DE29804713U1 - U-shell foundation - Google Patents

U-shell foundation

Info

Publication number
DE29804713U1
DE29804713U1 DE29804713U DE29804713U DE29804713U1 DE 29804713 U1 DE29804713 U1 DE 29804713U1 DE 29804713 U DE29804713 U DE 29804713U DE 29804713 U DE29804713 U DE 29804713U DE 29804713 U1 DE29804713 U1 DE 29804713U1
Authority
DE
Germany
Prior art keywords
shell
shell foundation
foundation
thermal insulation
foundations
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
DE29804713U
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.)
HECK HANS PETER
Original Assignee
HECK HANS PETER
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 HECK HANS PETER filed Critical HECK HANS PETER
Priority to DE29804713U priority Critical patent/DE29804713U1/en
Publication of DE29804713U1 publication Critical patent/DE29804713U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/02Flat foundations without substantial excavation
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • E02D2300/0054Including fibers made from plastic
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • E02D2300/0064Including fibers made from metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Foundations (AREA)

Description

Deutsches Patentamt
Zweibrückenstr. 12
80297 München
German Patent Office
Zweibrückenstr. 12
80297 Munich

Neuanmeldung 11.03.1998New registration 11.03.1998

Hans-Peter Heck, Eichkamp 1, 24217 Schönberg
U-Schalen-Fundament
Hans-Peter Heck, Eichkamp 1, 24217 Schönberg
U-shell foundation

Die Erfindung betrifft eine U-Schalenkonstruktion zur Herstellung von Fundamenten aus H'.\ The invention relates to a U-shell construction for the production of foundations made of H'.\

Fertigteilen. ·..· ·Prefabricated parts. ·..· ·

Der Wärmeschutz und die Verringerung des Ernergieverlustes bei Gebäuden bringt meist ; ;**; Verteuerung bei der Detaillösung von Schwachstellen, wie z.B. das Einbringen von Wärmeisolierung in geschalte und bewehrte Fundamente für Energiesparhäuser oder · Passivhäuser.Thermal protection and the reduction of energy loss in buildings usually result in ; ;**; increasing costs for detailed solutions to weak points, such as the installation of thermal insulation in formwork and reinforced foundations for energy-saving houses or · passive houses.

Das U-Schalen-Fundament bringt erhebliche Vorteile durch vorgefertigte, maßhaltige Elemente.und schneller Einbau.The U-shell foundation offers significant advantages through prefabricated, dimensionally accurate elements and quick installation.

Das U-Schalen-Fundament in Fig. 1 welches erfindungsgemäß durch die Formgebung "U" (20) gekennzeichnet, die nach außen zur Aufnahmen der Lasten aus Vormauerung eine Dicke (D Überstand x) und nach unten eine Dicke (21) als Mindestdicke zur Aufnahme der eingeleiteten Randlasten und nach innen eine Mindestdicke (22) als vorgefertigte Blindschalung aufweist, die am Anschlußpunkt zu (21) dicker ist und somit eine leicht konische Form aufweist, vorzugsweise aus Beton hergestellt und konstruktiv mit einem Stahlgeflecht oder Mineralfaser oder Kunststoff-Faser bewehrt, weiter gekennzeichnet durch die an (23) innen angeklebte wärmedämmende Schicht (24) aus vorzugsweise nichtsaugenden, geschlossenporigen Kunststoffschaumplatten ,z.B. Polyurethan oder Mineralschaumplatten, entsprechend der Wanddämmung, gekennzeichnet durch die modulare Bauweise, die sich aus x-facher Ergänzung zu einem Streifenfundament ausbildet, deren gemeinsamer Innenraum mit der zusätzlich statisch erforderlichen Bewehrung versehen mit einem Ortbeton gefüllt werden kann. Erfindungsgemäß sind die Elemente modular mit entsprechenden Aussparungen an einer Kopfseite, die nach unten falzartig abgesetzt, für Greifwerkzeuge (25) aufgebaut, so daß sie mit Montagegeräten an den hierzu vorgesehenen Greifstellen leicht zu heben und montieren sind.The U-shell foundation in Fig. 1 which is characterized according to the invention by the shape "U" (20) which has a thickness (D projection x) on the outside to absorb the loads from the pre-masonry and a thickness (21) on the bottom as a minimum thickness to absorb the introduced edge loads and a minimum thickness (22) on the inside as a prefabricated blind formwork, which is thicker at the connection point to (21) and thus has a slightly conical shape, preferably made of concrete and structurally reinforced with a steel mesh or mineral fiber or plastic fiber, further characterized by the heat-insulating layer (24) glued to (23) on the inside made of preferably non-absorbent, closed-pore plastic foam panels, e.g. Polyurethane or mineral foam panels, corresponding to the wall insulation, characterized by the modular construction, which is formed by multiple additions to a strip foundation, the common interior of which can be filled with in-situ concrete provided with the additional statically required reinforcement. According to the invention, the elements are modular with corresponding recesses on a head side, which is folded downwards, for gripping tools (25), so that they can be easily lifted and assembled with assembly equipment at the gripping points provided for this purpose.

