DE9214920U1 - House foundation for filled soils - Google Patents

House foundation for filled soils

Info

Publication number
DE9214920U1
DE9214920U1 DE9214920U DE9214920U DE9214920U1 DE 9214920 U1 DE9214920 U1 DE 9214920U1 DE 9214920 U DE9214920 U DE 9214920U DE 9214920 U DE9214920 U DE 9214920U DE 9214920 U1 DE9214920 U1 DE 9214920U1
Authority
DE
Germany
Prior art keywords
foundation
house
solar
liquid
filled
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 - Lifetime
Application number
DE9214920U
Other languages
German (de)
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.)
Pier Hausbau O-7030 Leipzig De GmbH
Original Assignee
Pier Hausbau O-7030 Leipzig De GmbH
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 Pier Hausbau O-7030 Leipzig De GmbH filed Critical Pier Hausbau O-7030 Leipzig De GmbH
Priority to DE9214920U priority Critical patent/DE9214920U1/en
Publication of DE9214920U1 publication Critical patent/DE9214920U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Building Environments (AREA)

Description

BeschreibungDescription

Solarhausgründung für geschüttete BödenSolar house foundation for filled soils

Stand der TechnikState of the art

Häuser werden üblicher Weise auf festem Boden gegründet oder, wo das z. B. durch Treibsand nicht möglich ist, auf Fundamenten, deren Absenkung durch vertikale Pfähle, Verfestigung des Bodens durch Zuschlagstoffe u. ä. verhindert wird.Houses are usually founded on solid ground or, where this is not possible due to quicksand, on foundations whose subsidence is prevented by vertical piles, consolidation of the ground by aggregates, etc.

Hat der nichtfeste, z. B. geschüttete Boden einer ausgekohlten, nichttoxischen, planierten Braunkohle-Tagebau-Kippe eine Tiefe von 3o - 12o m, unterbleibt der Hausbau, weil die Fundamentierungskosten zu hoch werden. Die von der Solarkollektoranlage erwärmte Flüssigkeit wird in Behältern innerhalb oder außerhalb des Solarhauses gespeichert. If the non-solid soil, e.g. the filled soil of a depleted, non-toxic, leveled brown coal open-cast mining dump, is 3o - 12o m deep, the house cannot be built because the foundation costs are too high. The liquid heated by the solar collector system is stored in containers inside or outside the solar house.

Problemproblem

Der in den Schutzansprüchen 1 bis 4 angegebenen Erfindung liegt das Problem zugrunde, die stabile,waagerechte Lage des Solarhauses trotz eventuell eintretender Fundamentabsenkung mit einfachen, preiswerten und zumindest 5o Jahre lang funktionsfähigen Mitteln zu gewährleisten und eine ausreichende Menge solarthermischer Flüssigkeit zu speichern. The invention specified in claims 1 to 4 is based on the problem of ensuring the stable, horizontal position of the solar house despite possible foundation subsidence using simple, inexpensive means that will function for at least 50 years and of storing a sufficient amount of solar thermal fluid.

LösungSolution

Das Problem wird in einer Variante mit den im Schutzanspruch 1 aufgeführten Merkmalen gelöst (Spindel-Hausfundamentierung). The problem is solved in a variant with the features listed in claim 1 (spindle house foundation).

In einer zweiten Variante (Schwimm-Hausfundamentierung), nach Schutzanspruch 2 und 3 schwimmt das am Boden und an den Seiten abgedichtete Haus in einer flüssigkeitsgefüllten Fundamentwanne, wobei die Flüssigkeit zugleich als Wärmespeicher einer solarthermischen Hausversorgung dienen kann.In a second variant (floating house foundation), according to protection claims 2 and 3, the house, which is sealed on the floor and sides, floats in a liquid-filled foundation tray, whereby the liquid can also serve as a heat storage device for a solar thermal house supply.

Ausführungsbeispiele.Examples of implementation.

Ausführungsbeispiele der beiden Varianten werden anhand der Figuren 1-3 erläutert.Examples of the two variants are explained using Figures 1-3.

Es zeigen:Show it:

Pig. 1 das Solarhaus mit biegesteifem Modulrahmen, gegenüber Fundamentsteinen durch Spindeln abgestützt,Pig. 1 the solar house with rigid module frame, supported by spindles against foundation stones,

Fig. 2 das Solarheus auf einem biegesteifen Rahmen, gegenüber einer Fundament&rgr;latte mit Spindeln abgestützt,Fig. 2 the solar hay on a rigid frame, supported by spindles against a foundation slat,

Fig. 3 das Solarhaus in einer Fundamentwanne schwimmend.Fig. 3 the solar house floating in a foundation tray.

