the inclination angle of the inner reinforcing column, so as to achieve the effect of pre-fixing, and then rotate the inner reinforcing column until the preset inclination angle is met.
3. Compared with the prior art, the inner reinforcement column and the hinge joint are both steel structures, and have higher structural strength; in addition, fluorocarbon layers are sprayed on the surfaces of the inner reinforcement column and the hinge joint so as to improve the rust resistance of the inner reinforcement column and the steel plate; the articulated joint is welded on the inner reinforcement column so as to realize the integration of the articulated joint and the inner reinforcement column.
Drawings
FIG. 1 is a schematic structural view of a main keel mounting structure for an outer wall of a curtain wall building in an embodiment of the present application;
FIG. 2 is a schematic diagram of the connection of the reinforcing post and the embedded part in the embodiment of the present application;
fig. 3 is an enlarged view of a portion a in fig. 1.
Reference numerals illustrate:
100. a structural layer; 1. reinforcing the column; 11. a hinge joint; 2. an embedded part; 21. a hinge base; 211. a vertical plate; 212. a pin shaft; 213. a base; 3. a reinforcing rod; 4. an outer wall; 41. stainless steel connectors; 5. a main keel; 51. a galvanized steel body; 52. galvanized angle steel; 53. bearing square steel; 54. connecting angle steel; 6. a single board; 7. reinforcing nails; 8. and (5) connecting nails.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-3.
The embodiment of the application discloses a curtain building outer wall main joist mounting structure for the large-scale curtain that fixed slope set up.
Referring to fig. 1, the main keel mounting structure of the outer wall of the curtain wall building comprises an inner reinforcing column 1, an embedded part 2, a reinforcing rod 3 and an outer wall body 4 which is obliquely arranged, wherein the outer wall body 4 is used as a curtain wall of a preset building; the inner reinforcement column 1 is used as a bearing column of the outer wall body 4; the embedded part 2 is embedded in a structural layer 100 of a preset building through concrete, one end of the inner reinforcing column 1 is fixedly connected to a spandrel girder of the preset building, and the other end of the inner reinforcing column 1 is connected to the embedded part 2 so as to fix the inner reinforcing column 1; the bottom end of the outer wall body 4 is fixedly connected with a main keel 5, the main keel 5 is used for supporting and fixing the outer wall body 4, the main keel 5 is buried in the structural layer 100 through concrete, and the main keel 5 is fixedly connected with the embedded part 2, so that the bottom of the inner reinforcing column 1 and the bottom of the outer wall body 4 are connected together, and the inner reinforcing column 1 can share the action of the outer wall body 4 to fix the outer wall body 4; the both ends of the reinforcing rod 3 are respectively connected to the side wall of the outer wall body 4 and the side wall of the inner reinforcing column 1 so as to strengthen the connection strength of the inner reinforcing column 1 and the outer wall body 4, thereby realizing the effect of the large curtain wall fixedly inclined by the installation structure.
Referring to fig. 1, the mounting structure of the present application further includes a plurality of reinforcing nails 7 and a single board 6, in this embodiment, the main body of the embedded part 2 is rectangular and blocky, and the main body is a reinforced concrete structure, which has higher structural strength; the reinforcing nails 7 penetrate through the embedded part 2 and are inserted into the deep part of the structural layer 100, so that the connection strength between the structural layer 100 and the embedded part 2 is enhanced, and the possibility that the embedded part 2 moves due to the action of force is reduced; the single plate 6 is perforated aluminum alloy plate, has lighter texture and good ventilation effect; the single plate 6 is arranged between the outer wall 4 and the inner reinforcement column 1, so that a constructor can lay a ventilation pipeline between the outer wall 4 and the inner reinforcement column 1; the reinforcing rod 3 welds the veneer 6, the outer wall body 4 and the inner reinforcing column 1 together, so that the veneer 6, the outer wall body 4 and the inner reinforcing column 1 form a whole, and the stability of the installation structure is improved.
