DE325700C - Foundation of buildings in water-containing soil - Google Patents
Foundation of buildings in water-containing soilInfo
- Publication number
- DE325700C DE325700C DE1913325700D DE325700DD DE325700C DE 325700 C DE325700 C DE 325700C DE 1913325700 D DE1913325700 D DE 1913325700D DE 325700D D DE325700D D DE 325700DD DE 325700 C DE325700 C DE 325700C
- Authority
- DE
- Germany
- Prior art keywords
- foundation
- water
- buildings
- shafts
- containing soil
- 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
- E02D27/01—Flat foundations
- E02D27/04—Flat foundations in water or on quicksand
- E02D27/06—Floating caisson foundations
-
- 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
- E02D27/36—Foundations formed in moors or bogs
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Foundations (AREA)
Description
Gründung von Gebäuden in wasserhaltigem Boden. Die Erfindung bezieht sich auf ein neues Gründungsverfahren; es besteht im wesentlichen in der Anwendung des bei Hubbrücken u. dg1. bereits bekannten Verfahrens, nämlich das Gewicht des beweglichen Brückenteiles teilweise durch in Schächten geführte Schwimmer tragen zu lassen, auf die Gründung von Gebäuden in wasserhaltigem, wenig 'tragfähigem Boden.Foundation of buildings in water-containing soil. The invention relates on a new incorporation process; it consists essentially in the application of the lift bridges and dg1. already known method, namely the weight of the Part of the movable bridge part is carried by swimmers guided in shafts to let on the foundation of buildings in water-containing, poorly 'load-bearing soil.
Das Verfahren wird ausgeführt, indem Schächte oder Brunnen in dem wenig tragfähigen Baugrund abgeteuft werden, dessen Grundwasserstand meist ziemlich hoch steht. Diese Schächte können in bekannter Weise mit einer Auskleidung versehen sein und gestatten, da sie unten ganz oder teilweise offen sind, dem Grundwasser den Zutritt. Das nachträgliche.Eindringen' von Schlamm und Moor kann durch den Einbau von Sieben o. dgl. verhindert werden.The procedure is carried out by placing manholes or wells in the building ground with little load-bearing capacity is being sunk, the groundwater level of which is usually quite stands tall. These shafts can be provided with a lining in a known manner and allow, as they are completely or partially open below, the groundwater access. The subsequent penetration of mud and bog can be prevented by the installation of seven o. The like. Be prevented.
Da der Wasserspiegel innerhalb. und außerhalb der Schächte derselbe ist, so werden diejenigen Beanspruchungen der Schächte und des Grundes vermieden, welche bei unten geschlossenen Schächten, also Kästen, infolge der Höhenunterschiede des äußeren und inneren Wasserspiegels eintreten. Diese Schächte dienen zur Aufnahme der die Grundplatte .des Gebäudes stützenden Schwimmer, welche vollkommen eingetaucht sein müssen, so daß die jeweilige Höhe des Wasserspiegels ohne Einfluß auf die Höhenlage der Schwimmer bleibt. Der Auftrieb der Schwimmer ist hierbei derart zu berechnen, d'aß er einen beträchtlichen Teil des zu tragenden Gewichtes, beispiels'vveise 9o Prozent, ausgleicht. Infolgedessen braucht der feste Grundb;u nur noch den Rest, beispielsweise io Prozent, des Gebäudegewichtes zu tragen, -. wodurch die sichere Gründung der Bauwerke selbst .in sehr wenig tragfähigem Boden unter der Vorauss.etzung d'er. Wasserdichtigkeit der Schwimmer sehr erleichtert, wird:.Because the water level is inside. and outside the shafts the same is, then those stresses on the shafts and the ground are avoided, which in the case of shafts closed at the bottom, i.e. boxes, as a result of the height differences enter the outer and inner water level. These shafts are used for receiving the float supporting the base of the building, which is completely submerged must be so that the respective height of the water level has no influence on the altitude the swimmer stays. The buoyancy of the swimmers must be calculated in such a way that d'ass a considerable part of the weight to be carried, for example 9o Percent, offsets. As a result, the solid ground only needs the rest, for example, 10 percent of the weight of the building to carry -. making the safe Foundation of the structures themselves in very poor soil under the prerequisite the. Watertightness of the swimmer is made much easier :.
Die -Zeichnung zeigt, in welcher Weise die Gründung gemäß vorliegender Erfindung erfolgen kann.The drawing shows in which way the foundation according to the present Invention can be made.
Auf der Zeichnung bezeichnet a den unteren Teil des.zu gründenden Gebäudes und b die Geländehöhe. Mit c sind die bis tief unter den Grundwasserspiegel reichenden, am Boden offenen, als Führungsschächte dienenden Brunnen bezeichnet, in welche die den größten Teil des Gebäudegewichts tragenden Schwimmer d so tief eingetaucht sind, daß sie bei jeder.Höhe des Grundwasserspiegels völlig unter Wasser stehen und infolgedessen im wesentlichen den gleichen Auftrieb haben. Die übertragung des Gebäudegewichts auf die Schwimmer d 'erfolgt hierbei zweckmäßig durch Vermittlung einer aus Eisenbeton hergestellten Grundplatte.e, welche mit den auf den Schwimmern d aufsitzenden Stempeln f starr verbunden ist. Behufs Vornahme von Ausbesserungen können die Schwimmer mit Einsteigöffnungen versehen sein.In the drawing, a denotes the lower part of the building to be founded and b the terrain height. With c the wells, which reach deeply below the groundwater level, are open at the bottom and serve as guide shafts, in which the swimmers d, which carry the largest part of the building's weight, are immersed so deep that they are completely under water at every height of the groundwater level and consequently have essentially the same buoyancy. The transfer of the weight of the building to the floats d 'is expediently effected by means of a base plate.e made of reinforced concrete, which is rigidly connected to the stamps f seated on the floats d. In order to carry out repairs, the swimmers can be provided with access openings.
Claims (2)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE325700T | 1913-02-15 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE325700C true DE325700C (en) | 1920-09-17 |
Family
ID=6183167
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE1913325700D Expired DE325700C (en) | 1913-02-15 | 1913-02-15 | Foundation of buildings in water-containing soil |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE325700C (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3232015A (en) * | 1962-03-15 | 1966-02-01 | Sylvania Electric Prod | Shock isolating support systems |
DE29716948U1 (en) | 1997-09-16 | 1997-11-13 | Kürvers, Klaus, Dr.-Ing., 10963 Berlin | Substructure for structures in flood-prone areas |
NL2001295C2 (en) * | 2008-02-19 | 2009-08-20 | Dura Vermeer Business Dev B V | Method for manufacturing a structure. |
-
1913
- 1913-02-15 DE DE1913325700D patent/DE325700C/en not_active Expired
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3232015A (en) * | 1962-03-15 | 1966-02-01 | Sylvania Electric Prod | Shock isolating support systems |
DE29716948U1 (en) | 1997-09-16 | 1997-11-13 | Kürvers, Klaus, Dr.-Ing., 10963 Berlin | Substructure for structures in flood-prone areas |
NL2001295C2 (en) * | 2008-02-19 | 2009-08-20 | Dura Vermeer Business Dev B V | Method for manufacturing a structure. |
EP2093332A1 (en) * | 2008-02-19 | 2009-08-26 | Dura Vermeer Business Development B.V. | Method for constructing a foundation |
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