CN221321944U - Space capsule with wind-resistant and earthquake-resistant frame structure - Google Patents
Space capsule with wind-resistant and earthquake-resistant frame structure Download PDFInfo
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- CN221321944U CN221321944U CN202323335247.2U CN202323335247U CN221321944U CN 221321944 U CN221321944 U CN 221321944U CN 202323335247 U CN202323335247 U CN 202323335247U CN 221321944 U CN221321944 U CN 221321944U
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- frame body
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- 239000002775 capsule Substances 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 230000035939 shock Effects 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 description 9
- 230000002787 reinforcement Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000002349 favourable effect Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009826 distribution Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 208000010125 myocardial infarction Diseases 0.000 description 1
- 230000007847 structural defect Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a space capsule of an anti-wind and anti-vibration frame structure, which comprises a frame body, wherein a top frame is arranged at the top of the frame body, a bottom frame is arranged at the bottom of the frame body, supporting rods are arranged on the outer walls of the top frame and the bottom frame, an air guide frame is arranged on the outer walls of the supporting rods, a reinforcing frame is arranged between the top frame and the bottom frame, a reinforcing rod is arranged between the reinforcing frame and the frame body, a foot is arranged on the outer wall of the air guide frame at the bottom, embedded bolts are arranged in the foot, and fastening nuts are arranged at the top of the embedded bolts.
Description
Technical Field
The utility model belongs to the technical direction of space cabins, and particularly relates to a space cabin with an anti-wind and anti-seismic frame structure.
Background
In recent years, as the application of steel structures is more and more extensive, the building steel structures are increasingly favored by people due to the characteristics of excellent wind resistance and earthquake resistance, light weight, high strength, convenient installation and the like. The whole set of cold-bent wall thin steel production line and technology are adopted, the produced part structure has good whole rigidity and strong deformability, the whole stability of the house can be ensured under typhoon and hurricane environments, and the light steel house can completely resist twelve-level typhoons according to detection of related departments of the building. So far, the space capsule is produced as a flat substitute product of the traditional concrete house.
The space capsule is generally composed of a frame structure and an outer decoration panel, wherein the frame structure is made of galvanized steel pipes, and effective guarantee is provided for wind resistance and shock resistance of the space capsule, so that the performance of the space capsule is concerned by the frame structure of the space capsule. However, most of bridge-column rigid connection nodes of space capsule frame structures in the market are unreasonable in design, so that the conditions of unreasonable node stress, low impact toughness of weld metal, weld defects, triaxial stress residues, structural defects and the like occur, and the safety and stability of the structure are greatly affected in the actual earthquake damage situation. This phenomenon is a problem to be solved by those skilled in the art.
Disclosure of utility model
The utility model aims at solving the problems in the background technology by aiming at the space capsule with the wind-resistant and earthquake-resistant frame structure of the existing device.
In order to solve the technical problems, the utility model provides the following technical scheme: the utility model provides a space capsule of anti-wind antidetonation frame construction, includes the frame body, the top of frame body is provided with the roof-rack, the bottom of frame body is provided with the chassis, the outer wall of roof-rack and chassis all is provided with the bracing piece, the outer wall of bracing piece is provided with the wind-guiding frame, be provided with the reinforcement frame between roof-rack and the chassis, be provided with the stiffening rod between stiffening frame and the frame body, the bottom the outer wall of wind-guiding frame is provided with the footing, the inside of footing is provided with embedded bolt, embedded bolt's top is provided with fastening nut, through being provided with frame body, roof-rack, chassis, bracing piece, wind-guiding frame, stiffening rod, footing, embedded bolt and fastening nut, is favorable to improving the anti-wind and the shock resistance of whole frame construction, the effectual damage condition that has reduced strong wind and earthquake and cause, and then has prolonged life to the security when having improved the use, having satisfied people's work demand, being worth popularizing.
The bracing piece is the slope setting, and the bracing piece is equidistant distribution in the four sides of wind-guiding frame respectively, has made things convenient for the work of airing exhaust, is favorable to increasing the anti-wind effect.
The reinforcing frames are symmetrically distributed between the top frame and the bottom frame in pairs, and one side, close to the frame body, of each reinforcing frame is inclined, so that the structural strength is improved, and the anti-seismic effect is improved.
