US2166577A - Building suitable for countries liable to earthquakes - Google Patents
Building suitable for countries liable to earthquakes Download PDFInfo
- Publication number
- US2166577A US2166577A US231792A US23179238A US2166577A US 2166577 A US2166577 A US 2166577A US 231792 A US231792 A US 231792A US 23179238 A US23179238 A US 23179238A US 2166577 A US2166577 A US 2166577A
- Authority
- US
- United States
- Prior art keywords
- concrete
- framework
- earthquakes
- countries
- liable
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000005192 partition Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 241000050051 Chelone glabra Species 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Images
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
Definitions
- the subject matter of the present invention is a special structure which can be used as a dwelling, orfor other purposes, and which is intended for countries where earthquakes are prevalent.
- the essential feature of this structure is the spherical shape of its metallic framework, within which the house is built and supported; this framework is rigid and cannot be put out of shape; it rests in an excavation made in the m ground and which has the shape of an inverted skull-cap, the part of the framework thus buried under the level of the ground, being let into a mass of concrete, which occupies at least one quarter of the volume of the sphere formed by 15 this framework.
- the mass of concrete, as well asthe weight, and the distribution of the parts above this mass are calculated in such a way that the centre of gravity of the whole is located in the depth of the concrete mass, perceptibly on the diametrical vertical axis, so that the whole constitutes a loaded sphere which cannot be upset.
- the steel girders preferably T-shaped, constitute the meridians of the sphere; they are assembled together by other girders which constitute parallels and equator of the sphere; they thus form a spherical framework or casing which cannot be put out of shape and the elements of which-parallels and meridians-can be used ,as
- the girders of the framework can form an integral part of the exterior walls, the masonry, the concrete, etc., being fitted between these girders, or the latter being let into the concrete.
- Ceilings may be made of concrete, wood, or any other usual material.
- the roof truss isconstituted by the upper part of the metallic framework, the covering being made of eternit, copper, zinc, etc.
- Fig. 1 is an elevation showing a two-"cored building
- Fig. 2 is an horizontal section through the equatorial plane showing a specimen laying out of a ground-floor.
- Fig. 3 is avertical section on line III-III of Fig. 1. Y
- the dwelling-house according to the invention is (Fig. 1) in the shape of a spherical cupola, a third of which is under the level of the ground. I is the entrance door, and 2 a belt of windows, at each story.
- Fig. 3 shows the framework consisting of meridians 3 made of metallic girders rigidly assembled by circles 4 forming parallels and equator; the buried part of the framework is let into a concrete mass 5; the ground is simply hollowed out in the shape of a skull-cap, and covered by a thick layer of sand 6 which is not indispensable.
- the floors and ceilings I are supported by corresponding circles--parallelsand, eventually, by diametrical girders.
- Fig. 2 gives the schematic lay-out of the ground-floor, divided into several rooms--supposed to be furnishedby radial partitions 8 opening on a circular central vestibule 9, and to a circular gallery ID for the floor; II are the connecting doors.
- the vestibule or hall is lined with a cylindrical partition I2, and also has a part I 3 which leads to the entrance door of the dwelling.
- This lay-out of the dwellingrooms in the shape of a crown divided into successive sections, is not restrictive; one may evidently in the case of a housewithout story, conceive a quite difierent lay-out, with suites of rooms on either side of a rectangular diametrical vestibule.
- a building structure comprising a metallic framework of spherical shape, the lower portion to the extent of at least one-fourth of the volume -of the entire framework resting freely in a correspondingly shaped excavation in the ground,
- spherical-shaped framework is made up of meridian girders connected by parallel girders and secant planes.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Architecture (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Business, Economics & Management (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
July 18, 1939. BECKlUs 2,156,577
BUILDING SUITABLE FOR COUNTRIES LIABLE TO EARTHQUAKES Filed Sept. 26, 1938 2 Sheets-Sheet 1 Inventor.- 1 flntomeBeclrius Attorney A. BIECKIUIS 2,166,577
July 18, 1939.
