EP0708207A1 - Procédé et construction de cadre pour une fondation d'un bâtiment - Google Patents

Procédé et construction de cadre pour une fondation d'un bâtiment Download PDF

Info

Publication number
EP0708207A1
EP0708207A1 EP95115573A EP95115573A EP0708207A1 EP 0708207 A1 EP0708207 A1 EP 0708207A1 EP 95115573 A EP95115573 A EP 95115573A EP 95115573 A EP95115573 A EP 95115573A EP 0708207 A1 EP0708207 A1 EP 0708207A1
Authority
EP
European Patent Office
Prior art keywords
frame
frame according
building
quiver
support structure
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.)
Withdrawn
Application number
EP95115573A
Other languages
German (de)
English (en)
Inventor
Franz Mohr
Karsten Hirsch
Günter H. Herms
Norbert Peter
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.)
GEMINI-AREA-HAUSBAU GmbH
Original Assignee
GEMINI-AREA-HAUSBAU 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 GEMINI-AREA-HAUSBAU GmbH filed Critical GEMINI-AREA-HAUSBAU GmbH
Publication of EP0708207A1 publication Critical patent/EP0708207A1/fr
Withdrawn legal-status Critical Current

Links

Images

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

Definitions

  • the invention relates to a method and a prefabricated frame for the foundation of a building.
  • the invention has for its object to provide a method and a framework for the foundation of a building, which completely eliminate the cumbersome measurement explained above and the subsequent erection of formwork.
  • a method according to claim 1 and a frame according to claim 4 serve to achieve this object.
  • a floor area is first leveled, for example in an excavation opening for a basement of a building. If the basement is to be dispensed with, only a leveling and not a cellar excavation is required. Then a prefabricated frame is placed on the correspondingly roughly oversized floor surface and brought to the desired horizontal level by adjusting the height of at least three different points on its circumference. Then the frame, which also serves as formwork, is poured with concrete.
  • the prefabricated frame can have a drainage line for groundwater surrounding its circumference, which therefore does not have to be subsequently inserted around the foundation, as is required in the case of the ring drains customary up to now.
  • the frame can also be prefabricated with a waste water drainage used to drain the domestic water.
  • the frame which is preferably welded together from sheet steel profiles, including the stroke adjustment device, is "lost", ie can only be used once for each building. With the prefabrication of the frame additional costs are far outweighed by the saving in working time, so that the method and the frame according to the invention, particularly in prefabricated construction, lead to considerable cost savings.
  • FIGS. 1 and 2 A frame for the foundation of a building is shown overall in FIGS. 1 and 2 and in detail in FIGS. 3 to 6.
  • the frame has a lattice structure 2 made of welded sheet steel profiles, namely the circumference of the frame surrounding L-profiles 4, which are open inwards and upwards, and hollow profiles 6 drawn into the lattice support structure for reinforcement, which are formed as square tubes in the exemplary embodiment shown.
  • a lattice structure 2 made of welded sheet steel profiles, namely the circumference of the frame surrounding L-profiles 4, which are open inwards and upwards, and hollow profiles 6 drawn into the lattice support structure for reinforcement, which are formed as square tubes in the exemplary embodiment shown.
  • customary profiles of a different design and, instead of two profile types, uniform profiles throughout, for example U, T or H profiles.
