CN101892760A - Indoor earthquake-proof house - Google Patents
Indoor earthquake-proof house Download PDFInfo
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- CN101892760A CN101892760A CN 201010152059 CN201010152059A CN101892760A CN 101892760 A CN101892760 A CN 101892760A CN 201010152059 CN201010152059 CN 201010152059 CN 201010152059 A CN201010152059 A CN 201010152059A CN 101892760 A CN101892760 A CN 101892760A
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Abstract
The invention discloses an indoor earthquake-proof house. The earthquake-proof house can be arranged in a residential house and the earthquake-proof house body consists of a compression-resistant wall and a compression-resistant pedestal; the compression-resistant wall is matched with the compression-resistant pedestal, is formed by connecting and combining a plurality of compression-resistant wall plates and is fixed on the compression-resistant pedestal; the compression-resistant pedestal consists of a compression-resistant floor and a base frame; the compression-resistant floor is matched with the base frame and the compression-resistant wall and is formed by connecting and combining a plurality of compression-resistant floor blocks; two sides of the compression-resistant floor are fixedly connected with the base frame and the compression-resistant wall respectively; and the base frame is formed by connecting and combining a plurality of brackets. The indoor earthquake-proof house has a simple structure, is conveniently arranged indoor, has strong compression-resistant, can withstand a collapsed wall and protects life safety of residents to a certain degree.
Description
Technical field:
The present invention relates to a kind of house, be specifically related to a kind of indoor earthquake-proof house of within residenter house, assembling and coming into operation.
Background technology:
Our common anti-vibration house mainly contains following several at present:
Multi-story masonry building: be to be Aseismic Structure System with masonry (non-reinforced masonry or reinforced masonry) seismic structural wall, earthquake resistant wall, wherein the structural system based on horizontal wall load-bearing is more favourable, the horizontal seismic structural wall, earthquake resistant wall of load-bearing cross wall double as, vertically the self-supporting wall also can adopt longitudinal and transverse wall mixing load-bearing in case of necessity as vertical seismic structural wall, earthquake resistant wall.
Multilayer inner frame house: refer to that exterior wall is (or pilaster) load-bearing of brick wall buttress, inner prop is the house of reinforced concrete pile load-bearing, and being applicable to needs than large space or use and go up the light industry factory building that requires to have spacious hall and civilian public building etc. on the technology.
The bottom frame brick house: bottom requires to have than large space does shop, service hall etc., and top then is more dwelling house of partition wall or office building, is a kind of material difference, discontinuous structural system of strength and stiffness up and down, and strict requirement is arranged in seismic design.
Frame construction: be applied to the industrial construction of multilayer and high-rise civil building and multilayer, the architectural plane flexible arrangement is easy to arrange than big room more.But the pure frame structure lateral rigidity is little, belongs to flexible structure, so its number of plies and highly all be subjected to certain limitation.
Frame shear-wall structure: arrange suitable seismic structural wall, earthquake resistant wall at the vertical and horizontal of multilayer and high-rise reinforced concrete building, and form the structural system of frame shear-wall collaborative work with frame construction.The interlayer displacement reduces than pure frame structure is remarkable under geological process, so its building height can be high a lot.
The seismic structural wall, earthquake resistant wall structure.Be the structural system of all forming by longitudinal and transverse seismic structural wall, earthquake resistant wall, its good seismic performance, extensive use in buildings such as high residential building, apartment, hotel.
Above-mentioned various anti-vibration houses just to a kind of improvement in existing house, improve its anti-seismic performance.But the final function in this house is to be used for living, and is not to be used for antidetonation, so its anti-seismic performance is limited.
If with the opposing macroseism is purpose, can consume substantial contribution again directly for the way of the residenter house reinforcing of reinforced concrete material, building costs is risen violently.
For this reason, people design the house that is specifically designed to antidetonation, and this class house generally all is to build on outdoor vacant lot, and the structure in this house has high anti-seismic performance, and people can hide earthquake in such house.But this class house is to be built on the outdoor vacant lot, because the restriction in vacant lot, it can't be promoted on a large scale and on a large scale; The resident must leave original house and live in the outdoor anti-vibration house again in order to hide earthquake simultaneously, and this makes troubles for resident's life.Therefore very poor of the practicality of the outdoor anti-vibration house of this class is difficult to implement in practice.
