CN221030625U - Assembled large-span metal rack support post furred ceiling binding off project organization - Google Patents
Assembled large-span metal rack support post furred ceiling binding off project organization Download PDFInfo
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- CN221030625U CN221030625U CN202323023983.4U CN202323023983U CN221030625U CN 221030625 U CN221030625 U CN 221030625U CN 202323023983 U CN202323023983 U CN 202323023983U CN 221030625 U CN221030625 U CN 221030625U
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- 239000002184 metal Substances 0.000 title claims abstract description 19
- 230000008520 organization Effects 0.000 title claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000013461 design Methods 0.000 claims abstract description 16
- 238000006243 chemical reaction Methods 0.000 claims abstract description 15
- 239000004567 concrete Substances 0.000 claims description 11
- 239000011381 foam concrete Substances 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 7
- 238000005056 compaction Methods 0.000 claims description 6
- 230000007704 transition Effects 0.000 claims description 2
- 238000005034 decoration Methods 0.000 abstract description 2
- 238000011161 development Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 4
- 230000003139 buffering effect Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses an assembled large-span metal grid support column suspended ceiling closing-in design structure which comprises a steel grid, an elastic connecting component and supporting columns, wherein one end of the elastic connecting component is connected with the steel grid, the other end of the elastic connecting component is connected with the supporting columns, the elastic connecting component comprises an upper connecting seat, a lower connecting seat and an elastic piece, the upper connecting seat is connected with the bottom of the steel grid, the upper connecting seat is detachably connected with the lower connecting seat, the elastic piece is positioned between the upper connecting seat and the lower connecting seat, the lower connecting seat is connected to the supporting columns, connecting plates are respectively arranged on two sides of the lower connecting seat, the bottom ends of the connecting plates are connected with the lower connecting seats, the top ends of the connecting plates are connected with conversion layer keel frames, the conversion layer keel frames are connected to the steel grid through hanging rods, and suspended ceiling decoration plates are arranged on the conversion layer keel frames. The utility model can solve the problem that the rigid connection stress of the net rack and the support column at the bottom of the net rack is easy to deform.
Description
Technical Field
The utility model belongs to the technical field of building decoration, and particularly relates to an assembled large-span metal grid support column ceiling closing-in design structure.
Background
With the rapid development of the building industry in China, the urban process in China and the new rural construction process are continuously accelerated, the continuous development of the building industry in China is promoted to a great extent, but the development of the building industry in China is also in a situation of extensive development to a great extent due to the traditional extensive economic growth mode, especially in the day of increasingly serious resource consumption, the building energy consumption becomes an important aspect of the energy consumption in China at the present stage and becomes one of important factors affecting the environment in China, so based on the background, the green building development and the building energy conservation development of China are promoted on the basis of defining related concepts, and some assembly type technologies are urgently needed to be applied to the building construction industry.
At present, the assembled large suspended ceiling technology is not mature, and the technology at home and abroad is basically finished by adopting a welding technology, and because most of traditional airport terminal suspended ceilings are in grid structures, the grid structures are directly connected with support columns at the bottom, and are in rigid connection, the external force is easy to deform, and the overall appearance is influenced.
Disclosure of utility model
The utility model aims at: in order to solve the problem that the rigid connection stress of the grid frame and the support column at the bottom of the grid frame is easy to deform, the design structure for closing up the suspended ceiling of the support column of the assembled large-span metal grid frame is provided.
In order to achieve the above purpose, the utility model provides an assembled large-span metal grid support column suspended ceiling closing-in design structure, which comprises a steel grid, an elastic connection assembly and supporting columns, wherein one end of the elastic connection assembly is connected with the steel grid, the other end of the elastic connection assembly is connected with the supporting columns, the elastic connection assembly comprises an upper connection seat, a lower connection seat and an elastic piece, the upper connection seat is connected with the bottom of the steel grid, the upper connection seat and the lower connection seat are detachably connected, the elastic piece is positioned between the upper connection seat and the lower connection seat, the lower connection seat is connected with the supporting columns, connecting plates are respectively arranged on two sides of the lower connection seat, the bottom end of each connecting plate is connected with the lower connection seat, the top end of each connecting plate is connected with a conversion layer keel frame, the conversion layer keel frame is connected with the steel grid through a hanging rod, and a suspended ceiling veneer is arranged on the conversion layer keel frame.
As a further description of the above technical solution:
The upper connecting seat is provided with a clamping groove, the lower connecting seat is provided with a clamping part, and the clamping part is clamped on the clamping groove.
As a further description of the above technical solution:
the clamping part is provided with an installation groove, and the elastic piece is installed in the installation groove.
As a further description of the above technical solution:
The bottom of the mounting groove is provided with a first arc-shaped surface, the elastic piece is provided with a second arc-shaped surface matched with the first arc-shaped surface, and the surface of the elastic piece, which is contacted with the upper connecting seat, is a plane.