BUILDING SUITABLE FOR. COUNTRIES LIABLE TO EARTHQUAKES 2 Sheets-Sheet 2 Fil ed Sept. 26, 1938 i z wyjlvyym Inve'nion finioine Beclu'ns Patented July 18,1939
PATENT; OFFICE i BUILDING- SUITABLE son coun'rmns mum to mmqums Antoine Beckius, Luxemburg, Luxemburg Application September 26, 1938, Serial No. 231.792
In Luxemburg October 6, 1937 4 Claims. (01. '12-'17) The subject matter of the present invention is a special structure which can be used as a dwelling, orfor other purposes, and which is intended for countries where earthquakes are prevalent.
The essential feature of this structure is the spherical shape of its metallic framework, within which the house is built and supported; this framework is rigid and cannot be put out of shape; it rests in an excavation made in the m ground and which has the shape of an inverted skull-cap, the part of the framework thus buried under the level of the ground, being let into a mass of concrete, which occupies at least one quarter of the volume of the sphere formed by 15 this framework. The mass of concrete, as well asthe weight, and the distribution of the parts above this mass, are calculated in such a way that the centre of gravity of the whole is located in the depth of the concrete mass, perceptibly on the diametrical vertical axis, so that the whole constitutes a loaded sphere which cannot be upset. Y
The steel girders, preferably T-shaped, constitute the meridians of the sphere; they are assembled together by other girders which constitute parallels and equator of the sphere; they thus form a spherical framework or casing which cannot be put out of shape and the elements of which-parallels and meridians-can be used ,as
supports or as stays for the partitions, ceilings, floors, which are made of masonry, concrete, wood, tiles, etc. One can also pass radial or secant girders in the sphere itself, these bearing on the meridians, equator and parallels.
3:, The stairs, if any, must be located in the centre of the structure-following the vertical axisand the structure will preferably be divided by radial partitions, so as to distribute the loads and the weight as uniformly as possible.
- As said, the girders of the framework can form an integral part of the exterior walls, the masonry, the concrete, etc., being fitted between these girders, or the latter being let into the concrete. One can, however, erect square or rectangular structure in the sphere, which will be exactly encircled by the metallic framework. In any case, as-the difference between the weight of the concrete block which fills the inferior part of the sphere, and the superior part of the structure is of capital importance for the stability, it is necessary to use, for the partitions, material as light as possible. Ceilings may be made of concrete, wood, or any other usual material. The roof truss isconstituted by the upper part of the metallic framework, the covering being made of eternit, copper, zinc, etc.
As the structure as a whole is not fastened to the ground, it remains independent-as far as equilibrium and stability. are concerned-of earthquake shocks, thanks to the inferior ballast- ,ing, the weight of which is higher than that of the part which is above ground.
An example of the subject matter of the invention is shown in .the annexed drawings, wherein:
Fig; 1 is an elevation showing a two-"cored building;
Fig. 2 is an horizontal section through the equatorial plane showing a specimen laying out of a ground-floor.
Fig. 3 is avertical section on line III-III of Fig. 1. Y
The dwelling-house according to the invention is (Fig. 1) in the shape of a spherical cupola, a third of which is under the level of the ground. I is the entrance door, and 2 a belt of windows, at each story.
Fig. 3 shows the framework consisting of meridians 3 made of metallic girders rigidly assembled by circles 4 forming parallels and equator; the buried part of the framework is let into a concrete mass 5; the ground is simply hollowed out in the shape of a skull-cap, and covered by a thick layer of sand 6 which is not indispensable.
The floors and ceilings I are supported by corresponding circles--parallelsand, eventually, by diametrical girders.
Fig. 2 gives the schematic lay-out of the ground-floor, divided into several rooms--supposed to be furnishedby radial partitions 8 opening on a circular central vestibule 9, and to a circular gallery ID for the floor; II are the connecting doors. The vestibule or hall is lined with a cylindrical partition I2, and also has a part I 3 which leads to the entrance door of the dwelling. This lay-out of the dwellingrooms in the shape of a crown divided into successive sections, is not restrictive; one may evidently in the case of a housewithout story, conceive a quite difierent lay-out, with suites of rooms on either side of a rectangular diametrical vestibule.
