CN112647585A - Steel house device with wind-resistant shockproof structure - Google Patents
Steel house device with wind-resistant shockproof structure Download PDFInfo
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- CN112647585A CN112647585A CN202011485258.7A CN202011485258A CN112647585A CN 112647585 A CN112647585 A CN 112647585A CN 202011485258 A CN202011485258 A CN 202011485258A CN 112647585 A CN112647585 A CN 112647585A
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- roof
- room body
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 89
- 239000010959 steel Substances 0.000 title claims abstract description 89
- 230000035939 shock Effects 0.000 claims abstract description 27
- 238000013016 damping Methods 0.000 claims description 31
- 238000003780 insertion Methods 0.000 claims description 9
- 230000037431 insertion Effects 0.000 claims description 9
- 239000006096 absorbing agent Substances 0.000 claims description 7
- 239000011521 glass Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000010521 absorption reaction Methods 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 7
- 210000001503 joint Anatomy 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 description 3
- 230000001066 destructive effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 241000272165 Charadriidae Species 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Abstract
The invention discloses a steel structure house device with a wind-resistant and earthquake-resistant structure, and relates to the technical field of steel structure houses. Including house basis, the room body, open-air balcony, shock attenuation corbel and roof, the room body construction is on the house basis, open-air balcony construction is in room body rear side, the shock attenuation corbel is installed in room body top, the roof passes through the shock attenuation corbel and installs on the room body. According to the steel structure house device with the wind-resistant and earthquake-resistant structure, the gravel mattress layer with a certain thickness is additionally arranged between the house foundation and the foundation, the damage effect of earthquake waves on a building can be reduced, and the reinforcing steel bar net pieces are additionally arranged on two sides of the outer wall of the house foundation, so that the strength of the masonry is improved, the ductility of the masonry is increased, and the earthquake-resistant capacity of the building is improved; the structure has been assembled to the modularization to the room body has adopted, makes two liang of steel railway carriage or compartment modules butt joint each other fixedly promptly through the prestressing force inserted bar, can make things convenient for the needs of overall arrangement to adjust, and whole construction process is more convenient.
Description
Technical Field
The invention relates to the technical field of steel structure houses, in particular to a steel structure house device with a wind-resistant and earthquake-resistant structure.
Background
Steel structure houses have gradually come into the visual field of people, a steel structure is a structure formed by steel materials and is one of main building structure types, the structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanizing and the like are adopted, so that the steel structure houses can be assembled on site at any time and any place, the whole assembling process is more convenient and quicker, the dead weight is lighter, the construction is simple and convenient, and the steel structure houses are widely applied to outdoor sites.
However, the existing steel structure house is often arranged outdoors, and the outdoor environment may suffer from wind damage, and the existing steel structure house has no windproof anti-seismic structure, so that the anti-seismic effect is poor, and the safety in use is still insufficient.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a steel structure house device with a wind-resistant and earthquake-proof structure, which aims to solve the problems in the prior art.
In order to achieve the purpose, the invention provides the following technical scheme: a steel structure house device with a wind-resistant and earthquake-resistant structure comprises a house foundation, a house body, an open-air balcony, a damping supporting beam and a roof, wherein the house body is built on the house foundation, the open-air balcony is built on the rear side of the house body, the damping supporting beam is installed at the top of the house body, and the roof is installed on the house body through the damping supporting beam;
the building foundation comprises a gravel mattress layer, a concrete retaining wall, a steel bar net piece, a concrete mattress layer, a high-damping rubber support and a steel box beam seat, wherein the concrete retaining wall is enclosed around the gravel mattress layer;
the house body comprises steel compartment modules, prestress insertion rods, outer wall bodies and inner wall bodies, the steel compartment modules are connected through the prestress insertion rods, the outer wall bodies are laid on the outer sides of the steel compartment modules, and the inner wall bodies are laid on the inner sides of the steel compartment modules;
the shock absorption supporting beam comprises a pillar, a pad seat, a diagonal stay bar and a shock absorber, wherein the pad seat is installed on the pillar, the diagonal stay bar is hinged to the pad seat through a pin shaft, and the shock absorber is connected with the diagonal stay bar. .
As a preferable technical scheme of the invention, the concrete cushion layer is jointed on the gravel mattress layer through the steel mesh, and the high-damping rubber supports are uniformly distributed below the steel box girder seat.
As a preferred technical scheme of the invention, door frames are arranged on the front side and the rear side of the house body, and an entrance door is arranged in each door frame.
