CN101619625A - Self-righting spherical longitude-latitude steel structural architecture design proposal - Google Patents
Self-righting spherical longitude-latitude steel structural architecture design proposal Download PDFInfo
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- CN101619625A CN101619625A CN200910001130A CN200910001130A CN101619625A CN 101619625 A CN101619625 A CN 101619625A CN 200910001130 A CN200910001130 A CN 200910001130A CN 200910001130 A CN200910001130 A CN 200910001130A CN 101619625 A CN101619625 A CN 101619625A
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Abstract
The invention adopts self-righting doll principle to design a spherical longitude-latitude steel structural architecture, breaks through the norms of wall body and basic designing and avoids relay and force fighting with earthquake. The design proposal pays attention to subdue activity with activity and unload force by vibration, which vibrates but not falling down and is self-righting until the earthquake stops. The architecture structured by the design proposal can avoid risks by rolling on the circumstance of landslide, thus having better pressure resistance. The self-righting spherical longitude-latitude steel structural architecture is fast in construction and saves time and money, which can be applied to industrial production, analysis assembly, can adapt to the be adopted by various functional constructions, and is an earthquake proof construction proposal which is applicable to the global world. The self-righting spherical longitude-latitude steel structural architecture design proposal provided by the invention is applicable to multifunctional architectures. The oblate spherical longitude-latitude steel structural architecture design proposal has better stability, and is more applicable to schools. The self-righting spherical longitude-latitude steel structural architecture design proposal has round spherical, oblate spherical, multiedge spherical shapes and the like, totally four basic shapes.
Description
Adopt the roly-poly principle design to shake spherical longitude-latitude steel structural architecture.
Courageously break through body of wall and basic engineering routine, the spherical longitude-latitude steel structural architecture body of wall is not beaten underground foundation, thus not with earthquake relay, bucket power.
The shake not pedestal of falling the spherical longitude-latitude steel structural architecture is a circular bottom pot type pit.
Shake is the mounting method of falling the spherical longitude-latitude steel structural architecture not:
The steady dish of A is located pot shape pit pedestal with the lower part and coincide fixingly with it, and spherical longitude-latitude steel structural architecture shakes with ground and shakes (seeing Figure of description 1) during earthquake.
The steady dish of B is reserved a fixed gap in the upper edge all around with pot shape pedestal, supports spherical longitude-latitude steel structural architecture at ordinary times steadily with elastic body, waves the power of unloading (seeing Figure of description 2) as roly-poly type during earthquake.
C shake is not fallen spherical longitude-latitude steel structural architecture and is floated on the fishpond, utilizes the flexible antidetonation (seeing Figure of description 3) of water body.
Pot shape steel ball network is installed on the D steel and concrete structure pot shape pedestal curved plate inwall, the steady dish curved plate of spherical longitude-latitude steel structural architecture outer wall is seated on pot shape steel ball network with a way of contact, during earthquake, the balance (seeing Figure of description 4) that pot shape steel ball network is regulated globe building automatically.
Shake is not fallen spherical double-deck longitude-latitude steel structural architecture and can be answered any direction seismic wave thrust in advance, waves by roly-poly type, the most at last seismic wave thrust cancellation.
During one mesa body landslide, as impact this globe building, huge massif shock wave can push away spherical longitude-latitude steel structural architecture and be rolled at a distance, thereby avoid pile things on, even the both sides massif is pushed down spherical longitude-latitude steel structural architecture with collapsing, it can not be flattened, personnel's life is able to safety in the globe building thing.
Other earthquake of any level all can not be with the distortion of spherical bilayer longitude-latitude steel structural architecture, the shock collapse of 360 degree.Stability, the anti-seismic performance of spherical steel structure is that the vertical frame structure of 90 degree is beyond one's reach.
The shake steady dish of the bottom of falling the spherical longitude-latitude steel structural architecture not is according to the roly-poly principle setting, is that this building is shaken and do not fallen, and shakes only to reduce the key of upright attitude.