' Having now fully described by said invention,
what I claim and desire to secure by Letters Patent, is: l. A building structure comprising a metallic framework of spherical shape, the lower portion to the extent of at least one-fourth of the volume -of the entire framework resting freely in a correspondingly shaped excavation in the ground,
and a mass of concrete or the like forming a base for and maintaining the shape of the metallic framework, said mass of concrete. being in such volume that the center of gravity of the entire structure is within the mass of concrete.
2. A construction as defined in claim 1, wherein that portion of the framework above the mass of concrete is usable as a habitation.
3. A construction as defined in claim 1, wherein the spherical-shaped framework is made up of meridian girders connected by parallel girders and secant planes.
4. A construction as defined in claim 1, wherein the metallic framework and mass of concrete are wholly free of any connection with the surface relative to which it is mounted.
ANTOINE BECKIUS.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| LU2166577X | 1937-10-06 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2166577A true US2166577A (en) | 1939-07-18 |
Family
ID=19734983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US231792A Expired - Lifetime US2166577A (en) | 1937-10-06 | 1938-09-26 | Building suitable for countries liable to earthquakes |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2166577A (en) |
Cited By (34)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2469603A (en) * | 1943-02-15 | 1949-05-10 | Letourneau Inc | Building construction |
| US2649625A (en) * | 1948-08-18 | 1953-08-25 | Eugene A Johnson | Tornado proof building |
| US3154888A (en) * | 1960-03-23 | 1964-11-03 | Graham Phillip | Building construction |
| US3164111A (en) * | 1962-07-13 | 1965-01-05 | Daniel G Lanni | Bomb shelter |
| US3212220A (en) * | 1963-05-06 | 1965-10-19 | Krystyna W Boniecki | Building structure |
| US3457690A (en) * | 1967-01-26 | 1969-07-29 | Pierre Le Clercq | Method for constructing a building simultaneously below and above ground level |
| US3736712A (en) * | 1972-02-28 | 1973-06-05 | Composite building structure and walls therefor | |
| US3916578A (en) * | 1971-05-24 | 1975-11-04 | Iradj Forootan | Earthquake-proof building structure |
| US4074476A (en) * | 1974-06-17 | 1978-02-21 | Imanol Ordorika | Tubular dwelling construction |
| FR2435581A1 (en) * | 1978-09-06 | 1980-04-04 | Villebonne Albert De | HARD CONSTRUCTION METHOD OF ANY TYPE ON ANY TERRAIN AND ANTISISMIC |
| US4228788A (en) * | 1979-01-08 | 1980-10-21 | John Moeser | Self-contained all-terrain living apparatus |
| FR2500873A1 (en) * | 1981-02-05 | 1982-09-03 | Marouf Omar | Earthquake resistant building - can move on supports which are installed in bed of sand |
| US4565149A (en) * | 1982-03-11 | 1986-01-21 | Richard Clasky | Semi-submergible spherical residential structure |
| FR2619147A1 (en) * | 1987-08-07 | 1989-10-06 | Thiery Gerard | SPHERICAL SHIELD |
| US5009412A (en) * | 1988-11-16 | 1991-04-23 | Itrec B.V. | Eathquake simulator for a theme park |
| FR2665211A1 (en) * | 1989-12-12 | 1992-01-31 | Emmanuel Emile Michel | Earthquake-resistant system "SATURNE" |
| USD342323S (en) | 1991-03-18 | 1993-12-14 | Bill Boone | Solar house |
| US5394661A (en) * | 1993-06-24 | 1995-03-07 | Noble; Curtis R. | Earthquake resistant biosphere |
| US5605021A (en) * | 1992-03-17 | 1997-02-25 | Thomann; Bernard | Earthquake-proof building |
| US5623794A (en) * | 1995-08-18 | 1997-04-29 | Bohls; Glen | Framing structure apparatus and method for earth sheltered, multi-level structure |