In der Variante der Spindel-Hausfundamentierung befinden sich zwischen dem Rahmen 1 des Solarhauses 2 und den Fundamentsteinen 3 oder der Fundamentplatte 4 nichtrostende Spindeln 5, welche gegenüber den im Rahmen 1 .oder in den Fundamentsteinen oder der Fundamentplatte 4 angeordneten, nicht dargestellten, /■ nichtrostenden Muttern gedreht werden können und so die waagerechte und horizontale Fixierung des Solarhauses 2 mit integrierten Kollektoren 6 und solarthermischem Speicher 7 trotz eventueller Fundamentabsenkung in den geschütteten Boden gewährleisten. In the spindle house foundation variant, there are stainless steel spindles 5 between the frame 1 of the solar house 2 and the foundation stones 3 or the foundation plate 4, which can be rotated relative to the stainless steel nuts (not shown) arranged in the frame 1 or in the foundation stones or the foundation plate 4, thus ensuring the horizontal and horizontal fixation of the solar house 2 with integrated collectors 6 and solar thermal storage 7 despite any possible subsidence of the foundation into the filled ground.

In der Variante als Schwimm-Hausfundamentierung ist das Solarhaus 2 durch eine nichtrostende Abdicht- und Horizontalfixierplatte 8 in einer flüssigkeitsgefüllten Fundamentwanne 9 gelagert, wobei die Kollektoren 6 mit der Flüssigkeit 1o in Rohrverbindung stehen.In the floating house foundation variant, the solar house 2 is supported by a stainless sealing and horizontal fixing plate 8 in a liquid-filled foundation tray 9, where the collectors 6 are connected to the liquid 1o by pipes.

t *t *

Verv/endete BezugszeichenUsed reference symbols

1 Rahmerr1 frame

2 Solarhaus2 Solar House

3 Fundamentstein3 Foundation stone

4 Pundementplatte4 Pundement plate

5 Spindel5 spindle

6 Kollektoren6 collectors

7 Solarthermischer Speicher7 Solar thermal storage

8 Abdicht- und Horizontalfixierplatte8 Sealing and horizontal fixing plate

9 Fundamentwanne 1o Flüssigkeit9 Foundation pan 1o Liquid

Claims (4)

SchutzansprücheProtection claims 1. Solarheusgründung für geschüttete Böden, dadurch gekennzeichnet, daß zwischen den Ecken des biegesteifen Rahmens, auf dem das Haus steht oder welchen es in Modulerbauweise beinhaltet und dem sich eventuell im geschütteten Boden senkenden Fundamentsteinen oder einer biegesteifen Fundamentplatte vertikale, nichtrostende Spindeln, vorzugsweise aus V2A angeordnet sind, welche die waagerechte Lage des Hauses trotz FundamentSenkung gewährleisten und der solarthermische Flüssigkeitsspeicher im oder am Solarhaus befestigt ist.1. Solar house foundation for filled soil, characterized in that between the corners of the rigid frame on which the house stands or which it contains in modular construction and the foundation stones that may sink into the filled soil or a rigid foundation plate, vertical, rust-proof spindles, preferably made of V2A, are arranged, which ensure the horizontal position of the house despite the subsidence of the foundation and the solar thermal liquid storage tank is attached in or to the solar house. 2. Solarhausgründung für geschüttete Böden, dadurch gekennzeichnet, daß zwischen dem biegesteifen Rahmen, auf dem das Haus steht oder welchen es in Modularbauweise beinhaltet und dem sich eventuell im geschütteten Boden senkenden, biegesteifen Fundamenttrog eine nichtrostende, räumlich verformte Abdicht- und Horizontalfixierplatte, vorzugsweise aus V2A mit darunter befindlicher Flüssigkeit, vorzugsweise Wasser mit Desinfektions- und Gefrierschutzmitteln imj flüssigkeitsdichten Fundamenttrog befindet.2. Solar house foundation for filled soil, characterized in that between the rigid frame on which the house stands or which it contains in modular construction and the rigid foundation trough that may sink into the filled soil, there is a rust-proof, spatially deformed sealing and horizontal fixing plate, preferably made of V2A with liquid underneath, preferably water with disinfectants and antifreeze agents in the liquid-tight foundation trough. 3. Solarhausgründung für. geschüttete Böden nach Anspruch 2, dadurch gekennzeichnet, daß der Fundamenttrog und die in ihm befindliche Flüssigkeit volumenmäßig so groß dimensioniert sind, daß die vom Haus verdrängte Flüssigkeit ohne Überlauf aufgenommen werden kann.3. Solar house foundation for filled soils according to claim 2, characterized in that the foundation trough and the liquid contained therein are dimensioned in terms of volume so large that the liquid displaced by the house can be absorbed without overflow. 4. Solarhausgründung für geschüttete Böden nach Anspruch 2 und 3* dadurch gekennzeichnet, daß die zwischen dem Solarhaus und der Fundamentwanne befindliche Flüssigkeit der solarthermische Speicher ist.4. Solar house foundation for filled soil according to claim 2 and 3*, characterized in that the liquid located between the solar house and the foundation tray is the solar thermal storage.
DE9214920U 1992-10-19 1992-10-19 House foundation for filled soils Expired - Lifetime DE9214920U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE9214920U DE9214920U1 (en) 1992-10-19 1992-10-19 House foundation for filled soils

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE9214920U DE9214920U1 (en) 1992-10-19 1992-10-19 House foundation for filled soils

