CN221193883U - Special-shaped curtain wall refined T-shaped steel keel structure - Google Patents
Special-shaped curtain wall refined T-shaped steel keel structure Download PDFInfo
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- CN221193883U CN221193883U CN202323136641.3U CN202323136641U CN221193883U CN 221193883 U CN221193883 U CN 221193883U CN 202323136641 U CN202323136641 U CN 202323136641U CN 221193883 U CN221193883 U CN 221193883U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 108
- 239000010959 steel Substances 0.000 title claims abstract description 108
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 29
- 239000012634 fragment Substances 0.000 claims description 12
- 230000002159 abnormal effect Effects 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000010030 laminating Methods 0.000 claims 1
- 238000007670 refining Methods 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000008093 supporting effect Effects 0.000 description 16
- 238000005728 strengthening Methods 0.000 description 9
- 230000002787 reinforcement Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 206010040007 Sense of oppression Diseases 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model relates to a special-shaped curtain wall refined T-shaped steel keel structure which comprises a main steel plate, wherein the main steel plate is in a T-shaped arrangement, a main keel is arranged on the top side of the main steel plate, the main keel is fixed on the top of the main steel plate through bolts, an empty groove is formed in the middle of the side edge of the main steel plate, and a reinforcing component is arranged in the empty groove. The beneficial effects are that: according to the utility model, the arranged reinforcing components can be rapidly dispersed downwards after the main joist is stressed, and the acting force born by the main joist from all directions can be dispersed through the reinforcing components, so that the stability of the main joist and the main steel plate in use is ensured, meanwhile, the stability of integral connection can be ensured through the arranged reinforcing components in use, the deformation and fracture of the main joist and the main steel plate can not occur, and the strength of integral support is increased.
Description
Technical Field
The utility model relates to the technical field of special-shaped curtain wall T-shaped cylinder keel structures, in particular to a special-shaped curtain wall refined T-shaped steel keel structure.
Background
Along with the improvement of the economic development level, the innovation of the design method and the design concept and the progress of the construction technology, the building curtain wall gradually develops from singleness, regularity to diversification and complexity. Architects are pursuing unique building effects, and are no longer satisfied with regular and moderate building designs, and on the premise of realizing the use functions, the building shape is increasingly complex.
But along with the diversification of curtain, T shape steel and fossil fragments that used for curtain furred ceiling have certain debilitation when using, and normal use's T shape steel and fossil fragments belong to perpendicular installation when using, directly hang with the top, conveniently support, but will make when being used for abnormal shape curtain T shape steel and fossil fragments need the power that receives no longer go straight ahead, still can receive the holding power of other directions, and current T shape steel fossil fragments structure just is insufficient to support abnormal shape curtain to influence the support of abnormal shape curtain furred ceiling.
Disclosure of utility model
According to the defects existing in the prior art, the utility model aims to provide the special-shaped curtain wall refined T-shaped steel keel structure, which has the effects of increasing the integral supporting strength of the main keel and the main steel plate and preventing the main steel plate and the main keel from being deformed or broken due to the pressing force from all directions, thereby increasing the integral supporting capacity of the main steel plate and the main keel in the special-shaped curtain wall.
The technical aim of the utility model is realized by the following technical scheme:
the utility model provides a refined T shaped steel fossil fragments structure of abnormal shape curtain, includes the main steel sheet, the main steel sheet is T shape setting, the top side of main steel sheet is provided with the main joist, the main joist passes through the bolt fastening the top of main steel sheet, the empty slot has been seted up at the side middle part of main steel sheet, be provided with the enhancement subassembly in the empty slot.
Through adopting above-mentioned technical scheme, carry out the main support through main steel sheet and the main joist that set up, increase the whole supporting strength of main joist and main steel sheet through the additional strengthening who sets up, prevent to lead to main steel sheet and main joist to warp or fracture from the oppression power of all directions to increased the whole bearing capacity of main steel sheet and main joist in abnormal shape curtain.
The present utility model may be further configured in a preferred example to: the reinforcing component comprises auxiliary keels, the auxiliary keels are installed in the empty slots, and the auxiliary keels are located on the two sides of the empty slots and are equal in exposed length.
Through adopting above-mentioned technical scheme, increase the holding power at main steel sheet and main joist middle part through the auxiliary joist that sets up to prevent that main joist middle part from taking place to oppress and leading to back pressure deformation.
The present utility model may be further configured in a preferred example to: the hollow groove is internally provided with support steel at the bottom of the auxiliary keel, the support steel is in V-shaped arrangement, an auxiliary steel plate is arranged at the bottom in the support steel, the auxiliary steel plate is in T-shaped arrangement, and the top of the auxiliary steel plate is attached to the support steel.
Through adopting above-mentioned technical scheme, increase the holistic supporting property of false keel through the supporting steel of setting and the vice steel sheet of setting to the supporting property of main joist and main steel sheet when using has been increased.