Shake does not fall that relatively large furniture should be fixed on the flooring with screw in the spherical steel structure building, all should fixedly lay as school desk, office's file cabinet etc., and is prominent when meeting violent earthquake, if teachers and students hold desk tightly will be more scared than hurt.
Shake is the quick construction of falling the spherical longitude-latitude steel structural architecture not, saves time economical than same volume routine building.
Spherical longitude-latitude steel structural architecture is not fallen in shake can batch production production, analyzes assembling, long-distance transport, strange land and install.
Shake is the design scheme of falling the spherical longitude-latitude steel structural architecture not, can be widely used in office, school, hospital, shopping centre, cinema, tourist attractions and resident and build.
The shake not design scheme of falling the spherical longitude-latitude steel structural architecture is fit to all earthquake zone countries of the whole world and regional extensive employing of non-earthquake zone.
Shake is not fallen the indoor planar design of spherical longitude-latitude steel structural architecture based on circular and fan-shaped (seeing Figure of description 6).
The shake not center circle of falling spherical longitude-latitude steel structural architecture tubular pillar is the support of the elevator/ladder that spirals.
Shake is the beautiful appearance of falling the spherical longitude-latitude steel structural architecture, simple and unadorned generous not.
The unsuitable extra-high-speed layer of spherical longitude-latitude steel structural architecture is not fallen in shake, to be advisable below ten layers.
Use in the good area of the only suitable water condition of the floating antidetonation series of water body globe building scheme, and the arid area is then unsuitable.
The main materials of spherical longitude-latitude steel structural architecture are not fallen in shake:
Exterior wall: concrete cast-in-situ/steel arc sheet material.
Interior wall: steel reinforced concrete is cast-in-place/steel sheet material/light weight board.
Floor: steel reinforced concrete is cast-in-place/steel-wood structure/steel sheet material.
Pot shape pedestal: steel reinforced concrete is cast-in-place/rock quality base/hard soil foundation.
Steady dish: steel reinforced concrete is cast-in-place.
Dome: trnaslucent materials.
Description of drawings:
Accompanying drawing 1 simple and easy fixed (small building)
1. 2. 3. 4. 5. 6. ground line of soil property or rock matter circular bottom pot shape pedestal of the steady dish of concrete of steel-wood structure/steel and concrete structure flooring of steel and concrete structure cylindrical shape centre strut of individual layer longitude and latitude steel reinforced concrete exterior wall
Accompanying drawing 2 waves the power formula of unloading
1. double-deck longitude and latitude steel reinforced concrete exterior wall is 3. 4. 5. 6. 7. ground line of coagulation olla shape pedestal of elastic body of the steady dish of concrete of steel and concrete structure/steel sheet material flooring of steel and concrete structure cylindrical shape centre strut 2.
Accompanying drawing 3 water surface floatation types
1. 2. 3. 4. 5. 6. ground line of fishpond water body of the steady dish of concrete of steel-wood structure flooring of center steel cylinder of individual layer longitude and latitude steel reinforced concrete exterior wall
Accompanying drawing 4 steel ball rolling containing formulas
1. double-deck longitude and latitude steel reinforced concrete exterior wall is 3. 4. 5. 6. 7. ground line of steel reinforced concrete pot shape pedestal (curved plate inwall) of pot shape steel ball network (butter is lubricated) of the steady dish of concrete (curved plate outer wall) of steel reinforced concrete/steel flooring of steel reinforced concrete/steel drum pillar 2.
Accompanying drawing 5 oblate spheroid steel make up builds elevation
1. 2. 3. 4. 5. 6. ground line of pot shape steel reinforced concrete/soil property or rock matter pot shape pedestal of the steady dish of concrete of steel reinforced concrete/steel flooring of steel and concrete structure cylindrical shape centre strut of the double-deck longitude and latitude steel reinforced concrete of oblate spheroid exterior wall
Accompanying drawing 6 oblate spheroid longitude and latitude steel structure teaching building plan views
1. the double-deck longitude and latitude steel reinforced concrete of oblate spheroid exterior wall 2. the outer shroud corridor 3. the cross corridor 4. in the 6. 7. circular office of cockle stairs of ring 5. fan-shaped classroom, corridor
Claims (6)
1, the bottom is provided with the spherical longitude-latitude steel structural architecture of steady dish, comprises individual layer longitude and latitude steel structure and double-deck longitude and latitude steel structure.