As a further description of the above technical solution:
the elastic piece is an elastic rubber block.
As a further description of the above technical solution:
The conversion layer keel frame comprises a main keel and an auxiliary keel, wherein the auxiliary keel is connected to the main keel.
As a further description of the above technical solution:
one end of the connecting plate is welded on the secondary joist, a positioning block is arranged on the supporting column, a positioning groove matched with the positioning block is arranged at one end of the connecting plate, and the positioning block is welded with the connecting plate.
As a further description of the above technical solution:
The support column comprises a steel pipe, a foam concrete layer and a self-compaction micro-expansion concrete layer, wherein the foam concrete layer and the self-compaction micro-expansion concrete layer are arranged in the steel pipe, and the foam concrete layer is positioned above the self-compaction micro-expansion concrete layer.
In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows: through set up elastic connection subassembly between steel mesh support column, can realize the flexonics between the steel mesh support column, can play the purpose of buffering through the elastic component after the atress, make the steel mesh be difficult for yielding after the atress, and elastic connection subassembly comprises last connecting seat, lower connecting seat and elastic component, go up the connecting seat and be connected down between the connecting seat the joint, can improve the installation of being convenient for and dismantle, the mounting groove of joint portion has first arcwall face on the lower connecting seat, can make the elastic component atress concentrate in the elastic component center mutually, can be more stable.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of an assembled large-span metal grid support column ceiling closing-in design structure.
Fig. 2 is a schematic structural view of an elastic connection assembly in an assembled large-span metal grid support column ceiling closing-in design structure.
Fig. 3 is a split view of an elastic connection assembly in an assembled large-span metal grid support column ceiling closing-in design structure.
Fig. 4 is a schematic structural view of a support column in an assembled large-span metal grid support column ceiling closing-in design structure.
Fig. 5 is an enlarged view at a in fig. 1.
Fig. 6 is an enlarged view at B in fig. 1.
Legend description:
1. Steel net rack; 2. an elastic connection assembly; 21. an upper connecting seat; 22. a lower connecting seat; 23. an elastic member; 3. a support column; 31. a steel pipe; 32. a foam concrete layer; 33. a dense micro-expansive concrete layer; 4. a connecting plate; 5. a conversion layer dragon skeleton; 51. a main keel; 52. a secondary keel; 6. ceiling veneer; 7. a clamping groove; 8. a clamping part; 9. a mounting groove; 10. and (5) positioning blocks.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In describing embodiments of the present utility model, it should be noted that, the azimuth or positional relationship indicated by the terms "upper", "inner", etc. are based on the azimuth or positional relationship shown in the drawings, or the azimuth or positional relationship that the inventive product is conventionally put in use, are merely for convenience of 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 azimuth, be configured and operated in a specific azimuth, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1-6, the utility model provides an assembled large-span metal grid support column suspended ceiling closing-up design structure, which comprises a steel grid 1, an elastic connection component 2 and a support column 3, wherein one end of the elastic connection component 2 is connected with the steel grid 1, the other end of the elastic connection component 2 is connected with the support column 3, the elastic connection component 2 comprises an upper connection seat 21, a lower connection seat 22 and an elastic piece 23, the upper connection seat 21 is connected with the bottom of the steel grid 1, the upper connection seat 21 is detachably connected with the lower connection seat 22, the elastic piece 23 is positioned between the upper connection seat 21 and the lower connection seat 22, the lower connection seat 22 is connected with the support column 3, two sides of the lower connection seat 22 are respectively provided with a connection plate 4, the bottom end of the connection plate 4 is connected with the lower connection seat 22, the top end of the connection plate 4 is connected with a conversion layer keel frame 5, the conversion layer keel frame 5 is connected with the steel grid 1 through connection, and a suspended ceiling 6 is arranged on the conversion layer keel frame 5.
The upper connecting seat 21 is provided with a clamping groove 7, the lower connecting seat 22 is provided with a clamping part 8, and the clamping part 8 is clamped on the clamping groove 7. Thus, the upper connecting seat and the lower connecting seat are convenient to mount and dismount.
The clamping part 8 is provided with an installation groove 9, and the elastic piece 23 is installed in the installation groove 9. The elastic piece is convenient to install.
The bottom of the mounting groove 9 is provided with a first arc-shaped surface, the elastic piece 23 is provided with a second arc-shaped surface matched with the first arc-shaped surface, and the surface of the elastic piece 23, which is contacted with the upper connecting seat 21, is a plane. The stress phase of the elastic piece can be concentrated in the center of the elastic piece, and the stress is more stable.
The elastic piece 23 is an elastic rubber block.
The transition layer keel frame 5 includes main runners 51 and cross runners 52, the cross runners 52 being attached to the main runners 51. The secondary joist is connected to the main joist through an M12 double-headed screw.