| DE19641104A1 (en) * | 1996-10-05 | 1998-04-23 | Petereit Wolfgang | Foundations for high and=or deep building |
| US5765326A (en) * | 1993-10-15 | 1998-06-16 | Schuster; Siegfried | Globated builiding structure |
| US6161341A (en) * | 1998-03-03 | 2000-12-19 | Anderson; Kent G. | Simulated time ship dining and entertainment arrangement |
| US6868639B1 (en) | 2000-08-16 | 2005-03-22 | Ray R. Gunthardt | Force resistant architecture |
| US20060032453A1 (en) * | 2004-08-10 | 2006-02-16 | Bonner Ronald K | Animal display and habitat assembly |
| US20070028531A1 (en) * | 2005-07-20 | 2007-02-08 | Woodcock Jerry A | Haven House |
| USD555403S1 (en) * | 2006-01-31 | 2007-11-20 | Hussmann Corporation | Conically-shaped glass for an outside wedge-style display case |
| USD560408S1 (en) * | 2006-01-31 | 2008-01-29 | Hussmann Corporation | Conically-shaped glass for an inside wedge-style display case |
| USD572370S1 (en) * | 2006-06-12 | 2008-07-01 | Lorenzo Boston | Entertainment unit |
| US20090013616A1 (en) * | 2006-01-25 | 2009-01-15 | Yugenkaisha Japan Tsusyo | Dome-shaped shelter |
| US20090013615A1 (en) * | 2005-08-11 | 2009-01-15 | Yugenkaisha Japan Tsusyo | Resin Knockdown House |
| US20100300010A1 (en) * | 2009-05-27 | 2010-12-02 | Maria Eugenia Vallejo | Eco sphere |
| USD968646S1 (en) * | 2021-07-21 | 2022-11-01 | Msg Entertainment Group, Llc | Building |
| USD968651S1 (en) * | 2021-07-21 | 2022-11-01 | Msg Entertainment Group, Llc | Building |
-
1938
- 1938-09-26 US US231792A patent/US2166577A/en not_active Expired - Lifetime
Cited By (36)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2469603A (en) * | 1943-02-15 | 1949-05-10 | Letourneau Inc | Building construction |
| US2649625A (en) * | 1948-08-18 | 1953-08-25 | Eugene A Johnson | Tornado proof building |
| US3154888A (en) * | 1960-03-23 | 1964-11-03 | Graham Phillip | Building construction |
| US3164111A (en) * | 1962-07-13 | 1965-01-05 | Daniel G Lanni | Bomb shelter |
| US3212220A (en) * | 1963-05-06 | 1965-10-19 | Krystyna W Boniecki | Building structure |
| US3457690A (en) * | 1967-01-26 | 1969-07-29 | Pierre Le Clercq | Method for constructing a building simultaneously below and above ground level |
| US3916578A (en) * | 1971-05-24 | 1975-11-04 | Iradj Forootan | Earthquake-proof building structure |
| US3736712A (en) * | 1972-02-28 | 1973-06-05 | Composite building structure and walls therefor | |
| US4074476A (en) * | 1974-06-17 | 1978-02-21 | Imanol Ordorika | Tubular dwelling construction |
| FR2435581A1 (en) * | 1978-09-06 | 1980-04-04 | Villebonne Albert De | HARD CONSTRUCTION METHOD OF ANY TYPE ON ANY TERRAIN AND ANTISISMIC |
| US4228788A (en) * | 1979-01-08 | 1980-10-21 | John Moeser | Self-contained all-terrain living apparatus |
| FR2500873A1 (en) * | 1981-02-05 | 1982-09-03 | Marouf Omar | Earthquake resistant building - can move on supports which are installed in bed of sand |
| US4565149A (en) * | 1982-03-11 | 1986-01-21 | Richard Clasky | Semi-submergible spherical residential structure |
| FR2619147A1 (en) * | 1987-08-07 | 1989-10-06 | Thiery Gerard | SPHERICAL SHIELD |
| US5009412A (en) * | 1988-11-16 | 1991-04-23 | Itrec B.V. | Eathquake simulator for a theme park |
| FR2665211A1 (en) * | 1989-12-12 | 1992-01-31 | Emmanuel Emile Michel | Earthquake-resistant system "SATURNE" |
| USD342323S (en) | 1991-03-18 | 1993-12-14 | Bill Boone | Solar house |
| US5605021A (en) * | 1992-03-17 | 1997-02-25 | Thomann; Bernard | Earthquake-proof building |
| US5394661A (en) * | 1993-06-24 | 1995-03-07 | Noble; Curtis R. | Earthquake resistant biosphere |