2, the base part of spherical longitude-latitude steel structural architecture is a circular bottom pot shape pit, and circular bottom pot shape pit pedestal divides two kinds of ground type and underground types.
3, shaking, spherical longitude-latitude steel structural architecture has sphere shape, oblate sphere, semicircle sphere, the spherical four kinds of basic appearance of many ribs.
4, shake do not fall spherical longitude-latitude steel structural architecture have simple and easy fixed, wave the power formula of unloading, water surface floatation type, four kinds of mounting methods of steel ball rolling containing formula.
5, shake is not fallen the planar design of spherical longitude and latitude steel architecture indoor based on circular and fan-shaped.
6, shaking not, the center circle of falling spherical longitude-latitude steel structural architecture tubular pillar is the support of the elevator/Stairs that spiral.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910001130A CN101619625A (en) | 2008-07-03 | 2009-01-23 | Self-righting spherical longitude-latitude steel structural architecture design proposal |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810040130.2 | 2008-07-03 | ||
| CN200810040130 | 2008-07-03 | ||
| CN200910001130A CN101619625A (en) | 2008-07-03 | 2009-01-23 | Self-righting spherical longitude-latitude steel structural architecture design proposal |
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| Publication Number | Publication Date |
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| CN101619625A true CN101619625A (en) | 2010-01-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN200910001130A Pending CN101619625A (en) | 2008-07-03 | 2009-01-23 | Self-righting spherical longitude-latitude steel structural architecture design proposal |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102140858A (en) * | 2011-01-18 | 2011-08-03 | 邹海 | Multifunctional rotating life-saving device |
| CN102505868A (en) * | 2011-09-23 | 2012-06-20 | 李益冉 | Mushroom-shaped mobile house |
| CN103816624A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
| CN103816618A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
| CN104088362A (en) * | 2013-12-31 | 2014-10-08 | 杨文周 | Spherical building |
| CN104278701A (en) * | 2014-07-18 | 2015-01-14 | 杨文周 | Earthquake-resistant building |
| CN112502513A (en) * | 2020-11-24 | 2021-03-16 | 上海半月形机电船舶有限公司 | Safety house on earthquake wave and its design and making technology |
| CN113323140A (en) * | 2021-07-14 | 2021-08-31 | 西南石油大学 | Mountain area building high-position landslide prevention debris flow burying structure and application method thereof |
-
2009
- 2009-01-23 CN CN200910001130A patent/CN101619625A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102140858A (en) * | 2011-01-18 | 2011-08-03 | 邹海 | Multifunctional rotating life-saving device |
| CN102140858B (en) * | 2011-01-18 | 2013-10-23 | 邹海 | Multifunctional rotating life-saving device |
| CN103816624A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
| CN103816618A (en) * | 2011-01-18 | 2014-05-28 | 邹海 | Multifunctional rotary life-saving apparatus |
| CN102505868A (en) * | 2011-09-23 | 2012-06-20 | 李益冉 | Mushroom-shaped mobile house |
| CN104088362A (en) * | 2013-12-31 | 2014-10-08 | 杨文周 | Spherical building |
| CN104278701A (en) * | 2014-07-18 | 2015-01-14 | 杨文周 | Earthquake-resistant building |
| CN112502513A (en) * | 2020-11-24 | 2021-03-16 | 上海半月形机电船舶有限公司 | Safety house on earthquake wave and its design and making technology |
| CN113323140A (en) * | 2021-07-14 | 2021-08-31 | 西南石油大学 | Mountain area building high-position landslide prevention debris flow burying structure and application method thereof |
| CN113323140B (en) * | 2021-07-14 | 2022-03-01 | 西南石油大学 | Mountain area building high-position landslide prevention debris flow burying structure and application method thereof |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20100106 |