Summary of the invention:
The present invention is in order to solve the limitation of the existing outdoor anti-vibration house scope of application; and reinforced steel cement house is to reach the expensive property of antidetonation purpose; and provide a kind of indoor earthquake-proof house of glass fiber reinforced plastics composite material interlayer compression-resistant structure; this anti-vibration house can be assembled within residenter house and come into operation; the harm that house collapses human body is caused when being used to resist earthquake, thus resident's life security protected to a certain extent.
In order to achieve the above object, the present invention adopts following technical scheme:
A kind of indoor earthquake-proof house, it comprises an anti-vibration house body, described anti-vibration house body can be placed in the indoor of residenter house.
Described anti-vibration house body is made up of resistance to compression body of wall and resistance to compression base, and described resistance to compression body of wall matches with the resistance to compression base, and it is combined by some resistance to compression wallboards connections, and is fixed on the resistance to compression base; Described resistance to compression base is made up of resistance to compression floor and foundation frame, matches with foundation frame and resistance to compression body of wall in described resistance to compression floor, and it is combined by some resistance to compression floor board block connections, and the two sides on described resistance to compression floor is fixedly connected with foundation frame and resistance to compression body of wall respectively; Described foundation frame is combined by some supports connections.
Described anti-vibration house body is an intercept sphere, and described resistance to compression wallboard is the spherical cambered surface shape, and interconnects and be combined into the resistance to compression body of wall that is the intercept sphere shape; Described resistance to compression floor board block is fan-shaped, and interconnects and be combined into rounded resistance to compression floor; Described support is circular-arc, and interconnects and be combined into circular foundation frame; Described circular foundation frame and circular resistance to compression floor connect to form circular resistance to compression base, and match with the resistance to compression body of wall of intercept sphere shape.
The height of described anti-vibration house body is 2.0-2.5m, and inside diameter is 2.5-3.0m, and bottom width is 2.0-2.6m.
Resistance to compression wallboard in the described resistance to compression body of wall and the resistance to compression floor board block in the resistance to compression floor adopt glass fiber reinforced plastics composite material to make, and are measuring body sandwich, are provided with sandwich material in the described sandwich.
Described sandwich material is a light material.
Described foundation frame is the alloy material.
The present invention who obtains according to technique scheme has the following advantages:
(1) can within residenter house, assemble and come into operation
Floor space of the present invention is less, and each assembly is installed easy to connect, can assemble within residenter house and come into operation.The resident needn't leave the harm that earthquake just can be hidden in own original residence, and this will bring very big facility to resident's life.
(2) cost is relatively low, but very high generalization is arranged
Can consume substantial contribution directly for the way of the residenter house reinforcing of reinforced concrete material, building costs is risen violently, and the construction cost of outdoor anti-vibration house is relatively also higher; The present invention with respect to for volume little, floor space is little, and is in light weight, used main material is glass fiber reinforced plastics composite material and light-weight filler, cost is relatively low, vast ordinary people can be accepted.
(3) wave is good
Wallboard among the present invention and floor all are to adopt glass fiber reinforced plastics composite material, normal attribute according to material, has good wave, electromagnetic microwave such as mobile phone signal, radar wave all have a good penetrance, when in described indoor earthquake-proof house, using communication apparatus such as mobile phone, Walkie talkie as the resident, can receive signal smoothly.
(4) high-strength light, the environment-protecting asepsis evil
Main body construction material of the present invention is a glass fiber reinforced plastics composite material, and sandwich material is light material foam and cork wood, and connector is the high-strength structure bolt, and basic ring stand is the light-high-strength alloy material, high-strength light.Described glass fiber reinforced plastics composite material is that high strength fibre strengthens the food level resin manufacturing, the environment-protecting asepsis evil.
Description of drawings:
Further specify the present invention below in conjunction with the drawings and specific embodiments.
Fig. 1 is a structural representation of the present invention.
Fig. 2 a is first kind resistance to compression structure of wall schematic diagram among the present invention.
Fig. 2 b is the second type resistance to compression structure of wall schematic diagram among the present invention.
Fig. 2 c is the 3rd type resistance to compression structure of wall schematic diagram among the present invention.
Fig. 2 d is the 4th type resistance to compression structure of wall schematic diagram among the present invention.
Fig. 2 e is the 5th type resistance to compression structure of wall schematic diagram among the present invention.
Fig. 3 is the structural representation on resistance to compression floor among the present invention.
