DE474485C - Foundation for the protection of buildings against mountain damage - Google Patents
Foundation for the protection of buildings against mountain damageInfo
- Publication number
- DE474485C DE474485C DEW68770D DEW0068770D DE474485C DE 474485 C DE474485 C DE 474485C DE W68770 D DEW68770 D DE W68770D DE W0068770 D DEW0068770 D DE W0068770D DE 474485 C DE474485 C DE 474485C
- Authority
- DE
- Germany
- Prior art keywords
- foundation
- protection
- buildings against
- damage
- against mountain
- 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
Links
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)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
Grundbau zur Sicherung von Gebäuden gegen Bergschäden Die Erfindung betrifft einen Grundbau zur Sicherung von Gebäuden gegen Bergschäden.Foundation for the protection of buildings against mining damage. The invention relates to a foundation structure to secure buildings against mountain damage.
Das Neue besteht darin, daß zur Aufnahme der senkrechten Kräfte die als Träger wirkenden, aus Eisenbeton hergestellten Kellermauern einschließlich Bankette dienen. Diese Tragbalken werden an der Sohle in der Längsrichtung in der Mitte nach unten gewölbt, um der beim Wegsacken des Erdreiches auftretenden Bodenpressung zu begegnen. Ferner wird zur Aufnahme der wagerechten Kräfte eine durchlaufende wagerechte Eisenbetonplatte zwischen die Tragbalken gespannt, welche als Grundplatte dient und zur Übertragung der lotrechten Lasten auf den Erdboden nicht mit herangezogen wird; sie wird daher hohl ausgeführt und berührt den Erdboden nicht.The novelty consists in the fact that the Basement walls made of reinforced concrete, including banquets, that act as beams to serve. These girders are after the sole in the longitudinal direction in the middle arched at the bottom in order to cope with the soil pressure that occurs when the soil subsides to encounter. Furthermore, a continuous horizontal force is used to absorb the horizontal forces Reinforced concrete slab stretched between the supporting beams, which serves as the base plate and not used to transfer the perpendicular loads to the ground will; it is therefore made hollow and does not touch the ground.
Die Tragbalken werden schließlich mit der aus Eisenbeton hergestellten Kellerdeckplatte verspannt.The girders are finally made with the reinforced concrete Tensioned basement cover plate.
Die Erfindung ist in der Zeichnung in einem Ausführungsbeispiel dargestellt, und zwar zeigt die Abb. z den Grundriß, die Abb. 2 einen Schnitt A-B und die Abb. 3 einen Schnitt C-D durch den Grundbau.The invention is shown in the drawing in an exemplary embodiment, namely, Fig. z shows the plan, Fig. 2 a section A-B and Fig. 3 a section C-D through the basic structure.
Zur Aufnahme der senkrechten Kräfte dienen die Tragbalken a, welche an der Sohle in der Längsrichtung in der Mitte nach unten gewölbt sind, um die Bodenpressung beim Wegsacken des Erdreiches aufzunehmen.The supporting beams a, which serve to absorb the vertical forces on the sole in the longitudinal direction in the middle are arched downwards to the ground pressure when the soil sags.
Die wagerechten Kräfte werden durch eine durchlaufende, wagerechte, zwischen die Tragbalken a gespannte Eisenbetongrundplatte b aufgenommen, die hohl liegt und zur Übertragung der lotrechten Lasten auf den Erdboden nicht mit herangezogen wird.The horizontal forces are supported by a continuous, horizontal, between the supporting beams a tensioned reinforced concrete base plate b added, the hollow and is not used to transfer the perpendicular loads to the ground will.
Die Tragbalken a werden schließlich mit der Eisenbetonkellerplatte c verspannt.The support beams a are finally with the reinforced concrete basement slab c braced.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEW68770D DE474485C (en) | Foundation for the protection of buildings against mountain damage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEW68770D DE474485C (en) | Foundation for the protection of buildings against mountain damage |
Publications (1)
Publication Number | Publication Date |
---|---|
DE474485C true DE474485C (en) | 1929-04-03 |
Family
ID=7608191
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEW68770D Expired DE474485C (en) | Foundation for the protection of buildings against mountain damage |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE474485C (en) |
-
0
- DE DEW68770D patent/DE474485C/en not_active Expired
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