-2--2-

U-Schalen-FundamentU-shell foundation

Erfindungsgemäß kann die Wärmedämmschicht, die werkmäßig oder baustellenseitig z.B. mit PU-Klebern, auch fugenübergreifend aufgebracht und die Seitenschalen (22) + (22a) an den Kopfseiten (26) überlappend gefalzt (parallel oder ineinandersteckbar) zur Tolleranzaufnahme und Dichtigkeit beim Einfüllen des Ortbetons hergestellt werden. Die Eckausbildung zwischen (22) + (21) + (22a) kann wie in (27) dargestellt abgefast oder gerundet ausgeführt werden. Die Schalungsinnenseite (29) ist vorzugsweise griffig rauh, verbundfähig herzustellen. Der Bereich (28) kann bauseits mit Ortbeton verfüllt und entsprechend der statischen Berechnung bewehrt werden.According to the invention, the thermal insulation layer, which is applied in the factory or on site, e.g. with PU adhesives, can also be applied across joints and the side shells (22) + (22a) can be folded overlappingly on the head sides (26) (parallel or interlocking) to accommodate tolerances and ensure tightness when pouring in the in-situ concrete. The corner formation between (22) + (21) + (22a) can be chamfered or rounded as shown in (27). The inside of the formwork (29) should preferably be made rough and non-slip and capable of being bonded. The area (28) can be filled with in-situ concrete on site and reinforced in accordance with the static calculation.

Innenfundamente in Fig. 2 dargestellt, bestehend aus der x-fachen Aneinanderreihung von Einzelformteilen (30), gekennzeichnet dadurch, daß die beiden Seitenscheiben (31) eine Mindestdicke (32) zur Aufnahme der flüssigen Ortbetonmasse und eine Bodenausbildung mit Aussparungen wie (25) aufweist, vorzugsweise aus Beton und konstruktiv wie (20) bewehrt, jedoch ohne Wärmedämmung seriell, sonst wie (20) hergestellt werden kann. Die Verbindung zur Aufnahme der statischen Kräfte ist dadurch gesichert, daß ein Seitenteil (22) im Bereich des Innenanschlusses herausgetrennt werden, und mit erforderlicher Anschlußbewehrung versehen und mit Ortbeton (28) befüllt werden kann.Internal foundations shown in Fig. 2, consisting of the x-fold juxtaposition of individual molded parts (30), characterized in that the two side panels (31) have a minimum thickness (32) to accommodate the liquid in-situ concrete mass and a floor formation with recesses like (25), preferably made of concrete and structurally reinforced like (20), but can be manufactured in series without thermal insulation, otherwise like (20). The connection to absorb the static forces is secured in that a side part (22) can be cut out in the area of the internal connection and provided with the necessary connection reinforcement and filled with in-situ concrete (28).