Fig. 4 a is the structural representation of each parts in the foundation frame among the present invention.
Fig. 4 b is the structural representation after the foundation frame combination among the present invention.
Fig. 5 is the structural representation after the present invention assembling.
The specific embodiment:
For technological means, creation characteristic that the present invention is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the present invention.
The anti-vibration house that the present invention improves is placed in the general residenter house, because this house at first plays the inhabitation effect, so its material that is adopted must be environment friendly and pollution-free, and can not influence people's normal life, for example have good wave, the penetrance of electromagnetic microwaves such as mobile phone signal, radar wave is wanted height or the like; Moreover this house also plays antihunt action, so must have very strong anti-pressure ability to himself; Be placed in simultaneously indoor, structurally can not be too huge and complicated, and weight can not be too heavy.
At above-mentioned requirements, the invention provides indoor earthquake-proof house as shown in Figure 1, this anti-vibration house integral body is placed in the indoor of general residenter house, so its whole size adapts with generally house is indoor.
Referring to Fig. 1, the present invention structurally mainly by at the bottom of resistance to compression body of wall 100 and the resistance to compression 200 connect to form.Wherein, being made up of some resistance to compression wallboards that cooperatively interact of resistance to compression body of wall 100, such package assembly makes that agent structure of the present invention is simple, is convenient in indoor installation, and these resistance to compression body of wall 100 overall fixed are on resistance to compression base 200 simultaneously.
Resistance to compression base 200 is made up of resistance to compression floor 201 and foundation frame 202, match with foundation frame 202 and resistance to compression body of wall 100 in shape in resistance to compression floor 201, it is combined by some resistance to compression floor board block connections that cooperatively interact, the two sides on the floor of resistance to compression simultaneously is fixedly connected with foundation frame and resistance to compression body of wall respectively, forms the anti-vibration house of finishing like this.
Further, for the ease of the application of anti-vibration house, foundation frame 202 is combined by some supports connections that cooperatively interact.
Based on above-mentioned principle and requirement, concrete enforcement of the present invention is as follows:
In order to improve anti-pressure ability of the present invention, alleviate the final weight of the present invention and to have wave preferably, so resistance to compression body of wall 100 among the present invention and the resistance to compression floor in the resistance to compression base 200 201 adopt glass fiber reinforced plastics composite material to make, and are designed to measuring body sandwich; In sandwich, be provided with simultaneously sandwich material.Glass fiber reinforced plastics composite material is that high strength fibre strengthens the food level resin manufacturing simultaneously, makes its environment-protecting asepsis evil (for material, the present invention is not limited to this material, as long as can reach above-mentioned requirements).Adopt such material, make the house when satisfying intensity, reduce the weight and the cost of house integral body.
The present invention structurally adopts unique combining structure, is convenient to so very much install and use in the indoor of residenter house.But in order not reduce the intensity in house, the present invention is designed to a kind of intercept sphere shape according to mechanics principle with the house, can be the intercept sphere (specifically as shown in Figure 1) of 4/5-5/6.Wherein resistance to compression body of wall 100 is the intercept sphere shape, and the base 200 of resistance to compression simultaneously matches with resistance to compression body of wall 100 and is combined into circle.
In order to form the resistance to compression body of wall 100 of perfect intercept sphere shape, the resistance to compression body of wall 100 of this intercept sphere shape is formed by the resistance to compression panel assembly of some spherical cambered surface shapes.The compound mode that the present invention adopts comprises the spherical cambered surface shape resistance to compression wallboard 101,102,103,104,105 of the different profiles of five classes altogether in this combining structure shown in Fig. 2 a-Fig. 2 e.
Referring to Fig. 2 a, the spherical cambered surface shape resistance to compression wallboard 101 of the first kind has 6, every block of resistance to compression wallboard 101 has five isometric outside 101a, be 0.6-1.1m, and be provided with flange flange 101b along every outside 101a, offer the bolt hole 101c that some diameters are 8-10mm on this flange flange 101b to the spherical cambered surface internal bend.These 6 blocks of resistance to compression wallboards 101 make up mutually, and undertaken fixedly connected by the high-strength structure bolt, top that forms in the resistance to compression body of wall 100 wherein, all the other five cooperate the sidepiece that is fixedly connected to form in the resistance to compression body of wall 100 with the resistance to compression wallboard at top, thereby form the main body (referring to Fig. 1) of the resistance to compression body of wall 100 of intercept sphere shape.
