CN102251697A - Multi-unit double-curve and double-arc house quake-proof safety living device - Google Patents
Multi-unit double-curve and double-arc house quake-proof safety living device Download PDFInfo
- Publication number
- CN102251697A CN102251697A CN2011101045044A CN201110104504A CN102251697A CN 102251697 A CN102251697 A CN 102251697A CN 2011101045044 A CN2011101045044 A CN 2011101045044A CN 201110104504 A CN201110104504 A CN 201110104504A CN 102251697 A CN102251697 A CN 102251697A
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- arch
- polynary
- spheroid
- earthquake
- hyperbolic
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- 239000007787 solid Substances 0.000 claims description 20
- 238000013016 damping Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000004080 punching Methods 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 7
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 239000006096 absorbing agent Substances 0.000 abstract 4
- 238000010521 absorption reaction Methods 0.000 abstract 2
- 230000003139 buffering effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 206010057071 Rectal tenesmus Diseases 0.000 description 4
- 239000004567 concrete Substances 0.000 description 4
- 208000012271 tenesmus Diseases 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 229910001882 dioxygen Inorganic materials 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000012780 transparent material Substances 0.000 description 2
- 238000009954 braiding Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
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Abstract
The invention relates to a multi-unit double-curve and double-arc house quake-proof safety living device which comprises a ball body, wherein a gate is arranged on the ball body, a leg base is connected to the lower part of the ball body, a uniform impact pressure distributor is arranged at the upper part of the ball body, a laminated spring is arranged at the upper part of the uniform impact pressure distributor, and a friction shock absorber is arranged at the upper part of the laminated spring. After the device is assembled, the friction shock absorber at the upper part is pressed below roof steel reinforced concrete precast plates or beams of a flat house. When walls fall and the house collapses during earthquake, the weight of the walls and the house and impact caused by falling objects on the upper floors are first born by the friction shock absorber. Through the shock absorption and the buffering of the friction shock absorber, the impact is greatly weakened, and the rest impact is reduced by the laminated spring. Then, remaining impact is shared by shock absorption rubber pads among all component units, meanwhile, the remaining impact is uniformly distributed to arc-shaped pressure bearing plate units by the uniform impact pressure distributor.
Description
Technical field
The present invention relates to a kind of vibration abatement, the earthquake-resistant safe existence of the two arch houses of especially a kind of polynary hyperbolic is provided with.
Background technology
People design a lot of ways in order to tackle earthquake disaster, but mainly are at the earthquake-proof reinforcing design of building.Modern science and technology might guarantee the earthquake of the building resistance highest ranking of new design and construction, but in the time that the world can not be very short more shockproof processing are all carried out in all outdated buildings.In case earthquake is arranged, the most people that live in not having the old house of shake-proof ability still are difficult to exempt from calamity.
People emphasized in a very long time, in case meet with earthquake, escape from the house in the extremely short time.But violent earthquake all proves several times: shake in the earthquake in the sky, it is too short that the God is left people's time for.In case have the people can recognize this point, remain reinforce the house, make escape apparatus aspect these by every means.The deficiency of these considerations remains and can't solve people and can in time obtain escape space when meeting with earthquake in the extremely short time.
Summary of the invention
The objective of the invention is for overcoming above-mentioned the deficiencies in the prior art, provide a kind of two arch houses of polynary hyperbolic earthquake-resistant safe existence simple in structure, easy to use, that resistance to pressure is high, safety is good to be provided with.
For achieving the above object, the present invention adopts following technical proposals:
The earthquake-resistant safe existence of the two arch houses of a kind of polynary hyperbolic is provided with, comprise a spheroid of forming by the two arch of polynary hyperbolic load unit, spheroid is provided with door, the spheroid bottom is connected with the leg seat, spheroid top is provided with the uniform distributor of surge, the uniform distributor of surge top is provided with the stacked plate spring, and stacked plate spring top is provided with friction damper.
Described spheroid comprises annular solid and upper and lower two hemispheres at middle part, bulb, described annular solid is respectively equipped with groove on the top and bottom, upper and lower two hemispheres are stuck in the last low groove of annular solid, and two hemispheres and annular solid flexible connection or welding or bonding up and down; Described annular solid links to each other with the leg seat; Described two hemispheres up and down all adopt the two arch of some polynary hyperbolics load unit to form, and the two arch of per two polynary hyperbolics load is equipped with damping rubber cushion between the unit between the unit.
Be provided with flexible bed surface in the described spheroid.
The uniform distributor of described surge comprises the friction damper mount pad, friction damper mount pad bottom is provided with the Internal Spherical Surface notch board, be provided with plurality of strengthening ribs in the friction damper mount pad, friction damper mount pad, Internal Spherical Surface notch board and reinforcing rib weldering are one, and the Internal Spherical Surface notch board is close on the spheroid end face.