Referring to fig. 1 and 2, the top side of the embedded part 2 is poured with a hinge seat 21, and in this embodiment, the hinge seat 21 is made of galvanized steel, so that the embedded part has better rust resistance; the bottom end of the inner reinforcement column 1 is provided with a hinge joint 11, the hinge joint 11 is made of steel plates, and the inner reinforcement column 1 is made of steel columns and has higher structural strength; the hinge joint 11 is welded on the inner reinforcement column 1 to realize the effect of integration of the hinge joint 11 and the inner reinforcement column 1; the hinge seat 21 comprises two vertical plates 211, a pin shaft 212 and a base 213, the base 213 is positioned on the top side of the main body of the embedded part 2, the two vertical plates 211 are arranged at intervals and fixedly connected to the top side of the base 213, the hinge joint 11 is positioned between the two vertical plates 211, and the pin shaft 212 penetrates through the hinge joint 11 and the vertical plates 211, so that the hinge joint 11 is hinged to the hinge seat 21; when constructors adjust the inclination angle of the inner reinforcing column 1, the hinging heads 11 of the reinforcing column 1 can be hinged on the hinging seats 21 of the embedded parts 2 to achieve the pre-fixing effect, and then the inner reinforcing column 1 is rotated until the preset inclination angle is met; wherein, the surface of interior reinforcement post 1, articulated head 11 and articulated seat 21 all spraying has the fluorocarbon layer to reduce interior reinforcement post 1, articulated head 11 and the possibility of articulated seat 21 corrosion, thereby improved the life-span of this application mounting structure.
Referring to fig. 1 and 3, the installation structure of the present application includes a plurality of connecting nails 8, the main joist 5 includes a galvanized steel body 51, galvanized angle steel 52, load-bearing square steel 53 and connecting angle steel 54, the galvanized steel body 51 is arranged at the bottom of the main joist 5 as a load-bearing seat; the galvanized steel body 51 is fixedly connected to the embedded part 2 through a plurality of connecting nails 8, so that the connection strength of the main joist 5 and the embedded part 2 is improved, and the main joist 5 can stably support the outer wall 4; the galvanized angle steel 52 is fixedly connected to the top side of the galvanized steel body 51 and is used for supporting the bearing square steel 53; the bottom fixedly connected with stainless steel connecting piece 41 of outer wall body 4, the one side bolted connection of angle steel 54 is in bearing square steel 53, and another side bolted connection is in stainless steel connecting piece 41 to further consolidate outer wall body 4, and reduced the possibility of outer wall body 4 link corrosion, thereby further improved the life-span of this application mounting structure.
The implementation principle of this embodiment is as follows: one end of the inner reinforcing column 1 is fixedly connected with a spandrel girder of a preset building, the other end of the inner reinforcing column is connected with an embedded part 2, and the embedded part 2 is fixedly connected with a main keel 5 for fixing the bottom of the outer wall body 4, so that the reinforcing column 1 can fix the bottom of the outer wall body 4; the outer wall body 4 and interior reinforcing column 1 are connected respectively at the both ends of reinforcing rod 3 to make interior reinforcing column 1 can fix the lateral part of outer wall body 4, thereby realized the effect of the fixed large-scale curtain that inclines to set up of mounting structure of this application.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a curtain building outer wall main joist mounting structure which characterized in that: the embedded part (2) is fixedly connected in a structural layer (100) of a preset building, one end of the inner reinforced column (1) is fixedly connected with a spandrel girder of the preset building, and the other end of the inner reinforced column (1) is connected with the embedded part (2); one end of the outer wall body (4) is fixedly connected with a main keel (5), the main keel (5) is arranged in the structural layer (100), and the main keel (5) is fixedly connected with the embedded part (2); one end of the reinforcing rod (3) is fixedly connected with the outer wall body (4), and the other end of the reinforcing rod is fixedly connected with the inner reinforcing column (1).
2. The curtain wall building outer wall main joist mounting structure of claim 1, wherein: one end of the inner reinforcing column (1) is provided with a hinge joint (11), the top side of the embedded part (2) is provided with a hinge seat (21), the hinge seat (21) stretches out from the inside of the structural layer (100), and the hinge joint (11) is hinged to the hinge seat (21).
3. The curtain wall building outer wall main joist mounting structure of claim 1, wherein: still include veneer (6), veneer (6) set up in between outer wall body (4) with interior reinforced column (1), the bottom side fixed connection of veneer (6) is in the top side of structural layer (100), stiffener (3) fixed connection in veneer (6).