One end of the connecting plate 4 is welded on the secondary joist 52, a positioning block 10 is arranged on the supporting column 3, a positioning groove matched with the positioning block is arranged at one end of the connecting plate 4, and the positioning block 10 is welded with the connecting plate 4. This can make the connection of the connection plates more stable.
The support column 3 comprises a steel pipe 31, a foam concrete layer 32 and a self-compacting micro-expansion concrete layer 33, wherein the foam concrete layer 32 and the self-compacting micro-expansion concrete layer 33 are arranged in the steel pipe 31, and the foam concrete layer 32 is positioned above the self-compacting micro-expansion concrete layer 33. The bearing capacity of the support column can be improved, meanwhile, the self-compaction micro-expansion concrete layer can prevent concrete cracks, and the foam concrete layer is more environment-friendly.
Working principle: through set up elastic connection subassembly between steel mesh support column, can realize the flexonics between the steel mesh support column, can play the purpose of buffering through the elastic component after the atress, make the steel mesh be difficult for yielding after the atress, and elastic connection subassembly comprises last connecting seat, lower connecting seat and elastic component, go up the connecting seat and be connected down between the connecting seat the joint, can improve the installation of being convenient for and dismantle, the mounting groove of joint portion has first arcwall face on the lower connecting seat, can make the elastic component atress concentrate in the elastic component center mutually, can be more stable.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (8)
1. The utility model provides an assembled large-span metal rack supports post furred ceiling binding off project organization, its characterized in that, including steel rack (1), elastic connection subassembly (2) and support column (3), the one end of elastic connection subassembly (2) is connected steel rack (1), the other end of elastic connection subassembly (2) is connected support column (3), elastic connection subassembly (2) include connecting seat (21), lower connecting seat (22) and elastic component (23), go up connecting seat (21) and connect steel rack (1) bottom, go up connecting seat (21) with can dismantle between connecting seat (22) down and be connected, elastic component (23) are located go up connecting seat (21) with between connecting seat (22) down, connecting seat (22) are connected down on support column (3), the both sides of connecting seat (22) are provided with connecting plate (4) respectively, the bottom of connecting plate (4) with connecting seat (22) are connected down, the top of connecting plate (4) is connected with conversion layer (5) conversion layer, it is in through conversion layer (5) conversion frame (5) to go up connecting seat (1), hanging rod (5) are in connection frame (5).
2. The assembly type large-span metal grid support column ceiling closing-in design structure according to claim 1, wherein a clamping groove (7) is formed in the upper connecting seat (21), a clamping portion (8) is arranged on the lower connecting seat (22), and the clamping portion (8) is clamped on the clamping groove (7).
3. The assembly type large-span metal grid support column ceiling closing-in design structure according to claim 2, wherein the clamping portion (8) is provided with a mounting groove (9), and the elastic piece (23) is mounted in the mounting groove (9).
4. The assembly type large-span metal grid support column ceiling closing-in design structure according to claim 3, wherein a first arc-shaped surface is arranged at the bottom of the installation groove (9), a second arc-shaped surface matched with the first arc-shaped surface is arranged on the elastic piece (23), and the surface, contacted with the upper connecting seat (21), of the elastic piece (23) is a plane.
5. The close-up design structure of the assembled large-span metal grid support column suspended ceiling of claim 4, wherein the elastic piece (23) is an elastic rubber block.
6. The fabricated large-span metal grid support column ceiling-mounted enclosure design structure of claim 1, wherein the transition layer grid (5) comprises a main grid (51) and a secondary grid (52), the secondary grid (52) being connected to the main grid (51).
7. The assembly type large-span metal grid support column ceiling closing-in design structure according to claim 6, wherein one end of the connecting plate (4) is welded on the secondary joist (52), a positioning block (10) is arranged on the supporting column (3), a positioning groove matched with the positioning block is arranged at one end of the connecting plate (4), and the positioning block (10) is welded with the connecting plate (4).
8. The assembled large-span metal grid support column suspended ceiling closing-in design structure according to claim 1, wherein the support column (3) comprises a steel pipe (31), a foam concrete layer (32) and a self-compaction micro-expansion concrete layer (33), wherein the foam concrete layer (32) is arranged in the steel pipe (31), and the foam concrete layer (32) is arranged above the self-compaction micro-expansion concrete layer (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323023983.4U CN221030625U (en) | 2023-11-09 | 2023-11-09 | Assembled large-span metal rack support post furred ceiling binding off project organization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323023983.4U CN221030625U (en) | 2023-11-09 | 2023-11-09 | Assembled large-span metal rack support post furred ceiling binding off project organization |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221030625U true CN221030625U (en) | 2024-05-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323023983.4U Active CN221030625U (en) | 2023-11-09 | 2023-11-09 | Assembled large-span metal rack support post furred ceiling binding off project organization |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221030625U (en) |
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- 2023-11-09 CN CN202323023983.4U patent/CN221030625U/en active Active
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