As a preferable technical scheme of the invention, the left side and the right side of the house body are both provided with window frames, and glass windows are arranged in the window frames.
As a preferred technical scheme of the invention, the open-air balcony is of a stainless steel fence structure, and the steel box girder seat extends to the lower part of the open-air balcony.
As a preferred technical scheme of the invention, the steel chamber modules are of square structures, and the joints among the steel chamber modules are of open structures.
As a preferred technical scheme of the invention, the damping supporting beams are uniformly distributed on the periphery of the top of the house body, and the roof is designed to be overhead through the space between the damping supporting beams and the house body.
As a preferred technical scheme of the invention, the roof comprises frame beams and shear braces, wherein the shear braces are uniformly distributed in the frame beams.
Compared with the prior art, the invention provides a steel structure house device with a wind-resistant and earthquake-resistant structure, which has the following beneficial effects:
1. this steel house device with anti-wind shockproof structure adds certain thick gravel mattress layer between room basis and ground, can help subduct the destructive action of seismic wave to the building to add reinforcing bar net piece in the outer wall both sides of room basis, improve brickwork intensity, increase the ductility of brickwork, reach and improve building shock resistance.
2. This steel house room device with anti-wind shockproof structure, the room body has adopted the modularization to assemble the structure, makes two liang of steel railway carriage or compartment modules dock each other fixedly through the prestressing force inserted bar promptly, can make things convenient for the needs of overall arrangement to adjust, and whole construction process is more convenient.
3. This steel house device with anti-wind shockproof structure, roof and the design of the room body adoption disconnect-type to increased the shock attenuation corbel between the two, had good buffering effect, can cushion great vibrations energy, in order to reduce the impact of roof to the room body structure.
Drawings
FIG. 1 is a schematic structural view of a steel house device with a wind and earthquake resistant structure according to the present invention;
FIG. 2 is a side view of a steel house structure with wind and earthquake resistant structure according to the present invention;
FIG. 3 is a top view of a steel house structure with wind and earthquake resistant structure according to the present invention;
FIG. 4 is a schematic view of a building infrastructure of a steel house installation with wind and earthquake resistant structure according to the present invention;
FIG. 5 is a schematic structural view of a room body of a steel house device with a wind and earthquake resistant structure according to the present invention;
FIG. 6 is a schematic view of a damping corbel structure of a steel house installation with wind and vibration resistant structure according to the present invention;
fig. 7 is a schematic view of a roof structure of a steel house device having a wind and earthquake resistant structure according to the present invention.
In the figure: 1. a house foundation; 2. a house body; 3. an open balcony; 4. a damping corbel; 5. a roof; 6. a gravel mattress layer; 7. a concrete retaining wall; 8. reinforcing mesh sheets; 9. a concrete cushion; 10. a high damping rubber support; 11. a steel box girder base; 12. a steel box module; 13. a prestressed insertion rod; 14. an outer wall body; 15. an inner wall; 16. a pillar; 17. a pad seat; 18. a diagonal draw brace; 19. a shock absorber; 20. a door frame; 21. an entrance door; 22. a window frame; 23. a glass window; 24. a frame beam; 25. shear braces.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 7, a steel house device with a wind and earthquake resistant structure includes a house foundation 1, a house body 2, an open balcony 3, a damping corbel 4 and a roof 5, wherein the house body 2 is built on the house foundation 1, the open balcony 3 is built on the rear side of the house body 2, the damping corbel 4 is mounted on the top of the house body 2, and the roof 5 is mounted on the house body 2 through the damping corbel 4;
the house foundation 1 comprises a gravel mattress layer 6, a concrete retaining wall 7, a steel bar net piece 8, a concrete mattress layer 9, a high-damping rubber support 10 and a steel box beam seat 11, wherein the concrete retaining wall 7 is enclosed around the gravel mattress layer 6, the steel bar net piece 8 is paved on the gravel mattress layer 6 and the concrete retaining wall 7, the concrete mattress layer 9 is piled on the steel bar net piece 8, the high-damping rubber support 10 is installed on the concrete mattress layer 9, the steel box beam seat 11 is paved on the concrete mattress layer 9 through the high-damping rubber support 10, the gravel mattress layer 6 with a certain thickness is additionally arranged between the house foundation 1 and a foundation, the damage effect of earthquake waves on buildings can be reduced, the steel bar net pieces 8 are additionally arranged on two sides of the outer wall of the house foundation 1, the strength of the building is improved, the ductility of the building is increased, and the earthquake resistance is improved;
the building body 2 comprises steel compartment modules 12, prestressed insertion rods 13, outer wall bodies 14 and inner wall bodies 15, the steel compartment modules 12 are connected through the prestressed insertion rods 13, the outer wall bodies 14 are built on the outer sides of the steel compartment modules 12, the inner wall bodies 15 are built on the inner sides of the steel compartment modules 12, the building body 2 is of a modular assembly structure, namely the steel compartment modules 12 are mutually butted and fixed in pairs through the prestressed insertion rods 13, the layout can be conveniently adjusted, and the whole construction process is more convenient;
the shock attenuation strutbeam 4 includes pillar 16, bolster 17, draws vaulting pole 18 and bumper shock absorber 19 to one side, bolster 17 is installed on pillar 16, it articulates on bolster 17 through the round pin axle to draw vaulting pole 18 to one side, bumper shock absorber 19 is connected with drawing vaulting pole 18 to one side, and roof 5 and the room body 2 adopt the design of disconnect-type to increased shock attenuation strutbeam 4 between the two, had good buffering effect, can cushion great vibrations energy, in order to reduce the impact of roof 5 to the room body 2 structure.