The reinforcing rods are inclined, and are distributed at equal intervals between the reinforcing frames and the frame body, so that the structural strength is further improved, and the anti-seismic performance is improved.
The height of footing is 250mm, and footing symmetric distribution has two sets of, and every equidistant distribution of group has four, has guaranteed that the wind flows through to the anti wind heart stalk has been improved.
The embedded bolts are connected with the footings in a penetrating mode, four embedded bolts are symmetrically distributed at the bottoms of the footings in pairs, the embedded bolts are conveniently and effectively connected with foundation columns, and the installation strength is guaranteed.
Compared with the prior art, the utility model has the following beneficial effects: in the present utility model, the number of the components,
(1) Through being provided with frame body, roof-rack, chassis, bracing piece, wind-guiding frame, reinforcement frame, stiffening rod, footing, pre-buried bolt and fastening nut, be favorable to improving the anti-wind and the shock resistance of whole frame construction, effectually reduced the damage condition that strong wind and earthquake caused, and then prolonged life to the security when having improved the use has satisfied people's work demand, is worth using widely.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 is a schematic view of the overall structure of the present utility model;
FIG. 2 is a schematic elevational view of the present utility model;
Fig. 3 is a schematic bottom view of the present utility model.
In the figure: 1. a frame body; 2. a top frame; 3. a chassis; 4. a support rod; 5. an air guide frame; 6. a reinforcing frame; 7. a reinforcing rod; 8. a footing; 9. embedding bolts; 10. and (5) fastening the nut.
Detailed Description
The technical scheme of the present utility model is further described in non-limiting detail below with reference to the preferred embodiments and the accompanying drawings. It will be apparent that the described embodiments are only some, but not all, 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.
Referring to fig. 1-3, the present utility model provides the following technical solutions: the utility model provides a space capsule of anti-wind antidetonation frame construction, including frame body 1, the top of frame body 1 is provided with roof-rack 2, the bottom of frame body 1 is provided with chassis 3, the outer wall of roof-rack 2 and chassis 3 all is provided with bracing piece 4, the outer wall of bracing piece 4 is provided with wind-guiding frame 5, be provided with reinforcement frame 6 between roof-rack 2 and the chassis 3, be provided with stiffening rod 7 between reinforcement frame 6 and the frame body 1, the outer wall of bottom wind-guiding frame 5 is provided with footing 8, the inside of footing 8 is provided with embedded bolt 9, the top of embedded bolt 9 is provided with fastening nut 10, through being provided with frame body 1, roof-rack 2, chassis 3, bracing piece 4, wind-guiding frame 5, reinforcement frame 6, stiffening rod 7, footing 8, embedded bolt 9 and fastening nut 10, be favorable to improving the anti-wind and the shock resistance of whole frame construction, the effectual strong wind of having reduced and the damage condition that the earthquake causes, and the security when having improved the use, the work demand of people has been worth popularizing.
It should be noted that, the middle frame body 1, the top frame 2, the bottom frame 3, the supporting rod 4, the air guiding frame 5, the reinforcing frame 6, the reinforcing rod 7 and the bottom feet 8 are all welded, fillet welding is adopted, concentrated stress is reduced, vibration-resistant flexibility is increased, pipe orifice chamfer setting is adopted in butt welding, and a gap of 2-3mm is reserved during butt welding for filling welding wires, so that joint strength is increased.
The supporting rods 4 are obliquely arranged, and the supporting rods 4 are distributed at equal intervals on four sides of the air guide frame 5 respectively, so that air exhaust work is facilitated, and the air resistance effect is improved.
The reinforcing frames 6 are symmetrically distributed between the top frame 2 and the bottom frame 3 in pairs, and one side, close to the frame body 1, of the reinforcing frames 6 is inclined, so that the structural strength is improved, and the anti-seismic effect is improved.
The reinforcing rods 7 are inclined, and the reinforcing rods 7 are distributed between the reinforcing frames 6 and the frame body 1 at equal intervals, so that the structural strength is further improved, and the anti-seismic performance is improved.
The height of the footing 8 is 250mm, two groups of footings 8 are symmetrically distributed, four footings are distributed at equal intervals, and the air flow is ensured to pass through, so that the wind-resistant myocardial infarction is improved.