Claims (4)

U-Schalen-Fundament ANSPRÜCHEU-shell foundation REQUIREMENTS 1. U-Schalenfundament für Außenfundamente, bestehend aus einem stahl-, mineralfaser- oder kunststoffbewehrten Beton in eine Form mit entsprechenden. Negativaussparungen für Falze und Greifvorrichtungen gegossen, gekennzeichnet durch eine Wärmedämmschicht an der Innenseite der Außenschale.1. U-shell foundation for external foundations, consisting of steel, mineral fiber or plastic reinforced concrete cast in a form with corresponding negative recesses for folds and gripping devices, characterized by a thermal insulation layer on the inside of the outer shell. 2. U-Schalenfundament für Innenfundamente, bestehend aus einer symetrischen
Grundform ohne Wärmedämmschicht, sonst wie Anspruch 1.
2. U-shell foundation for interior foundations, consisting of a symmetrical
Basic shape without thermal insulation layer, otherwise as claim 1.
3. U-Schalenfundament, dadurch gekennzeichnet, daß sich die Einzelelemente modular durch ihre Falzausbildung ohne zusätzliche Schalung zusammen fügen lassen.3. U-shell foundation, characterized in that the individual elements can be joined together modularly due to their fold formation without additional formwork. 4. U-Schalenfundament nach einem der vorangehenden Ansprüche, dadurch ;* gekennzeichnet, daß sie Passungen für Greifwerkzeuge aufweisen .4. U-shell foundation according to one of the preceding claims, characterized in that it has fittings for gripping tools. -4--4-
DE29804713U 1998-03-16 1998-03-16 U-shell foundation Expired - Lifetime DE29804713U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE29804713U DE29804713U1 (en) 1998-03-16 1998-03-16 U-shell foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE29804713U DE29804713U1 (en) 1998-03-16 1998-03-16 U-shell foundation

Publications (1)

Publication Number Publication Date
DE29804713U1 true DE29804713U1 (en) 1998-07-16

Family

ID=8054243

Family Applications (1)

Application Number Title Priority Date Filing Date
DE29804713U Expired - Lifetime DE29804713U1 (en) 1998-03-16 1998-03-16 U-shell foundation

Country Status (1)

Country Link
DE (1) DE29804713U1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002042565A1 (en) * 2000-11-21 2002-05-30 Pidgeon, John, Terry Foundation structure
DE102006036540A1 (en) * 2006-08-04 2008-02-07 Schwörer Haus GmbH & Co. Arrangement for the foundation of a building with prefabricated building elements
BE1017172A3 (en) * 2006-06-27 2008-03-04 Europ R & D B V B A Foundation element for engineering construction, comprises prefabricated foot with upright walls separated by gap for receiving concrete and reinforcement
BE1018000A4 (en) * 2008-02-18 2010-03-02 Prefabricated insulating foundation block for buildings, has plate-shaped zone vertically positioned below insulated cavity wall, where plate-shaped zone is moisture permeable and finished with non-porous layer
CN102704603A (en) * 2012-06-15 2012-10-03 吴方伯 Concrete superposed beam

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002042565A1 (en) * 2000-11-21 2002-05-30 Pidgeon, John, Terry Foundation structure
GB2386386A (en) * 2000-11-21 2003-09-17 John Terry Pidgeon Foundation structure
GB2386386B (en) * 2000-11-21 2004-08-18 John Terry Pidgeon Foundation structure
BE1017172A3 (en) * 2006-06-27 2008-03-04 Europ R & D B V B A Foundation element for engineering construction, comprises prefabricated foot with upright walls separated by gap for receiving concrete and reinforcement
DE102006036540A1 (en) * 2006-08-04 2008-02-07 Schwörer Haus GmbH & Co. Arrangement for the foundation of a building with prefabricated building elements
BE1018000A4 (en) * 2008-02-18 2010-03-02 Prefabricated insulating foundation block for buildings, has plate-shaped zone vertically positioned below insulated cavity wall, where plate-shaped zone is moisture permeable and finished with non-porous layer
CN102704603A (en) * 2012-06-15 2012-10-03 吴方伯 Concrete superposed beam

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Date Code Title Description
R086 Non-binding declaration of licensing interest
R207 Utility model specification

Effective date: 19980827

R156 Lapse of ip right after 3 years

Effective date: 20020101