The present utility model may be further configured in a preferred example to: the end bottom sides of the main steel plates are respectively provided with a supporting rod, two side steel plates are respectively arranged between the end parts of the supporting rods, and the top of each side steel plate is provided with a side keel.
Through adopting above-mentioned technical scheme, through bracing piece and the limit steel sheet of setting and the limit fossil fragments of setting that set up when using make main joist and main steel sheet atress can disperse the atress for wholly carry out the atress, increase holistic supporting property.
The present utility model may be further configured in a preferred example to: the main steel plate bottom edge corner and the auxiliary keel top corner are respectively provided with a main reinforcing rib, wherein a main reinforcing steel chain is respectively arranged between the main steel plate bottom edge corner and two main reinforcing ribs close to each other on the auxiliary keel.
Through adopting above-mentioned technical scheme, through the main strengthening rib that sets up and the main strengthening steel chain that sets up, increase the stability between main steel sheet and the vice steel sheet to can not influence main steel sheet and vice steel sheet after having guaranteed main joist atress, increase the stability of bulk connection.
The present utility model may be further configured in a preferred example to: the auxiliary keels are positioned in the middle of two sides of the empty slot and are provided with auxiliary reinforcing ribs at corners of the top of the main keels, and auxiliary reinforcing chains are arranged between the auxiliary keels and the two auxiliary reinforcing ribs which are close to each other on the main keels.
Through adopting above-mentioned technical scheme, through the cooperation of the vice strengthening rib and the vice strengthening chain that set up, stability between main joist and the vice fossil fragments when using to can disperse fast on vice fossil fragments and the main steel sheet after the main joist atress, increased the stability of bulk connection.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. The main joist can be rapidly downwards dispersed after being stressed by the arranged reinforcing component, and the acting force born by the main joist in all directions can be dispersed by the reinforcing component, so that the stability of the main joist and the main steel plate in use is ensured, meanwhile, the stability of integral connection can be ensured by the arranged reinforcing component in use, the deformation and fracture of the main joist and the main steel plate can not occur, and the strength of integral support is increased;
2. Support steel and the vice steel sheet through the auxiliary joist that sets up and setting can carry out independent enhancement support to the main joist when using to can prevent the main joist from the circumstances of middle fracture deformation, simultaneously through the limit fossil fragments that set up and the bracing piece that sets up, can bear the atress that disperses from main joist, thereby increased holistic atress intensity, and then the holistic stability of increase.
Drawings
FIG. 1 is a schematic view of the overall structure of the present embodiment;
FIG. 2 is a schematic side view of the present embodiment;
fig. 3 is a schematic diagram of the front structure of the present embodiment.
In the figure, 1, a main steel plate; 2. a main keel; 3. a hollow groove; 4. a reinforcement assembly; 5. a secondary keel; 6. supporting steel; 7. an auxiliary steel plate; 8. a support rod; 9. edge steel plates; 10. edge keels; 11. a main reinforcing rib; 12. a main reinforcing steel chain; 13. auxiliary reinforcing ribs; 14. and a secondary reinforcement chain.
Detailed Description
The present utility model will be described in further detail with reference to the accompanying drawings.
Examples:
Referring to fig. 1-3, the special-shaped curtain wall refined T-shaped steel keel structure disclosed by the utility model comprises a main steel plate 1, wherein the main steel plate 1 is in a T-shaped arrangement, a main keel 2 is arranged on the top side of the main steel plate 1, the main keel 2 is fixed on the top of the main steel plate 1 through bolts, a hollow groove 3 is formed in the middle of the side edge of the main steel plate 1, and a reinforcing component 4 is arranged in the hollow groove 3.
In this embodiment, when using, main support in the main joist 2 through setting up and the main steel sheet 1 seat abnormal shape curtain that sets up, when the atress from all directions, can be fast down dispersed after main joist 2 atress through the reinforcement assembly 4 that sets up, the effort that main joist 2 received from all directions is scattered to accessible reinforcement assembly 4, thereby guaranteed main joist 2 and main steel sheet 1 stability when using, the stability of whole connection can be guaranteed when using to accessible reinforcement assembly 4 that sets up simultaneously, the condition of main joist 2 and main steel sheet 1 deformation fracture can not appear, the intensity of whole support has been increased.
Referring to fig. 1, the reinforcing component 4 comprises an auxiliary keel 5, the auxiliary keel 5 is installed in the empty groove 3, the auxiliary keel 5 is located in the same length exposed out of two sides of the empty groove 3, the supporting steel 6 is arranged at the bottom of the auxiliary keel 5 in the empty groove 3, the supporting steel 6 is arranged in a V shape, an auxiliary steel plate 7 is arranged at the inner bottom side of the supporting steel 6, the auxiliary steel plate 7 is arranged in a T shape, the top of the auxiliary steel plate 7 is attached to the supporting steel 6, supporting rods 8 are arranged at the bottom side of the end part of the main steel plate 1, edge steel plates 9 are arranged between the end parts of the two supporting rods 8, and edge keels 10 are arranged at the top of the edge steel plates 9.