As a specific technical solution of this embodiment, the concrete cushion layer 9 is joined to the gravel cushion layer 6 through the steel mesh 8, and the high-damping rubber supports 10 are uniformly distributed under the steel box girder base 11.
In the embodiment, the high-damping rubber support 10 has higher equivalent viscous damping, namely higher energy consumption, obvious shock absorption and isolation effects, and can effectively control the seismic reaction of the shock isolation structure.
As a specific technical solution of this embodiment, door frames 20 are installed on both front and rear sides of the room body 2, and an entrance door 21 is installed in the door frame 20.
In this embodiment, the door frame 20 is a connecting member between the door 21 and the house body 2, and can increase the structural strength of the house hole of the house body 2.
As a specific technical solution of this embodiment, the window frames 22 are installed on both left and right sides of the room body 2, and the glass windows 23 are installed in the window frames 22.
In this embodiment, the window frame 22 is a connecting member between the glass window 23 and the room body 2, and can also increase the structural strength of the window opening of the room body 2.
As a specific solution of this embodiment, the open balcony 3 is a stainless steel fence structure, and the steel box girder base 11 extends to below the open balcony 3.
In the embodiment, the open balcony 3 can enjoy the warm-up sunlight and gentle breeze without leaving the house, thereby adding fun and comfort to daily life.
As a specific technical solution of this embodiment, the steel chamber modules 12 are of a square structure, and the joints between the steel chamber modules 12 are of an open structure.
In this embodiment, the structure is assembled to the modularization that has been adopted to the room body 2, makes steel railway carriage or compartment module 12 dock each other fixedly through prestressing force inserted bar 13 promptly, can make things convenient for the needs of overall arrangement to adjust, and whole construction process is more convenient.
As a specific technical scheme of this embodiment, shock attenuation corbel 4 evenly distributed is around 2 tops of the room body, roof 5 is for built on stilts design between 4 and the room body 2 through shock attenuation corbel.
In this embodiment, the damping corbel 4 has a good damping effect, and can damp large vibration energy to reduce the impact of the roof 5 on the structure of the house body 2.
As a specific technical solution of this embodiment, the roof 5 includes frame beams 24 and shear braces 25, and the shear braces 25 are uniformly distributed in the frame beams 24.
In this embodiment, the shear brace 25 has a certain load, and can effectively prevent the roof 5 from being damaged.
The working principle and the using process of the invention are as follows: when using, add certain thick gravel mattress layer 6 between room basis 1 and ground, can help subducing the destructive action of seismic wave to the building, and add reinforcing bar net piece 8 in room basis 1's outer wall both sides, improve brickwork intensity, increase the ductility of brickwork, reach and improve the building shock resistance, high damping rubber support 10 has the viscous damping of higher equivalent simultaneously, there is higher power consumption nature promptly, shock attenuation shock insulation effect is showing, the room body 2 has adopted the modularization to assemble the structure, make steel railway carriage or compartment module 12 fixed each other butt joint between two liang through prestressing force inserted bar 13 promptly, whole construction process is more convenient, roof 5 and the design that the room body 2 adopted the disconnect-type, and increased shock attenuation strutbeam 4 between the two, good buffering effect has, can cushion great vibrations energy.