Publications (1)

Publication Number Publication Date
DE9214920U1 true DE9214920U1 (en) 1993-02-18

Family

ID=6885592

Family Applications (1)

Application Number Title Priority Date Filing Date
DE9214920U Expired - Lifetime DE9214920U1 (en) 1992-10-19 1992-10-19 House foundation for filled soils

Country Status (1)

Country Link
DE (1) DE9214920U1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29716948U1 (en) 1997-09-16 1997-11-13 Kürvers, Klaus, Dr.-Ing., 10963 Berlin Substructure for structures in flood-prone areas
DE19641104A1 (en) * 1996-10-05 1998-04-23 Petereit Wolfgang Foundations for high and=or deep building

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2115824A (en) * 1937-01-04 1938-05-03 Mcrorey Roy Lee Automatic floor joist adjuster
US2380692A (en) * 1942-06-22 1945-07-31 Durnison Homes Inc Adjustable building foundation
DE2434813A1 (en) * 1973-08-29 1975-03-13 Marley Homes Ltd PROCEDURE AND SUBSTRUCTURE FOR EATING A FOUNDATION
DE3101537A1 (en) * 1980-01-25 1982-02-18 Société Anonyme Soletanche, 92000 Nanterre UNDERGROUND HEAT STORAGE AND METHOD FOR THE PRODUCTION THEREOF
AT367843B (en) * 1978-10-19 1982-08-10 Schimmerl Josef Dipl Ing Dr Te FOUNDATION FOR A BUILDING WITH A FLOOR PANEL

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2115824A (en) * 1937-01-04 1938-05-03 Mcrorey Roy Lee Automatic floor joist adjuster
US2380692A (en) * 1942-06-22 1945-07-31 Durnison Homes Inc Adjustable building foundation
DE2434813A1 (en) * 1973-08-29 1975-03-13 Marley Homes Ltd PROCEDURE AND SUBSTRUCTURE FOR EATING A FOUNDATION
AT367843B (en) * 1978-10-19 1982-08-10 Schimmerl Josef Dipl Ing Dr Te FOUNDATION FOR A BUILDING WITH A FLOOR PANEL
DE3101537A1 (en) * 1980-01-25 1982-02-18 Société Anonyme Soletanche, 92000 Nanterre UNDERGROUND HEAT STORAGE AND METHOD FOR THE PRODUCTION THEREOF

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
JP 1-198923 A., In: Patents Abstracts of Japan, M-890, Nov. 9, 1989, Vol.13, No.498 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19641104A1 (en) * 1996-10-05 1998-04-23 Petereit Wolfgang Foundations for high and=or deep building
DE29716948U1 (en) 1997-09-16 1997-11-13 Kürvers, Klaus, Dr.-Ing., 10963 Berlin Substructure for structures in flood-prone areas

Similar Documents

Publication Publication Date Title
DE60034647T2 (en) Wind turbine
DE69623639T2 (en) PROTECTIVE DEVICE AGAINST OVERFLOWING
DE2541910C2 (en)
DE3590196T (en) Offshore construction
DE102013108119A1 (en) Substructure element for solar plant on sandy soil in desert region, has hollow floating bodies arranged on base element, and vibration generator for vibrating floating bodies, so as to move floating bodies
DE9214920U1 (en) House foundation for filled soils
WO1988006400A1 (en) Plant element for grassing wall surfaces
DE69318730T2 (en) FUEL STATION AND METHOD FOR ASSEMBLING IT
EP0109043B1 (en) Latent heat storage device with a salt hydrate or a mixture of salt hydrates and salts
EP0442432B1 (en) Construction made of precast concrete elements
DE19543195A1 (en) Shock-absorbing foundation for building
CH693207A5 (en) Odor trap for animal residue container has cover panel to float on surface of liquid manure via inflatable chambers
DE4327504A1 (en) Thermally insulated, rectangular, modular liq. container - has wall or rigid, lightweight wall members, contg. insulating material and side walls being made of interconnected wall members of increased rigidity
EP0678633B1 (en) Building made of several separate prefabricated concrete elements absorbing thermal energy
DE2758339A1 (en) IMPROVEMENTS TO THE PLATFORMS FOR EXPLOITING THE SEA FLOOR
AT525651B1 (en) wave power plant
EP0310981B1 (en) Method and device for the erection of an offshore platform
DE3032763A1 (en) Insulating cover for hot water reservoir - consists of numerous connected hollow cubical floats with earth top covering
DE1708546C3 (en) Foundation bodies, especially for shallow foundations
AT343863B (en) PROTECTION AGAINST FLOATING THROUGH GROUNDWATER FOR SWIMMING POOLS SUNKED IN THE EARTH, RESERVOIR OR DGL.
EP0099938A1 (en) Under-water supporting construction and its installation in deep waters for self raising sea platforms
DE8800152U1 (en) Storage rack for containers
RU1808898C (en) Earth structure erosion-preventing device
DE202022000975U1 (en) Flood Prevention Photovoltaics
DE1853354U (en) TANK, IN PARTICULAR FOR HEATING OIL.