Referring to Fig. 2 b, the spherical cambered surface shape resistance to compression wallboard 102 of second type has 3, and it has five outside 102a equally, matches with the outside 101a of resistance to compression wallboard 101 in two outsides at top; Be provided with flange flange 102b to the spherical cambered surface internal bend along every outside 102a, offering some diameters on it is the bolt hole 102c of 8-10mm.But the width that is positioned at the flange flange 102b ' on the 102a ' of outside, bottom be 100-150mm, and the bolt hole 102c ' on it is the arrangement of " z " font than all the other four outside broads.These three blocks of resistance to compression wallboards 102 make up mutually, undertaken fixedly connected by the high-strength structure bolt between the outside of both sides, match with corresponding outside in the resistance to compression wallboard 101 in two outsides at top, and undertaken fixedly connected by the high-strength structure bolt, to form the bottom that is the cross section shape in the resistance to compression body of wall 100, be used for and the fixedlying connected of resistance to compression base 200.Because the particular design in every block of resistance to compression wallboard 102 on the outside, bottom, being connected of more firm and resistance to compression base 200.
Referring to Fig. 2 c and Fig. 2 d, the spherical cambered surface shape resistance to compression wallboard 103,104 of third and fourth type respectively has one, and these two blocks of resistance to compression wallboards are structurally similar.Wherein resistance to compression wallboard 103 has five outsides 103a, 103b, 103c, 103d, 103e, and wherein two outsides 103a, 103b match with corresponding outside in resistance to compression wallboard 101 and the resistance to compression wallboard 102 respectively.Simultaneously in these five outsides, 103c except that the outside that is used to form doorframe is provided with the flange flange 103f to the spherical cambered surface internal bend along every outside in all the other four outsides, and offering some diameters on it is the bolt hole 103g of 8-10mm.But flange flange 103f ' the flange flange 102b ' on the 102a ' of outside bottom resistance to compression wallboard 102 that is arranged on the 103d of outside, bottom matches, its width is 100-150mm, the one section rational distance that on length, stretches out, and the bolt hole 103g ' on it is " z " font and arranges.Resistance to compression wallboard 104 adopts above-mentioned similar structures, is not given unnecessary details herein.In the resistance to compression wallboard 103 and 104 corresponding outside respectively by the high-strength structure bolt carry out with resistance to compression wallboard 101 and 102 in corresponding outside be fixedly connected to form sash structure in the resistance to compression body of wall 100, and the flange flange on the outside, bottom cooperates annulus of formation with flange flange on the outside, resistance to compression wallboard 102 bottoms.
Referring to Fig. 2 e, the spherical cambered surface shape resistance to compression wallboard 105 of the 5th type is one, it is for falling " U " type, the outside of this resistance to compression wallboard 105 has five outsides 105a, 105b, 105c, 105d, 105e, the outside 105a at its top and outside 105b, the 105c of both sides cooperate with corresponding outside in the resistance to compression wallboard 101, and outside 105d, the 105e of bottom cooperates respectively at corresponding outside in resistance to compression wallboard 103 and the resistance to compression wallboard 104; Be provided with flange flange to the spherical cambered surface internal bend along every outside, offer the bolt hole that some diameters are 8-10mm (figure does not show) on it, fixedly connected with resistance to compression wallboard 101, resistance to compression wallboard 103 and resistance to compression wallboard 104 respectively by the high-strength structure bolt, the inboard of the wallboard of resistance to compression simultaneously 105 is the outside 105f of an indent, and corresponding outside cooperates formation one to open the door in its resistance to compression wallboard 103 and the resistance to compression wallboard 104.
Flange flange in the resistance to compression body of wall 100 on each resistance to compression wallboard is the solid glass steel composite material, and has carbon fibre material and aramid fiber material to strengthen.
Use in order to cooperate with above-mentioned resistance to compression body of wall 100 and to be convenient to assembling, circular resistance to compression floor 201 is cooperated by three fan-shaped resistance to compression floor board block 201a that are equal to and forms (as shown in Figure 3) in the circular resistance to compression base 200, offer some corresponding bolts hole on the dual-side of every fan-shaped resistance to compression floor board block, can be bolted on the foundation frame 202 by high-strength structure, thereby form circular resistance to compression floor 201.Simultaneously all be drilled with the boring 201b that diameter is 10-12mm on the circular arc limit of every fan-shaped resistance to compression floor board block 201a, and the Z-shaped broken line of boring is arranged on the circular arc limit, thereby form triangular structure, can strengthen like this connecting with adjacent boring.The circular arc limit of fan-shaped resistance to compression floor board block is fixedly connected with the corresponding resistance to compression wallboard of foundation frame 202 and resistance to compression body of wall 100 bottoms respectively by the high-strength structure bolt.