In this embodiment, support can be strengthened alone to main joist 2 when using through the auxiliary joist 5 that sets up and the bracing piece 6 and the auxiliary steel plate 7 that set up to can prevent the condition of main joist 2 from middle fracture deformation, simultaneously through the limit fossil fragments 10 that set up and bracing piece 8 that set up, can bear the atress that distributes down from main joist 2, thereby increased holistic atress intensity, and then the holistic stability of increase.
Referring to fig. 1, the corners of the bottom edge of the main steel plate 1 and the corners of the top of the auxiliary keel 5 are respectively provided with a main reinforcing rib 11, wherein a main reinforcing steel chain 12 is respectively arranged between the corners of the bottom edge of the main steel plate 1 and the two main reinforcing ribs 11 which are close to each other on the auxiliary keel 5, the auxiliary keel 5 is positioned in the middle of two sides of the empty slot 3 and the corners of the top of the main keel 2 are respectively provided with an auxiliary reinforcing rib 13, and an auxiliary reinforcing chain 14 is respectively arranged between the auxiliary keel 5 and the two auxiliary reinforcing ribs 13 which are close to each other on the main keel 2.
In this embodiment, through main strengthening rib 11 and main strengthening chain that set up cooperate with vice strengthening rib 13 and vice strengthening chain 14 when using for can be quick dispersion to auxiliary joist 5 and limit fossil fragments 10 department when main joist 2 atress, further support on to auxiliary steel sheet 7 and limit steel sheet 9, thereby increased the stability and the holistic support strength of integral connection, can come from the oppression of all directions to special-shaped curtain, increased the practicality.
The embodiments of the present utility model are all preferred embodiments of the present utility model, and are not intended to limit the scope of the present utility model in this way, therefore: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (6)
1. The utility model provides a refined T shaped steel fossil fragments structure of abnormal shape curtain, includes main steel sheet (1), its characterized in that: main steel sheet (1) are T shape setting, the top side of main steel sheet (1) is provided with main joist (2), main joist (2) are in through bolt fastening the top of main steel sheet (1), empty slot (3) have been seted up at the side middle part of main steel sheet (1), be provided with in empty slot (3) and strengthen subassembly (4).
2. The profiled curtain wall refined T-section steel keel structure as defined in claim 1, wherein: the reinforcing component (4) comprises a secondary keel (5), the secondary keel (5) is installed in the empty groove (3), and the secondary keel (5) is located at the two sides of the empty groove (3) and is equal in exposed length.
3. The profiled curtain wall refined T-section steel keel structure according to claim 2, wherein: the bottom that lies in recess (3) auxiliary joist (5) is provided with support steel (6), support steel (6) are V font setting, the interior bottom of support steel (6) is provided with auxiliary steel board (7), auxiliary steel board (7) are T font setting, just the top of auxiliary steel board (7) with support steel (6) laminating.
4. A profiled curtain wall refining T-bar keel structure according to claim 3, wherein: the main steel plate (1) is characterized in that support rods (8) are arranged at the bottom sides of the end parts of the main steel plate (1), edge steel plates (9) are arranged between the end parts of the support rods (8), and edge keels (10) are arranged at the tops of the edge steel plates (9).
5. The profiled curtain wall refined T-section steel keel structure as defined in claim 4, wherein: the main steel plate (1) bottom edge corner and the auxiliary keel (5) top corner are both provided with main reinforcing ribs (11), wherein main reinforcing steel chains (12) are arranged between the main reinforcing ribs (11) and two adjacent main reinforcing ribs (11) on the auxiliary keel (5) at the main steel plate (1) bottom edge corner.
6. The profiled curtain wall refined T-section steel keel structure as defined in claim 5, wherein: the auxiliary keels (5) are located in the middle of two sides of the empty groove (3) and at the corners of the top of the main keels (2), auxiliary reinforcing ribs (13) are arranged, and auxiliary reinforcing chains (14) are arranged between the auxiliary keels (5) and the two auxiliary reinforcing ribs (13) which are close to each other on the main keels (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323136641.3U CN221193883U (en) | 2023-11-21 | 2023-11-21 | Special-shaped curtain wall refined T-shaped steel keel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323136641.3U CN221193883U (en) | 2023-11-21 | 2023-11-21 | Special-shaped curtain wall refined T-shaped steel keel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221193883U true CN221193883U (en) | 2024-06-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323136641.3U Active CN221193883U (en) | 2023-11-21 | 2023-11-21 | Special-shaped curtain wall refined T-shaped steel keel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221193883U (en) |
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2023
- 2023-11-21 CN CN202323136641.3U patent/CN221193883U/en active Active
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