Be provided with one in the described spheroid and can rotate the closed shelly spherical chamber that forms by the thin plate punching out.
The present invention is behind structure, and the top of two friction dampers is tight against the bottom surface of the reinforced concrete prefabricated board on the building top.When precast plate collapsed the reason tenesmus because of earthquake or other, these gravity can be born, consume and be alleviated to this friction damper to this threat of surviving safely and being provided with.
Existence is provided with when causing huge impact power to safety if the roof precast plate tenesmus of room, upper strata steel concrete is fallen, actings in conjunction such as cylindrical spring by its inner damping by friction voussoir and major diameter spring base of two friction dampers, damping rubber block can be with the decay of top impact force, reduce.After this, the above-mentioned top impact force that remains is consumed once more by two lamination vibration damper plate springs and weakens.
The uniform distributor of surge can decayed, be distributed to more equably on the two arch of each the polynary hyperbolic load unit at two ends from the impact force on building top.
When the two arch of each polynary hyperbolic load unit stacks, all be added with damping rubber cushion between the unit each other.The top impact force that remains can further be decayed, be absorbed to the damping rubber cushion between these unit.
Each polynary hyperbolic, two arch loads unit stack together, safety existence is provided with forms the inner space with a two ends circle, middle circle tubular, and such space forms the shell load-carrying construction principle of having followed the mechanics of materials substantially.Therefore, this space is safe, when in building that it is collapsing or the one-storey house when buried, has great opposing from the ability of extruding force from all directions.
Polynary hyperbolic, two arch loads unit self have best stressed shape, not only self are strong, the special light weight concrete construction of extra-high-speed or the resin shell of hyperbolic, two arches, and the main muscle of its inside also is hyperbolic, two arch shape.Like this, the stack of a plurality of hyperbolics, two arch component units machines, enumerate and cast and lump together, its opposing is the strongest from ability of vertical direction pressure.
Annular solid by the groove of its upper and lower surface hold, bonding polynary hyperbolic, two arch load unit and the middle load unit that connects make sealed whole of their firm compositions, this integral body is best stress.
The present invention adopts the form of many assemblings, is that whole huge body is the absolutely not building room that directly enters, and is more impossible from being transported to upstairs downstairs because its final body is very much huge.And small-sized many members are easy to enter various rooms, also can be assembled into one more easily.
Follow the mechanics principle of thin shell structures, basic configuration of the present invention is not allowed to change, but its exterior color can carry out art designing's design according to the room, place.In order to guarantee to throw light on available light at ordinary times, on the basis that does not influence bulk strength, the two arch of some polynary hyperbolic load unit can select for use high-intensity transparent material to make.
At ordinary times, other furniture can be placed according to living needs in the outside of the present invention, perhaps builds other facilities thereon, and the ability that this does not influence the anti-outside infringement power of the present invention when earthquake helps it to play a role on the contrary.
For precautions averts perils, can place some earthquake emergency article, food, drinking water and small oxygen gas cylinder voluntarily at random in shelly spherical chamber inside.
Advantage such as that the present invention has is simple in structure, easy to use, resistance to pressure is high, security performance is good.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the vertical view that Fig. 1 removes friction damper and the uniform distributor of surge;
Fig. 3 is an exploded view of the present invention;
Fig. 4 is the uniform distributor scheme of installation of surge of the present invention;
Wherein 1, friction damper, 2, the uniform distributor of surge, 3, the stacked plate spring, 4, door, 5, annular solid, 6, the leg seat, 7, spheroid, 8, damping rubber cushion between the unit, 9, flexible bed surface, 10, roof reinforced concrete prefabricated board, 11. main muscle, 12. shelly spherical chamber, 13, the friction damper mount pad, 14, Internal Spherical Surface notch board, 15, reinforcing rib.
The specific embodiment
The present invention is further described below in conjunction with drawings and Examples.
Among Fig. 1, the earthquake-resistant safe existence of the two arch houses of a kind of polynary hyperbolic is provided with, comprise a spheroid 7 of forming by the two arch of polynary hyperbolic load unit, spheroid 7 is provided with door 4, spheroid 7 bottoms are connected with leg seat 6, spheroid 7 tops are provided with the uniform distributor 2 of surge, and the uniform distributor of surge 2 tops are provided with stacked plate spring 3, and stacked plate spring 3 tops are provided with friction damper 1.
Described spheroid 7 comprises annular solid 5 and upper and lower two hemispheres at middle part, bulb, described annular solid is respectively equipped with groove on 5 top and bottom, upper and lower two hemispheres are stuck in the last low groove of annular solid 5, and two hemispheres and annular solid 5 flexible connections or welding or bonding up and down; Described annular solid 5 links to each other with the leg seat; Described two hemispheres up and down all adopt the two arch of some polynary hyperbolics load unit to form, and the two arch of per two polynary hyperbolics load is equipped with damping rubber cushion 8 between the unit between the unit.