  • an upwardly open quiver 8 is arranged for receiving building supports. 3 and 4, the quiver 8 arranged near the frame circumference are welded to the upright legs 4 'of the L-profiles by means of V-shaped sheets 10.
  • tension cables 12 are stretched diagonally to stiffen the lattice structure 2.
  • tension cables 12 which can only be stretched between the four main corners of the lattice structure, there are rectangular or round struts, such as e.g. indicated at 13 in Fig. 2, can be used.
  • the lattice structure can also be made of plastic or wood instead of metal profiles. It can be supplemented by a floor, in particular if the ground is sloping / uneven, in order to avoid unnecessary consumption of concrete by closing the lattice structure 2 downwards.
  • reference numeral 14 denotes a drainage line made of a porous material with a drain, not shown, at a specific point on the frame circumference, which is used to drain groundwater. According to FIG. 4, the lower, horizontal leg 4 ′′ of the L-profile is somewhat higher than the lower edge of the drainage line.
  • FIGS. 1 and 2 only in FIGS. 1 and 2 is an additional waste water drain 16 drawn in, which is preassembled on the frame by connecting to square tubes 6 and tensioning cables 12 of the lattice structure 2.
  • FIG. 2 At the six corners of the frame a total of six stroke adjusting devices 18 are indicated in FIG. 2 between L-profiles 4 and square tubes 6 running parallel thereto, which are shown in detail in FIGS. 5 and 6, but in FIGS. 3 and 4 of the Are not drawn for the sake of clarity.
  • Each stroke adjustment device 18 has a rotatable threaded spindle 20 which is screwed into a nut 22 welded to the L-profile 4.
  • the foot of the spindle 20 is designed as a ball 23 and is held between a spherical-galotte-shaped recess 26 of a base plate 21 and a tab 24 connected to the edge of the recess at 25, which allows the spindle 20 to pass through an opening 27 upwards and with an arched upwards Collar 28 holds the ball 23 in the recess 26 and thus prevents the spindle 20 from axially shifting.
  • the spindle 20 is by means of a hand tool or an auxiliary power tool, e.g. B. hydraulic, rotatable at 29.
  • the frame can be adjusted to a desired horizontal level.
  • the webs 4 ', 4' 'of the L-profiles can be provided with flanges 41 or ribs 42 for stiffening.
  • the frame is lowered by means of a crane (not shown) in the direction of arrow a in FIG. 7 onto the leveled floor surface 100, in the floor surface 100 at all those locations where the anchoring sections 8 'of the quiver 8 are down from the frame protrude, to accommodate these anchoring sections 8 ', well-dimensioned holes 102 are made in the ground.
  • the lattice support structure 2 of the frame is aligned to a predetermined horizontal level by means of the stroke adjustment devices 18.
  • the distance between the lattice support structure 2 and the floor surface 100 is completely filled with gravel 103 or the like, whereupon the interior of the frame is then simultaneously poured with the holes 102 with concrete. In this way, the frame is reliably anchored to the ground.
  • sealing covers 8'' are removed from the upper openings of the quiver 8, so that building supports 106 enter the cavities of the quiver from above Fig. 10 can be used.
  • the building supports 106 are secured in the next step according to FIG. 11 by wedging and pouring concrete at 107.
  • the perspective representation of the cast foundation plate 101 according to FIG. 12 shows an intermediate state between the method steps according to FIGS. 9 and 10, wherein the closure cover 8 ′′ has been removed from the quiver 8, but the building supports 106 have not yet been inserted into the quiver 8 have been.
  • FIG. 14 shows a state in which basement walls 110 are drawn in on the foundation plate between the building supports 106.