In conclusion, according to the steel structure house device with the wind and shock resisting structure, the gravel mattress layer 6 with a certain thickness is additionally arranged between the house foundation 1 and the foundation to help reduce the damage of seismic waves to the building, and the reinforcing steel bar net pieces 8 are additionally arranged on the two sides of the outer wall of the house foundation 1 to improve the strength of the masonry, increase the ductility of the masonry and achieve the aim of improving the earthquake resistance of the building; the house body 2 adopts a modular assembly structure, namely the steel chamber modules 12 are mutually butted and fixed in pairs through the prestress insertion rods 13, so that the layout can be conveniently adjusted, and the whole construction process is more convenient; roof 5 and the design of the room body 2 adoption disconnect-type to increased shock attenuation corbel 4 between the two, had good cushioning effect, can cushion great vibrations energy, in order to reduce the impact of roof 5 to the room body 2 structure.
It should be noted that, in this document, terms such as "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a steel house room device with anti-wind shockproof structure, includes house basis (1), the room body (2), open-air balcony (3), shock attenuation corbel frame (4) and roof (5), its characterized in that: the house body (2) is built on a house foundation (1), the open-air balcony (3) is built on the rear side of the house body (2), the damping supporting beam (4) is installed at the top of the house body (2), and the roof (5) is installed on the house body (2) through the damping supporting beam (4);
the house foundation (1) comprises a gravel mattress layer (6), a concrete retaining wall (7), a steel bar net piece (8), a concrete mattress layer (9), a high-damping rubber support (10) and a steel box beam seat (11), wherein the concrete retaining wall (7) is enclosed around the gravel mattress layer (6), the steel bar net piece (8) is laid on the gravel mattress layer (6) and the concrete retaining wall (7), the concrete mattress layer (9) is stacked on the steel bar net piece (8), the high-damping rubber support (10) is installed on the concrete mattress layer (9), and the steel box beam seat (11) is laid on the concrete mattress layer (9) through the high-damping rubber support (10);
the house body (2) comprises steel compartment modules (12), prestress insertion rods (13), outer wall bodies (14) and inner wall bodies (15), the steel compartment modules (12) are connected through the prestress insertion rods (13), the outer wall bodies (14) are laid on the outer sides of the steel compartment modules (12), and the inner wall bodies (15) are laid on the inner sides of the steel compartment modules (12);
the shock absorption support beam (4) comprises a strut (16), a pad seat (17), a diagonal brace rod (18) and a shock absorber (19), the pad seat (17) is installed on the strut (16), the diagonal brace rod (18) is hinged to the pad seat (17) through a pin shaft, and the shock absorber (19) is connected with the diagonal brace rod (18).
2. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: concrete bed course (9) pass through reinforcing bar net piece (8) joint on gravel mattress bed course (6), high damping rubber support (10) evenly distributed is under steel box beam seat (11).
3. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: door frames (20) are installed on the front side and the rear side of the house body (2), and an entrance door (21) is installed in each door frame (20).
4. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: window frames (22) are installed on the left side and the right side of the house body (2), and glass windows (23) are installed in the window frames (22).
5. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: the open-air balcony (3) is a stainless steel fence structure, and the steel box girder seat (11) extends to the lower part of the open-air balcony (3).
6. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: the steel compartment modules (12) are of square structures, and the joints of the steel compartment modules (12) are of open structures.
7. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: damping corbel (4) evenly distributed is around the roof body (2) top, roof (5) are through the overhead design between damping corbel (4) and the room body (2).
8. The steel structure building device with wind and earthquake resistant structure as claimed in claim 1, wherein: the roof (5) comprises frame beams (24) and shear braces (25), and the shear braces (25) are uniformly distributed in the frame beams (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011485258.7A CN112647585A (en) | 2020-12-16 | 2020-12-16 | Steel house device with wind-resistant shockproof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011485258.7A CN112647585A (en) | 2020-12-16 | 2020-12-16 | Steel house device with wind-resistant shockproof structure |
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| Publication Number | Publication Date |
|---|---|
| CN112647585A true CN112647585A (en) | 2021-04-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011485258.7A Pending CN112647585A (en) | 2020-12-16 | 2020-12-16 | Steel house device with wind-resistant shockproof structure |
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| Country | Link |
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| CN (1) | CN112647585A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11091926B1 (en) * | 2018-09-26 | 2021-08-17 | Beijing Normal University | Building earthquake resistance structure and earthquake resistance method |
| CN117108121A (en) * | 2023-10-10 | 2023-11-24 | 宁波亿润建设有限公司 | Wind-resistant damping steel structure factory building and construction process thereof |
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Application publication date: 20210413 |