Be provided with flexible bed surface 9 in the described spheroid 7.
The uniform distributor 2 of described surge comprises friction damper mount pad 13, friction damper mount pad 13 bottoms are provided with Internal Spherical Surface notch board 14, be provided with plurality of strengthening ribs 15 in the friction damper mount pad 13, friction damper mount pad 13, Internal Spherical Surface notch board 14 and reinforcing rib weldering 15 are one, and Internal Spherical Surface notch board 14 is close on spheroid 7 end faces.
Be provided with one in the described spheroid 7 and can rotate the closed shelly spherical chamber 12 that forms by the thin plate punching out.
The present invention is behind structure, and the top of two friction dampers 1 is tight against the bottom surface of the reinforced concrete prefabricated board 10 on the building top.When precast plate collapsed the reason tenesmus because of earthquake or other, these gravity can be born, consume and be alleviated to this friction damper 1 to this threat of surviving safely and being provided with.
Existence is provided with when causing huge impact power to safety if the roof precast plate tenesmus of room, upper strata steel concrete is fallen, actings in conjunction such as the cylindrical spring of two friction dampers 1 by its inner damping by friction voussoir and major diameter spring base, damping rubber block can be with the decay of top impact force, reduce.After this, the above-mentioned top impact force that remains is consumed once more by two stacked plate springs 3 and weakens.
When the two arch of each polynary hyperbolic load unit stacks, all be added with damping rubber cushion 8 between the unit each other.The top impact force that remains can further be decayed, be absorbed to damping rubber cushion 8 between these unit.
Each polynary hyperbolic, two arch loads unit stack together, make safety existence that the inner space that forms a circle is set, and such space forms the shell load-carrying construction principle of having followed the mechanics of materials substantially.Therefore, this space is safe, when in building that it is collapsing or the one-storey house when buried, has great opposing from the ability of extruding force from all directions.
Polynary hyperbolic, two arch loads unit self have best stressed shape, not only self are strong, the special light weight concrete construction of extra-high-speed or the resin shell of hyperbolic, two arches, and the main muscle 11 of its inside also is hyperbolic, two arch shape.Like this, the stack of a plurality of hyperbolics, two arch component units machines, enumerate and cast and lump together, its opposing is the strongest from ability of vertical direction pressure.
Certainly, when strong earthquake took place, various sights can appear in house collapse.Therefore, the present invention can not be in vertical direction always, forms accumbency, is inverted or the like because of rolling possibly.
When accumbency of the present invention, the annular solid 5 that is all hyperbolic, two arch shape also can show the ability of extremely strong opposing external force, to remedy the unfavorable operating mode of spheroid 7 this moment.
Because the present invention makes up up and down relatively, so when occurring being inverted, its powerful ability that is hit and pushes can not change.
In order to guarantee the present invention's perfectly safe when running into violent earthquake and use, the centre of this setting is established one again can rotate the closed shelly spherical chamber 12 (shown in Figure 3) that is formed by the thin plate punching out.This shelly spherical chamber 12 is actual to be a best Gyro Shell of opposing external force performance, after all losing efficacy with outside all the shock resistance facilities of its defence, the people is carried out last protection.In case arrived this time, the most abominable harm stage of earthquake has finished, each the unit hoop that damages is by outside it, external compression power can be evenly distributed on the sphere, simultaneously, serve as the reinforcing member of shelly spherical chamber 12 again, in order to strengthen the intensity of ball chamber, the shell drag function of shelly spherical chamber 12 can be brought into play incisively and vividly.
The present invention adopts the form of many assemblings, is that whole huge body is the absolutely not building room that directly enters, and is more impossible from being transported to upstairs downstairs because its final body is very much huge.And small-sized many members are easy to enter various rooms, also can be assembled into one more easily.
Follow the mechanics principle of thin shell structures, basic configuration of the present invention is not allowed to change, but its exterior color can carry out art designing's design according to the room, place.In order to guarantee to throw light on available light at ordinary times, on the basis that does not influence bulk strength, the two arch of some polynary hyperbolic load unit can select for use high-intensity transparent material to make.
At ordinary times, other furniture can be placed according to living needs in the outside of the present invention, perhaps builds other facilities thereon, and the ability that this does not influence the anti-outside infringement power of the present invention when earthquake helps it to play a role on the contrary.
For precautions averts perils, can place some earthquake emergency article, food, drinking water and small oxygen gas cylinder voluntarily at random in shelly spherical chamber 12 inside.
This setting also can be located at mud-rock flow and easily send out in the room in location.