| US5765326A (en) * | 1993-10-15 | 1998-06-16 | Schuster; Siegfried | Globated builiding structure |
| US5623794A (en) * | 1995-08-18 | 1997-04-29 | Bohls; Glen | Framing structure apparatus and method for earth sheltered, multi-level structure |
| DE19641104A1 (en) * | 1996-10-05 | 1998-04-23 | Petereit Wolfgang | Foundations for high and=or deep building |
| US6161341A (en) * | 1998-03-03 | 2000-12-19 | Anderson; Kent G. | Simulated time ship dining and entertainment arrangement |
| US6868639B1 (en) | 2000-08-16 | 2005-03-22 | Ray R. Gunthardt | Force resistant architecture |
| US7174851B2 (en) * | 2004-08-10 | 2007-02-13 | North America Pet Products | Animal display and habitat assembly |
| US20060032453A1 (en) * | 2004-08-10 | 2006-02-16 | Bonner Ronald K | Animal display and habitat assembly |
| US20070028531A1 (en) * | 2005-07-20 | 2007-02-08 | Woodcock Jerry A | Haven House |
| US20090013615A1 (en) * | 2005-08-11 | 2009-01-15 | Yugenkaisha Japan Tsusyo | Resin Knockdown House |
| US20090013616A1 (en) * | 2006-01-25 | 2009-01-15 | Yugenkaisha Japan Tsusyo | Dome-shaped shelter |
| US7937897B2 (en) * | 2006-01-25 | 2011-05-10 | Yusenkaisha Japan Isusyc | Dome-shaped shelter |
| USD555403S1 (en) * | 2006-01-31 | 2007-11-20 | Hussmann Corporation | Conically-shaped glass for an outside wedge-style display case |
| USD560408S1 (en) * | 2006-01-31 | 2008-01-29 | Hussmann Corporation | Conically-shaped glass for an inside wedge-style display case |
| USD572370S1 (en) * | 2006-06-12 | 2008-07-01 | Lorenzo Boston | Entertainment unit |
| US20100300010A1 (en) * | 2009-05-27 | 2010-12-02 | Maria Eugenia Vallejo | Eco sphere |
| USD968646S1 (en) * | 2021-07-21 | 2022-11-01 | Msg Entertainment Group, Llc | Building |
| USD968651S1 (en) * | 2021-07-21 | 2022-11-01 | Msg Entertainment Group, Llc | Building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2166577A (en) | Building suitable for countries liable to earthquakes | |
| US3916578A (en) | Earthquake-proof building structure | |
| Penna et al. | Performance of masonry buildings during the Emilia 2012 earthquake | |
| CA1179820A (en) | Buildings | |
| US4759158A (en) | Set of prefabricated construction elements | |
| US4586299A (en) | Building system of interconnected block elements | |
| Andreini et al. | Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna | |
| US2241830A (en) | Building construction | |
| US3562974A (en) | Structural unit | |
| US3226727A (en) | Suspended module buildings | |
| US3719012A (en) | Tower-construction with overhangs to support light-weight dwellings | |
| US3981110A (en) | Dwelling house | |
| US3490186A (en) | Modular building with curved precast concrete walls | |
| US3535835A (en) | Detached building units on plural support platforms | |
| US2453466A (en) | Building construction | |
| US3256651A (en) | Cantilevered modular building structures | |
| Korol et al. | Constructive systems, load-bearing and enclosing structures of high-rise buildings | |
| US4232490A (en) | Building construction for multiple units having common walls | |
| Melkumyan | Current situation in application of seismic isolation technologies in Armenia | |
| Anderson | The San Salvador earthquake of October 10, 1986—Review of building damage | |
| US1479557A (en) | Building construction | |
| Maheri | Seismic vulnerability of post-Islamic monumental structures in Iran: review of historical sources | |
| Palyvou | An architectural style of openness and mutability as stimulus for the development of an earthquake-resistant building technology at Akrotiri, Thera, and Minoan Crete | |
| RU2114960C1 (en) | Method for reconstruction of dwelling building | |
| JPH0249317Y2 (en) |