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)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP95115573A 1994-10-18 1995-10-02 Procédé et construction de cadre pour une fondation d'un bâtiment Withdrawn EP0708207A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4437292 1994-10-18
DE19944437292 DE4437292C2 (de) 1994-10-18 1994-10-18 Verfahren und Rahmen zum Fundamentieren eines Gebäudes

Publications (1)

Publication Number Publication Date
EP0708207A1 true EP0708207A1 (fr) 1996-04-24

Family

ID=6531123

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95115573A Withdrawn EP0708207A1 (fr) 1994-10-18 1995-10-02 Procédé et construction de cadre pour une fondation d'un bâtiment

Country Status (6)

Country Link
EP (1) EP0708207A1 (fr)
CZ (1) CZ270295A3 (fr)
DE (1) DE4437292C2 (fr)
HR (1) HRP950522A2 (fr)
HU (1) HUT77825A (fr)
PL (1) PL310990A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2200603A1 (es) * 2000-06-01 2004-03-01 Montero Jesus Manuel Nunez Proyecto numarmont.

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10256886B4 (de) * 2002-11-22 2011-10-06 M. Findorff Bau Gmbh Verfahren und Vorrichtung zum Fundamentieren und zur Herstellung von Mauerwerk

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2242520A1 (fr) * 1973-08-29 1975-03-28 Marley Homes Ltd
US4380329A (en) * 1980-08-25 1983-04-19 Nunno Louis E M Footing jig for positioning fasteners
FR2591259A1 (fr) * 1985-12-10 1987-06-12 Malie Louis Plot prefabrique destine a supporter un pilier de charpente ou un element de fondation

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE338950B (fr) * 1969-05-28 1971-09-20 K Algers
DE2011145A1 (de) * 1970-03-10 1971-09-23 Schmekyes, Bruno, 5090 Leverkusen Verfahren zur Herstellung von Fertigbauten
DE3442912A1 (de) * 1984-11-24 1986-06-05 Eggeling, Ernst, 4600 Dortmund Verfahren zur herstellung eines koecherfundamentes
DE3608386A1 (de) * 1986-03-13 1987-09-17 Carl Martin Hansen Fundamentschalkasten

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2242520A1 (fr) * 1973-08-29 1975-03-28 Marley Homes Ltd
US4380329A (en) * 1980-08-25 1983-04-19 Nunno Louis E M Footing jig for positioning fasteners
FR2591259A1 (fr) * 1985-12-10 1987-06-12 Malie Louis Plot prefabrique destine a supporter un pilier de charpente ou un element de fondation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2200603A1 (es) * 2000-06-01 2004-03-01 Montero Jesus Manuel Nunez Proyecto numarmont.

Also Published As

Publication number Publication date
CZ270295A3 (en) 1996-05-15
PL310990A1 (en) 1996-04-29
HRP950522A2 (en) 1997-06-30
HU9502954D0 (en) 1995-12-28
HUT77825A (hu) 1998-08-28
DE4437292A1 (de) 1996-05-02
DE4437292C2 (de) 1998-07-02

Similar Documents

Publication Publication Date Title
DE69913977T2 (de) Methode zum herstellen eines plattenbodens und ein plattenboden
DE2920873C2 (de) Vorrichtung für die Anpflanzung von Bäumen u.dgl., insbesondere in Verkehrsbereichen
WO2014067884A1 (fr) Procédé de construction d'une tour en béton armé
DE1138208B (de) Verfahren und Vorrichtung zum Einrichten von mehrgeschossigen, unterkellerten Gebaeuden
EP4038240B1 (fr) Fondation pour turbine d'éolienne
DE3719523A1 (de) Fundierungs- oder absicherungselement
DE2242131C3 (de) Transformatorstation, Umspannstation o.dgl
DE4437292C2 (de) Verfahren und Rahmen zum Fundamentieren eines Gebäudes
WO2008141620A2 (fr) Dispositifs de coffrage et procédé de fabrication de structures monolithiques en béton coulé
EP3299524B1 (fr) Mur en elements prefabriques et son procede de fabrication
EP0515724A1 (fr) Méthode et module préfabriqué pour la construction d'édifices et des bâtiments
EP0645501B1 (fr) Méthode pour la production de modules préfabriqués pour la construction de bâtiments et module préfabriqué
DE19941603C2 (de) Stahlbetonteil zur Herstellung von Fundamenten für Bauwerke
DE202004006629U1 (de) Bodenplatte mit Kellerwand
DE102009021143A1 (de) Fundamentkorb, Fundament und Verfahren zur Bildung eines Fundaments
DE9314567U1 (de) Vorgefertigter Modul
DE2636168C2 (de) Gebäude aus tragenden vorgefertigten Bauteilen
DE3110286A1 (de) "schwimmbecken"
DE3445212C2 (fr)
AT372734B (de) Baukonstruktion
DE4141331A1 (de) Fachwerkbruecke und verfahren zu deren herstellung sowie vorrichtung zur durchfuehrung des verfahrens
AT523783B1 (de) Verkleidung für eine Wandschale und Verfahren zur Herstellung
DE4407191A1 (de) Verfahren zur Herstellung von Stützen oder Säulen bei der Erstellung von Gebäuden u. dgl. sowie aus einer rohrförmigen Schalungsform bestehende Vorrichtung zur Herstellung von Stützen oder Säulen
DE4225953C2 (fr)
DE3415738A1 (de) Verfahren zum herstellen von gruendungen, insbesondere pfahlgruendungen

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB IT LI NL

17P Request for examination filed

Effective date: 19960924

17Q First examination report despatched

Effective date: 19970127

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Withdrawal date: 19990115