DE336452C - Process for the foundation of buildings in load-bearing ground - Google Patents
Process for the foundation of buildings in load-bearing groundInfo
- Publication number
- DE336452C DE336452C DENDAT336452D DE336452DD DE336452C DE 336452 C DE336452 C DE 336452C DE NDAT336452 D DENDAT336452 D DE NDAT336452D DE 336452D D DE336452D D DE 336452DD DE 336452 C DE336452 C DE 336452C
- Authority
- DE
- Germany
- Prior art keywords
- foundation
- buildings
- load
- bearing ground
- piles
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
Landscapes
- Engineering & Computer Science (AREA)
- Structural 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)
- Foundations (AREA)
Description
Verfahren zum Gründen von Gebäuden in tragfähigem Baugrunde. Die Erfindung betrifft ein Verfahren zum Gründen von Gebäuden in tragfähigem Baugrunde. Das Neue besteht darin, daß im Zuge der Grundmauern Ortpfähle aus Eisenbeton in Abständen hergestellt und durch Balkenlagen gegenseitig miteinander verbunden werden, worauf das umschlossene Erdreich ausgehoben und die Zwischenräume zwischen den Pfählen durch Ausfachungen geschlossen werden. Hierdurch wird an Baustoffen, Arbeitsraum, Erdbewegungen, Einschalungen und Zeit gespart.Procedure for the foundation of buildings in stable ground. The invention relates to a method for the foundation of buildings in stable ground. The new consists in the fact that in the course of the foundation walls place posts made of reinforced concrete at intervals produced and mutually connected by layers of beams, whereupon the enclosed earth and the spaces between the piles were excavated closed by infills. This means that building materials, work space, Earthmoving, shuttering and time saved.
Die Erfindung ist in der Zeichnung in einer Ausführung beispielsweise dargestellt, und zwar in Fig. i in einer Ansicht, Fig. 2 in einem Langschnitt und Fig. 3 in einem Querschnitt der neuen Gründung.The invention is shown in the drawing in one embodiment, for example shown, namely in Fig. i in a view, Fig. 2 in a long section and Fig. 3 in a cross section of the new foundation.
Die im Zuge der Grundmauern in Abständen voneinander hergestellten Ortpfähle aus Eisenbeton i mit den Bewehrungen 2 werden durch die Balkenlagen q. an ihren oberen Enden gegenseitig miteinander verbunden. Hierauf wird das umschlossene Erdreich ausgehoben und der Zwischenraum zwischen den Pfählen i durch dünne Wände 3 geschlossen, welche gegen das stehenbleibende Erdreich hin gewölbt sind, so daß sie den Erdschub besser aufnehmen können.Those made in the course of the foundation walls at a distance from each other Reinforced concrete site piles i with reinforcements 2 are supported by the beam layers q. mutually connected at their upper ends. Then the enclosed Excavated soil and the space between the piles i through thin walls 3 closed, which are arched against the stationary soil, so that they can better absorb the earth thrust.
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE336452T |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DE336452C true DE336452C (en) | 1921-05-03 |
Family
ID=6220380
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DENDAT336452D Expired DE336452C (en) | Process for the foundation of buildings in load-bearing ground |
Country Status (1)
| Country | Link |
|---|---|
| DE (1) | DE336452C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1980001582A1 (en) * | 1979-01-30 | 1980-08-07 | Foundacon Bv | Soil and/or water-retaining wall;method for forming this soil and/or water-retaining wall;and forming mould suitable for use with this method |
| EP0244851A1 (en) * | 1986-05-09 | 1987-11-11 | Strabag Bau - Ag | Tubular pile for a combined sheet-piling wall |
-
0
- DE DENDAT336452D patent/DE336452C/en not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1980001582A1 (en) * | 1979-01-30 | 1980-08-07 | Foundacon Bv | Soil and/or water-retaining wall;method for forming this soil and/or water-retaining wall;and forming mould suitable for use with this method |
| EP0244851A1 (en) * | 1986-05-09 | 1987-11-11 | Strabag Bau - Ag | Tubular pile for a combined sheet-piling wall |
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