Foundation frame 202 among the present invention is used to reinforce resistance to compression floor 201, because its special combining structure, this foundation frame 202 also adopts corresponding combining structure.
Referring to Fig. 4 a, foundation frame 202 comprises three sections arc frame 202a, 202b, 202c that can form an annulus, and a center member 202d.Be respectively arranged with a connecting rod 202e, 202f, 202g on each arc frame, these three connecting rods the annulus five equilibrium (shown in Fig. 4 b) that the position just in time will be made of three sections arc frames is set.
All be drilled with the hole that diameter is 10-12mm in the foundation frame 202 on each parts, each parts connect by the high-strength structure bolt, form firm annular (shown in Fig. 4 b); Fixedly connected with circular arc limit in the resistance to compression floor 201 in ring foundation frame 202 ring limits simultaneously, simultaneously the support bar that is formed by each connecting rod and center member in the ring foundation frame 202 is fixed in the resistance to compression floor 201 the link position place between three resistance to compression floor board block, the intensity on so very big reinforcement resistance to compression floor.
Aspect material, foundation frame 202 adopts the alloy material of light-high-strength, makes foundation frame 202 have the characteristic of high-strength light.
The indoor earthquake-proof house that obtains according to technique scheme as shown in Figure 5, when concrete the use, frp sandwich construction resistance to compression wallboard 101,102,103,104,105 among the present invention connects to form resistance to compression body of wall 100 by the high-strength structure bolt, resistance to compression floor board block combination simultaneously also is fixedly connected to form resistance to compression floor 201, and foundation frame 202 is by each unit construction and be fixedly connected to form.Resistance to compression body of wall 100 is fixedly connected to form final anti-vibration house after combining with resistance to compression floor 201 and foundation frame 202.
Because it is indoor that this anti-vibration house is placed in, it dimensionally must be corresponding with general indoor size.So the height of the indoor earthquake-proof house among the present invention is 2.0-2.5m, inside diameter is 2.5-3.0m, and bottom width is about 2.0-2.6m, and thickness is 30-50mm.
Above-mentioned the present invention who obtains, through the mechanical analysis software analysis, it has very strong compressive strength, can keep out the body of wall that collapses, and overall weight of the present invention is not very heavy.
Overall weight of the present invention is heavy, and it forms by each unit construction again, and the weight of each parts is heavy especially, this being convenient to assembling and using very.
Under lightweight situation, compressive strength not a little less than, can keep out the body of wall that collapses when residenter house collapses like this in earthquake, protect fort for the resident provides life, protected resident's life security to a certain extent.
More than show and described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; that describes in the foregoing description and the manual just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.The claimed scope of the present invention is defined by appending claims and equivalent thereof.
Claims (7)
1. an indoor earthquake-proof house is characterized in that, described anti-vibration house comprises an anti-vibration house body, and described anti-vibration house body can be placed in the indoor of residenter house.
2. a kind of indoor earthquake-proof house according to claim 1, it is characterized in that described anti-vibration house body is made up of resistance to compression body of wall and resistance to compression base, described resistance to compression body of wall matches with the resistance to compression base, it is combined by some resistance to compression wallboards connections, and is fixed on the resistance to compression base; Described resistance to compression base is made up of resistance to compression floor and foundation frame, matches with foundation frame and resistance to compression body of wall in described resistance to compression floor, and it is combined by some resistance to compression floor board block connections, and the two sides on described resistance to compression floor is fixedly connected with foundation frame and resistance to compression body of wall respectively; Described foundation frame is combined by some supports connections.
3. a kind of indoor earthquake-proof house according to claim 2 is characterized in that, described anti-vibration house body is an intercept sphere, and described resistance to compression wallboard is the spherical cambered surface shape, and interconnects and be combined into the resistance to compression body of wall that is the intercept sphere shape; Described resistance to compression floor board block is fan-shaped, and interconnects and be combined into rounded resistance to compression floor; Described support is circular-arc, and interconnects and be combined into circular foundation frame; Described circular foundation frame and circular resistance to compression floor connect to form circular resistance to compression base, and match with the resistance to compression body of wall of intercept sphere shape.