Claims (5)
1. the two arch houses of a polynary hyperbolic earthquake-resistant safe existence is provided with, it is characterized in that: comprise a spheroid of forming by the two arch of polynary hyperbolic load unit, spheroid is provided with door, the spheroid bottom is connected with the leg seat, spheroid top is provided with the uniform distributor of surge, the uniform distributor of surge top is provided with the stacked plate spring, and stacked plate spring top is provided with friction damper.
2. the earthquake-resistant safe existence of the two arch houses of polynary hyperbolic according to claim 1 is provided with, it is characterized in that: described spheroid comprises annular solid and upper and lower two hemispheres at middle part, bulb, described annular solid is respectively equipped with groove on the top and bottom, upper and lower two hemispheres are stuck in the last low groove of annular solid, and two hemispheres and annular solid flexible connection or welding or bonding up and down; Described annular solid links to each other with the leg seat; Described two hemispheres up and down all adopt the two arch of some polynary hyperbolics load unit to form, and the two arch of per two polynary hyperbolics load is equipped with damping rubber cushion between the unit between the unit.
3. the earthquake-resistant safe existence of the two arch houses of polynary hyperbolic according to claim 1 is provided with, and it is characterized in that: be provided with flexible bed surface in the described spheroid.
4. the earthquake-resistant safe existence of the two arch houses of polynary hyperbolic according to claim 1 is provided with, it is characterized in that: the uniform distributor of described surge comprises the friction damper mount pad, friction damper mount pad bottom is provided with the Internal Spherical Surface notch board, be provided with plurality of strengthening ribs in the friction damper mount pad, friction damper mount pad, Internal Spherical Surface notch board and reinforcing rib weldering are one, and the Internal Spherical Surface notch board is close on the spheroid end face.
5. the earthquake-resistant safe existence of the two arch houses of polynary hyperbolic according to claim 1 is provided with, and it is characterized in that: be provided with one in the described spheroid and can rotate the closed shelly spherical chamber that is formed by the thin plate punching out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110104504 CN102251697B (en) | 2011-04-26 | 2011-04-26 | Multi-unit double-curve and double-arc house quake-proof safety living device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110104504 CN102251697B (en) | 2011-04-26 | 2011-04-26 | Multi-unit double-curve and double-arc house quake-proof safety living device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102251697A true CN102251697A (en) | 2011-11-23 |
| CN102251697B CN102251697B (en) | 2013-01-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110104504 Active CN102251697B (en) | 2011-04-26 | 2011-04-26 | Multi-unit double-curve and double-arc house quake-proof safety living device |
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| CN (1) | CN102251697B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952230A (en) * | 2016-07-08 | 2016-09-21 | 李伟博 | Novel anti-seismic building |
| CN106930592A (en) * | 2017-04-13 | 2017-07-07 | 兰州理工大学 | A kind of multidirectional compound TMD dampers of ball-type |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5149066A (en) * | 1991-02-11 | 1992-09-22 | Aeroflex International Incorporated | Isolator with improved symmetrical response to shock and vibration forces |
| CN101024981A (en) * | 2007-02-15 | 2007-08-29 | 尹学军 | Split vibration-isolation device and use |
| US20090025306A1 (en) * | 2007-07-24 | 2009-01-29 | Reed Robert S | Tornado resistant dome house |
| CN101892760A (en) * | 2010-04-20 | 2010-11-24 | 庄南征 | Indoor earthquake-proof house |
| CN202017371U (en) * | 2011-04-26 | 2011-10-26 | 张璐璐 | Anti-seismic safety survival device for multi-element double-curvature and double-vault house |
-
2011
- 2011-04-26 CN CN 201110104504 patent/CN102251697B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5149066A (en) * | 1991-02-11 | 1992-09-22 | Aeroflex International Incorporated | Isolator with improved symmetrical response to shock and vibration forces |
| CN101024981A (en) * | 2007-02-15 | 2007-08-29 | 尹学军 | Split vibration-isolation device and use |
| US20090025306A1 (en) * | 2007-07-24 | 2009-01-29 | Reed Robert S | Tornado resistant dome house |
| CN101892760A (en) * | 2010-04-20 | 2010-11-24 | 庄南征 | Indoor earthquake-proof house |
| CN202017371U (en) * | 2011-04-26 | 2011-10-26 | 张璐璐 | Anti-seismic safety survival device for multi-element double-curvature and double-vault house |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952230A (en) * | 2016-07-08 | 2016-09-21 | 李伟博 | Novel anti-seismic building |
| CN105952230B (en) * | 2016-07-08 | 2019-01-29 | 李伟博 | New construction antiseismic structure |
| CN106930592A (en) * | 2017-04-13 | 2017-07-07 | 兰州理工大学 | A kind of multidirectional compound TMD dampers of ball-type |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102251697B (en) | 2013-01-09 |
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