The embedded bolts 9 are in penetrating connection with the footings 8, and the embedded bolts 9 are symmetrically distributed in pairs at the bottoms of the footings 8, so that the embedded bolts are conveniently and effectively connected with foundation columns, and the installation strength is guaranteed.
When the frame is used, firstly, the frame body 1, the top frame 2, the bottom frame 3, the supporting rods 4, the air guide frame 5 and the reinforcing frame 6 are welded into a whole according to the shape of a drawing, then the top frame 2 is welded to the top of the frame body 1, the bottom frame 3 is welded to the bottom of the frame body 1, then the supporting rods 4 are respectively installed on the outer walls of the top frame 2 and the bottom frame 3, the air guide frame 5 is welded to the top of the top frame 2 and the bottom of the bottom frame 3 through the supporting rods 4, then the reinforcing frame 6 is welded between the top frame 2 and the bottom frame 3, the reinforcing rods 7 are welded between the reinforcing frame 6 and the frame body 1, the footing 8 is welded on the outer wall of the bottom air guide frame 5, so that welding assembly is completed, fillet welding is adopted in the welding process, pipe orifice chamfering is adopted, a gap filling welding wire of 2-3mm is reserved during butt welding, then the embedded bolts 9 are embedded into foundation columns, holes of the footing 8 are installed on the embedded bolts 9, and finally the fastening nuts 10 are connected with the embedded bolts 9 in a threaded mode, and a series of installation work is completed.
In the description of the present utility model, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "front", "rear", "left", "right", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Finally, it should be pointed out that: the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting. Although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may be modified or some technical features may be equivalently replaced, and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (6)
1. The utility model provides a space capsule of anti-wind antidetonation frame construction, includes frame body (1), its characterized in that: the top of frame body (1) is provided with roof-rack (2), the bottom of frame body (1) is provided with chassis (3), the outer wall of roof-rack (2) and chassis (3) all is provided with bracing piece (4), the outer wall of bracing piece (4) is provided with wind-guiding frame (5), be provided with between roof-rack (2) and chassis (3) stiffening frame (6), be provided with stiffening rod (7) between stiffening frame (6) and frame body (1), the bottom the outer wall of wind-guiding frame (5) is provided with footing (8), the inside of footing (8) is provided with pre-buried bolt (9), the top of pre-buried bolt (9) is provided with fastening nut (10).
2. A space capsule of wind-resistant and shock-resistant frame structure according to claim 1, wherein: the supporting rods (4) are obliquely arranged, and the supporting rods (4) are distributed at equal intervals on four sides of the air guide frame (5) respectively.
3. A space capsule of wind-resistant and shock-resistant frame structure according to claim 1, wherein: four reinforcing frames (6) are symmetrically distributed between the top frame (2) and the bottom frame (3), and one side, close to the frame body (1), of each reinforcing frame (6) is inclined.
4. A space capsule of wind-resistant and shock-resistant frame structure according to claim 1, wherein: the reinforcing rods (7) are inclined, and the reinforcing rods (7) are distributed at equal intervals between the reinforcing frames (6) and the frame body (1).
5. A space capsule of wind-resistant and shock-resistant frame structure according to claim 1, wherein: the height of the bottom feet (8) is 250mm, two groups of the bottom feet (8) are symmetrically distributed, and four groups of the bottom feet are distributed at equal intervals.
6. A space capsule of wind-resistant and shock-resistant frame structure according to claim 1, wherein: the embedded bolts (9) are in penetrating connection with the bottom feet (8), and the embedded bolts (9) are symmetrically distributed in pairs at the bottoms of the bottom feet (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323335247.2U CN221321944U (en) | 2023-12-07 | 2023-12-07 | Space capsule with wind-resistant and earthquake-resistant frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323335247.2U CN221321944U (en) | 2023-12-07 | 2023-12-07 | Space capsule with wind-resistant and earthquake-resistant frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221321944U true CN221321944U (en) | 2024-07-12 |
Family
ID=91785232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323335247.2U Active CN221321944U (en) | 2023-12-07 | 2023-12-07 | Space capsule with wind-resistant and earthquake-resistant frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221321944U (en) |
-
2023
- 2023-12-07 CN CN202323335247.2U patent/CN221321944U/en active Active
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