4. a kind of indoor earthquake-proof house according to claim 3 is characterized in that, the height of described anti-vibration house body is 2.0-2.5m, and inside diameter is 2.5-3.0m, and bottom width is 2.0-2.6m.
5. a kind of indoor earthquake-proof house according to claim 3, it is characterized in that, resistance to compression wallboard in the described resistance to compression body of wall and the resistance to compression floor board block in the resistance to compression floor adopt glass fiber reinforced plastics composite material to make, and are measuring body sandwich, are provided with sandwich material in the described sandwich.
6. a kind of indoor earthquake-proof house according to claim 5 is characterized in that, described sandwich material is a light material.
7. a kind of indoor earthquake-proof house according to claim 3 is characterized in that, described foundation frame is the alloy material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101520594A CN101892760B (en) | 2010-04-20 | 2010-04-20 | Indoor earthquake-proof house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101520594A CN101892760B (en) | 2010-04-20 | 2010-04-20 | Indoor earthquake-proof house |
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| CN101892760A true CN101892760A (en) | 2010-11-24 |
| CN101892760B CN101892760B (en) | 2012-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010101520594A Expired - Fee Related CN101892760B (en) | 2010-04-20 | 2010-04-20 | Indoor earthquake-proof house |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251698A (en) * | 2011-04-26 | 2011-11-23 | 付强 | Rotating thin-shell duplex type house anti-seismic safety survival facility manufactured by thin plates |
| CN102251697A (en) * | 2011-04-26 | 2011-11-23 | 张璐璐 | Multi-unit double-curve and double-arc house quake-proof safety living device |
| CN102505868A (en) * | 2011-09-23 | 2012-06-20 | 李益冉 | Mushroom-shaped mobile house |
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| CN2044628U (en) * | 1989-03-11 | 1989-09-20 | 葛长赞 | Quake-proof bedroom |
| US5325642A (en) * | 1992-01-17 | 1994-07-05 | Cooley Warren L | Geodesic hazardous waste containment building |
| DE4440959C2 (en) * | 1994-11-17 | 1997-07-31 | Kurt Degro | Safe house against burglary, fire, storm, earthquake, flood and mudslide |
| CN2837448Y (en) * | 2005-11-15 | 2006-11-15 | 李希亮 | Indoor combined type refuge warehouse |
| CN101360877A (en) * | 2006-01-25 | 2009-02-04 | 有限会社日本通商 | Shelter of dome shape |
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2010
- 2010-04-20 CN CN2010101520594A patent/CN101892760B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2044628U (en) * | 1989-03-11 | 1989-09-20 | 葛长赞 | Quake-proof bedroom |
| US5325642A (en) * | 1992-01-17 | 1994-07-05 | Cooley Warren L | Geodesic hazardous waste containment building |
| DE4440959C2 (en) * | 1994-11-17 | 1997-07-31 | Kurt Degro | Safe house against burglary, fire, storm, earthquake, flood and mudslide |
| CN2837448Y (en) * | 2005-11-15 | 2006-11-15 | 李希亮 | Indoor combined type refuge warehouse |
| CN101360877A (en) * | 2006-01-25 | 2009-02-04 | 有限会社日本通商 | Shelter of dome shape |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251698A (en) * | 2011-04-26 | 2011-11-23 | 付强 | Rotating thin-shell duplex type house anti-seismic safety survival facility manufactured by thin plates |
| CN102251697A (en) * | 2011-04-26 | 2011-11-23 | 张璐璐 | Multi-unit double-curve and double-arc house quake-proof safety living device |
| CN102251698B (en) * | 2011-04-26 | 2013-01-09 | 胡向赤 | Rotating thin-shell duplex type house anti-seismic safety survival facility manufactured by thin plates |
| CN102251697B (en) * | 2011-04-26 | 2013-01-09 | 胡向赤 | Multi-unit double-curve and double-arc house quake-proof safety living device |
| CN102505868A (en) * | 2011-09-23 | 2012-06-20 | 李益冉 | Mushroom-shaped mobile house |
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| Publication number | Publication date |
|---|---|
| CN101892760B (en) | 2012-01-25 |
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