DE222646C - - Google Patents
Info
- Publication number
- DE222646C DE222646C DENDAT222646D DE222646DA DE222646C DE 222646 C DE222646 C DE 222646C DE NDAT222646 D DENDAT222646 D DE NDAT222646D DE 222646D A DE222646D A DE 222646DA DE 222646 C DE222646 C DE 222646C
- Authority
- DE
- Germany
- Prior art keywords
- base plate
- wall
- foundation wall
- building
- foundation
- 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.)
- Active
Links
- UIIMBOGNXHQVGW-UHFFFAOYSA-M buffer Substances [Na+].OC([O-])=O UIIMBOGNXHQVGW-UHFFFAOYSA-M 0.000 claims description 3
- 230000036633 rest Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000000284 resting Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
KAISERLICHESIMPERIAL
PATENTAMT.PATENT OFFICE.
Vorliegende Erfindung betrifft eine erdbebensichere Bauart für die Unterstützung von Gebäuden mit Ausnahme von Wasserhochbehältern (die den Gegenstand eines anderen Patents bilden), und zwar besteht das Wesen der Erfindung darin, daß das Gebäude mit einer auf der Unterfläche als Kugelabschnitt ausgebildeten Grundplatte fest verbunden ist, die, seitlich durch nachgiebige Puffer abgestützt,The present invention relates to an anti-seismic structure for supporting buildings with the exception of elevated water tanks (which are the subject of another patent form), namely the essence of the invention is that the building with a is firmly connected to the base plate formed as a spherical segment on the lower surface, which, laterally supported by flexible buffers,
ίο auf einer in der Oberfläche entsprechend ausgebildeten Grundmauer derart aufruht, daß sie auf dieser bei Bodenschwankungen sich abwälzt und dadurch das Gebäude vor Einsturz bewahren soll. Zur Sicherung gegen seitliche Verschiebungen der Grundplatte gegen die Grundmauer ist erstere mit einem Halbkugelzapfen versehen, der in ein entsprechend ausgebildetes Lager in der Grundmauer eingreift. In der beiliegenden Zeichnung ist der Erfindungsgegenstand teilweise im Schnitt, teilweise in Ansicht veranschaulicht.ίο on an appropriately designed surface The foundation wall rests in such a way that it rolls on this when the ground fluctuates and thereby should prevent the building from collapsing. To secure against lateral Displacements of the base plate against the foundation wall is the former with a hemispherical stud provided, which engages in a correspondingly designed bearing in the foundation wall. In the accompanying drawing, the subject matter of the invention is partly in section, partly illustrated in view.
Das freistehende Gebäude a, dessen Gerippe aus Stahl besteht, ist mit einer auf der Unterfläche als Kugelkalotte ausgebildeten Grundplatte b fest verbunden. Diese Grundplatte besitzt in der Mitte einen Halbkugelzapfen d, der in einer entsprechenden Vertiefung der Grundmauer c sitzt und zur Verhinderung seitlicher Verschiebungen der auf der Grundmauer ruhenden Grundplatte b bestimmt ist. Zur seitlichen Abstützung der Grundplatte b des Gebäudes dienen elastische Stützen e, die in der Grundmauer c in gleichem Abstande vom Zapfen d zweckmäßig so gelagert sind, daß sie bei Beschädigung ausgewechselt werden können. Eine begehbare Verbindung der beweglichen Gebäudegrundplatte b mit dem festgelagerten Fundament c wird durch bewegliche Brücken f hergestellt.The free-standing building a, the frame of which is made of steel, is firmly connected to a base plate b designed as a spherical cap on the lower surface. This base plate has a hemispherical pin d in the middle, which sits in a corresponding depression in the base wall c and is intended to prevent lateral displacement of the base plate b resting on the base wall. For the lateral support of the base plate b of the building, elastic supports e are used, which are expediently mounted in the base wall c at the same distance from the pin d so that they can be replaced if damaged. An accessible connection between the movable building base plate b and the fixed foundation c is established by movable bridges f .
Der Vorteil der neuen Bauart besteht darin, daß ein solches Gebäude infolge seiner beweglichen Grundplatte b unter Zusammendrücken der Puffer e sich bei Bodenschwankungen auf dem Fundament c abwälzt. Hierdurch soll erreicht werden, daß auch bei Erdbeben das Gebäude keine solche Formänderungen erleidet, die seinen Einsturz herbeiführen könnten.The advantage of the new design is that such a building, due to its movable base plate b , rolls on the foundation c when the buffers e are compressed when the ground fluctuates. This is to ensure that, even in the event of an earthquake, the building does not suffer any changes in shape that could cause it to collapse.
Claims (2)
Publications (1)
Publication Number | Publication Date |
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DE222646C true DE222646C (en) |
Family
ID=483520
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DENDAT222646D Active DE222646C (en) |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE222646C (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1280161B (en) * | 1959-12-14 | 1968-10-10 | Dr Thomas Hinckeldey | Device for avoiding oscillating vibrations on structural bodies supported at points |
DE3331509A1 (en) * | 1983-09-01 | 1985-04-18 | Siegfried 3012 Langenhagen Maisenhälder | Pneumatic nuclear shelter with resilient suspension and neutron burst-deflecting insulation |
US4948856A (en) * | 1987-05-22 | 1990-08-14 | B. F. Goodrich Company | Homogeneous addition copolymers of ethylene and cycloolefin monomers and method for producing same |
DE19641104A1 (en) * | 1996-10-05 | 1998-04-23 | Petereit Wolfgang | Foundations for high and=or deep building |
DE102008002801A1 (en) * | 2008-03-11 | 2009-09-17 | Helmut-Schmidt Universität | Building for pumped-storage power station in geologically unstable area, has foundation arranged below lower side of floor, where foundation exhibits retainer, which is designed negatively to half-barrel shape of lower side of floor |
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0
- DE DENDAT222646D patent/DE222646C/de active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1280161B (en) * | 1959-12-14 | 1968-10-10 | Dr Thomas Hinckeldey | Device for avoiding oscillating vibrations on structural bodies supported at points |
DE3331509A1 (en) * | 1983-09-01 | 1985-04-18 | Siegfried 3012 Langenhagen Maisenhälder | Pneumatic nuclear shelter with resilient suspension and neutron burst-deflecting insulation |
US4948856A (en) * | 1987-05-22 | 1990-08-14 | B. F. Goodrich Company | Homogeneous addition copolymers of ethylene and cycloolefin monomers and method for producing same |
DE19641104A1 (en) * | 1996-10-05 | 1998-04-23 | Petereit Wolfgang | Foundations for high and=or deep building |
DE102008002801A1 (en) * | 2008-03-11 | 2009-09-17 | Helmut-Schmidt Universität | Building for pumped-storage power station in geologically unstable area, has foundation arranged below lower side of floor, where foundation exhibits retainer, which is designed negatively to half-barrel shape of lower side of floor |
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