4. The curtain wall building outer wall main joist mounting structure of claim 1, wherein: one end of the outer wall body (4) is fixedly connected with a stainless steel connecting piece (41), and the stainless steel connecting piece (41) is fixedly connected with the main keel (5).
5. The curtain wall building outer wall main joist mounting structure of claim 1, wherein: the embedded part is characterized by further comprising a plurality of reinforcing nails (7), wherein the reinforcing nails (7) penetrate through the embedded part (2) and are inserted into the deep part of the structural layer (100).
6. The curtain wall building outer wall main joist mounting structure of claim 1, wherein: still include many connecting nails (8), main joist (5) bottom is provided with galvanized steel body (51), galvanized steel body (51) through many connecting nails (8) fixed connection in built-in fitting (2).
7. The curtain wall building outer wall main joist mounting structure of claim 2, wherein: the hinge joint (11) is a steel plate, the inner reinforcing column (1) is a steel pipe, fluorocarbon layers are sprayed on the surfaces of the inner reinforcing column (1) and the hinge joint (11), and the hinge joint (11) is welded to the inner reinforcing column (1).
8. A curtain wall construction outer wall main joist mounting structure according to claim 3, wherein: the veneer (6) is a perforated aluminum alloy plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322049052.5U CN220666617U (en) | 2023-08-01 | 2023-08-01 | Main keel mounting structure of curtain wall building outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322049052.5U CN220666617U (en) | 2023-08-01 | 2023-08-01 | Main keel mounting structure of curtain wall building outer wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220666617U true CN220666617U (en) | 2024-03-26 |
Family
ID=90336583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322049052.5U Active CN220666617U (en) | 2023-08-01 | 2023-08-01 | Main keel mounting structure of curtain wall building outer wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220666617U (en) |
-
2023
- 2023-08-01 CN CN202322049052.5U patent/CN220666617U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201635388U (en) | Unilateral supporting formwork system for cast-in-place concrete arc outer wall | |
| CN206752676U (en) | Assembled architecture agent structure | |
| CN206299032U (en) | Light gauge cold-formed steel shape composite beam plate | |
| CN113216727A (en) | Assembled concrete frame building shock-absorbing structure system | |
| CN220666617U (en) | Main keel mounting structure of curtain wall building outer wall | |
| CN110258876B (en) | Mounting structure and mounting method of inclined curtain wall | |
| CN205399657U (en) | Energy -conserving prefabricated building of light steel | |
| CN110777967A (en) | Light steel light concrete structure | |
| CN206299015U (en) | Assembled composite floor | |
| CN204343536U (en) | One can light load-bearing lumber and assembled wall board thereof and house | |
| CN109138300B (en) | Construction method of prefabricated staircase installation structure | |
| CN111395566A (en) | Combined energy dissipation shock attenuation strutting arrangement of chevron shape assembled | |
| CN214575653U (en) | Multilayer square steel structure | |
| CN217679983U (en) | Prefabricated load-bearing type composite heat-insulation light wallboard system | |
| CN110748076A (en) | External hanging wallboard of prestressed steel pipe truss and wall manufactured and installed by using same | |
| CN218375234U (en) | Cantilever node detachable formwork support | |
| CN104533012A (en) | Bearable light plate as well as manufacturing method, combined wallboard and house thereof | |
| CN216948794U (en) | High-rise steel construction house rag bolt embedded structure | |
| CN219316194U (en) | Steel-concrete structure assembled house structure | |
| CN204590650U (en) | The flexible reinforcing construction of steam-pressing aero-concrete wall body door or window hole | |
| CN220666620U (en) | Vertical grid decorative board mount pad of curtain | |
| CN220725715U (en) | Split-level support assembly climbing frame structure applied to outer wall | |
| CN220035723U (en) | Be used for box girder steel and concrete beam node connection structure | |
| CN115354798B (en) | Variable cross-section floor slab supporting structure combining H-shaped steel and T-shaped steel and construction method | |
| CN218540709U (en) | Assembled steel-concrete combined supporting system for foundation pit engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |