DE815470C - Shallow foundations for buildings with foundations widened on one side - Google Patents

Shallow foundations for buildings with foundations widened on one side

Info

Publication number
DE815470C
DE815470C DEW3212A DEW0003212A DE815470C DE 815470 C DE815470 C DE 815470C DE W3212 A DEW3212 A DE W3212A DE W0003212 A DEW0003212 A DE W0003212A DE 815470 C DE815470 C DE 815470C
Authority
DE
Germany
Prior art keywords
foundations
widened
shallow
buildings
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
Application number
DEW3212A
Other languages
German (de)
Inventor
Karl Weiss
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DEW3212A priority Critical patent/DE815470C/en
Application granted granted Critical
Publication of DE815470C publication Critical patent/DE815470C/en
Expired legal-status Critical Current

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
    • E02D27/02—Flat foundations without substantial excavation

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)

Description

Sowohl bei weniger tragfähigem Baugrund als auch bei in das Grundwasser reichenden Räumen (Kellern) ist es bei Flachgründungen erforderlich, Bauwerke auf durchgehende Platten zu gründen. Dabei ergeben sich Grundplatten von erheblicher Stärke trotz in der- Regel nicht voll ausgenutzter Bodenbelastungen.Both in the case of less stable subsoil as well as in the groundwater Reaching rooms (basements) it is necessary for flat foundations to build structures to establish continuous panels. This results in base plates of considerable Strength in spite of generally not fully utilized soil loads.

Es ist ferner üblich, Säulen- und Grundmauerverbreiterungen einseitig auszuführen und dabei ungleiche Bodenpressungen in Kauf zu nehmen. Es ist auch bekannt, einseitige Säulen- und Mauerverbreiterungen biegefest mit Säulen oder Wänden zu verbinden, um gleichmäßige Bodenpressungen zu erreichen.It is also common for pillars and foundation walls to be widened on one side and accept unequal soil pressures. It is also known one-sided column and wall extensions with columns or walls so that they cannot be bent connect in order to achieve even soil pressures.

Neu ist dagegen die gemäß der Erfindung vorgesehene biegefeste Verbindung einseitiger Säulen- und Grundmauerverbreiterungen untereinander, um die zulässigen Bodenbelastungen voll auszunutzen und gleichmäßige Bodenpressungen zu erzielen, ohne unmittelbare Beanspruchung der biegefesten Verbindung durch die Bodenpressung.What is new, however, is the rigid connection provided according to the invention one-sided column and foundation wall widening among each other to the permissible To take full advantage of soil loads and to achieve uniform soil pressures, without direct stress on the rigid connection due to soil pressure.

In der Zeichnung ist ein Ausführungsbeispiel einer Gründung gemäß der Erfindung dargestellt.In the drawing, an embodiment of a foundation is according to of the invention shown.

Die Bauteile a sind zur Übertragung der Kräfte in den Baugrund auf einseitig verbreiterten Beton- oder Stahlbeionfundamenten b erstellt, welche durch die Stahlbetonplatten oder -balken c biegefest untereinander verbunden sind. Unter der biegefesten Verbindung c ist ein Hohlraum d ausgespart, der sicherstellt, daß nur die Fundamente b an der Kraftübertragung in den Baugrund beteiligt werden und eine unmittelbare Beanspruchung der biegefesten Verbindung c durch die Bodenpressung auch bei Bauwerksetzungen nicht eintreten kann.The components a are to transfer the forces into the subsoil one-sided widened concrete or steel foundation b created, which through the reinforced concrete slabs or beams c are rigidly connected to one another. Under the rigid connection c is cut out a cavity d, which ensures that only the foundations b are involved in the power transmission into the subsoil and a direct stress on the rigid connection c by the soil pressure cannot occur even if the building is settled.

Claims (2)

PATENTANSPRÜCHE: i. Flachgründung für Bauwerke mit einseitig verbreiterten Fundamenten für Wände, Stützen o. dgl., dadurch gekennzeichnet, daß die Fundamente (b) zwecks voller Ausnutzung der zulässigen Bodenbelastungen bei gleichförmiger Druckverteilung durch biegesteife Stahlbetonplatten bzw. -balken (c) biegungsfest untereinander verbunden sind. PATENT CLAIMS: i. Shallow foundations for structures with one-sided widened foundations for walls, columns or the like, characterized in that the foundations (b) are rigidly connected to one another by rigid reinforced concrete slabs or beams (c) in order to fully utilize the permissible soil loads with uniform pressure distribution. 2. Gründung nach Anspruch i, dadurch gekennzeichnet, daß unter der Verbindungsplatte (c) bzw. dem Balken ein Hohlraum (d) bzw. Hohlräume angeordnet sind, so daß die Verbindungsplatte (c) bzw, die Balken auch bei Bauwerksetzungen nicht unmittelbar durch die Bodenpressung beansprucht werden können.2. Foundation according to claim i, characterized characterized in that a cavity under the connecting plate (c) or the beam (d) or cavities are arranged so that the connecting plate (c) or the beams not directly stressed by soil pressure even when the building is settled can be.
DEW3212A 1950-08-09 1950-08-09 Shallow foundations for buildings with foundations widened on one side Expired DE815470C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEW3212A DE815470C (en) 1950-08-09 1950-08-09 Shallow foundations for buildings with foundations widened on one side

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEW3212A DE815470C (en) 1950-08-09 1950-08-09 Shallow foundations for buildings with foundations widened on one side

Publications (1)

Publication Number Publication Date
DE815470C true DE815470C (en) 1951-10-01

Family

ID=7591917

Family Applications (1)

Application Number Title Priority Date Filing Date
DEW3212A Expired DE815470C (en) 1950-08-09 1950-08-09 Shallow foundations for buildings with foundations widened on one side

Country Status (1)

Country Link
DE (1) DE815470C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1134637B (en) * 1953-03-26 1962-08-09 Habil Ferdinand Siemonsen Dr I Foundation for angular support walls and similar structures

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1134637B (en) * 1953-03-26 1962-08-09 Habil Ferdinand Siemonsen Dr I Foundation for angular support walls and similar structures

Similar Documents

Publication Publication Date Title
DE815470C (en) Shallow foundations for buildings with foundations widened on one side
DE905060C (en) Process for erecting buildings made of straw clay and the like like
DE804957C (en) Permanent formwork for walls
DE872839C (en) Ceiling stone and beams made from these stones
AT107186B (en) Building board.
DE687483C (en) Ceiling to be produced in dry construction from beams and cover plates
AT304827B (en) Process for the production of a concrete shell structure
DE601651C (en) Load-bearing wall made of a weatherproof outer shell, an insulating inner shell and a concrete filling
DE848694C (en) Process for the production of Schuettwand
AT150119B (en) Hollow stone masonry, especially for skeleton structures, high-rise buildings, silos, ceilings and the like. like
DE1609731A1 (en) Construction element for the erection of building walls
AT200769B (en) Process for the production of structures from concrete and structure produced therefrom
AT77438B (en) Formwork for concrete ceilings and concrete partition walls.
DE532864C (en) Continuous reinforced concrete ceiling made of finished ribs and slabs
AT283675B (en) Method for erecting structures, in particular high-rise buildings
DE940016C (en) Reinforced concrete plate beam ceiling with filler bodies arranged between the plate beams
DE841948C (en) Process for the production of hollow stone beams and hollow stone reinforced with reinforced concrete for the execution of the process
DE1972239U (en) HOLLOW FORMWORK FOR CASING CONCRETE CONSTRUCTION.
DE2033458A1 (en) Floor or ceiling construction for a prefabricated building
DE1162997B (en) Reinforced concrete structural element serving as an abutment for roof structures made of wood or prefabricated reinforced concrete parts for holding cornice panels formed from precast reinforced concrete parts
DE803425C (en) Reinforced concrete rib ceiling made of precast concrete parts
DE503427C (en) Process for the production of longitudinally and transversely reinforced stone iron ceilings
DE811284C (en) Hollow block skeleton construction
DE421344C (en) Process for the production of single or multi-storey concrete truss walls
AT139629B (en) Blanket.