EP2511223B1 - Procédé de fabrication d'un dispositif de levage agencé au ras du sol, et utilisation de celui-ci - Google Patents

Procédé de fabrication d'un dispositif de levage agencé au ras du sol, et utilisation de celui-ci Download PDF

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Publication number
EP2511223B1
EP2511223B1 EP12163405.9A EP12163405A EP2511223B1 EP 2511223 B1 EP2511223 B1 EP 2511223B1 EP 12163405 A EP12163405 A EP 12163405A EP 2511223 B1 EP2511223 B1 EP 2511223B1
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EP
European Patent Office
Prior art keywords
cassette
concrete
pit
filling
concrete foundation
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.)
Active
Application number
EP12163405.9A
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German (de)
English (en)
Other versions
EP2511223A1 (fr
Inventor
Hans Balzer
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.)
BALZER, HANS
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 SI201230070T priority Critical patent/SI2511223T1/sl
Priority to PL12163405T priority patent/PL2511223T3/pl
Publication of EP2511223A1 publication Critical patent/EP2511223A1/fr
Application granted granted Critical
Publication of EP2511223B1 publication Critical patent/EP2511223B1/fr
Priority to CY20141100713T priority patent/CY1115676T1/el
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
    • B66F7/00—Lifting frames, e.g. for lifting vehicles; Platform lifts
    • B66F7/28—Constructional details, e.g. end stops, pivoting supporting members, sliding runners adjustable to load dimensions

Definitions

  • the present invention relates to a method for producing a countersunk in the ground arranged lifting device for motor vehicles od. Like .. Further, the present invention relates to the use of at least one steel cassette for receiving a lifting device.
  • Lifting devices of the type mentioned are used for lifting motor vehicles in motor vehicle workshops, gas stations or in research companies that deal with motor vehicles.
  • lifting devices of this type are sunk in the ground, in particular hall floor arranged such that they can be easily run over by a vehicle in the lowered position.
  • the vehicle can be positioned over the lifting device and lifted by the lifting device to a desired height.
  • lifting devices only the lifting rods or lifting cylinders are present above the respective floor, so that a maximum of large space between the raised motor vehicle and the ground is present.
  • Such a lifting device is in the US 5,860,491 described.
  • the present invention is therefore based on the object of specifying a method which is considerably simpler in terms of the production of a sunk in the ground arranged lifting device without the functionality suffers. Furthermore, it is an object to provide recording cassettes that can be handled particularly easily for the stated purpose.
  • the pit for receiving the above-mentioned cassette preferably has the shape of a reverse truncated pyramid. That The side walls of the pit are inclined from the ground in the upward direction obliquely outward. Thus, a lateral support of the pit sidewalls is unnecessary. In particular, no sheathing boards for concrete supporting walls are required.
  • a steel reinforcement is connected to the top of each cassette prior to the erection of the concrete floor.
  • the method according to the invention is particularly suitable for the installation of steel cassettes, preferably double-walled steel cassettes, which are known per se.
  • the cassettes are provided with height-adjustable support feet.
  • the cassettes on the concrete foundation can be adjusted relatively easily, i. both bring to Lot and also level on height.
  • FIGS. 1 to 6 an embodiment of a method according to the invention shown in more detail.
  • Fig. 7 shows an embodiment with a plurality of lifting devices arranged side by side.
  • Fig. 1 is the first step for producing a sunk in the ground arranged lifting device for motor vehicles od.
  • This pit has, for example, a depth of 2.70 m.
  • the side walls of the pit are inclined obliquely outwards, so that a lateral support of the side walls is not required.
  • FIG. 3 a prefabricated cassette, in particular steel cassette for receiving a lifting device placed or positioned.
  • This steel cassette is identified by the reference numeral 12. It stands on support legs 13 on the concrete foundation 11, wherein in the present case, the support legs 13 are fastened via metal dowels on the concrete foundation.
  • an equipotential bonding between the steel cassette and the concrete foundation or soil is produced.
  • the cassette 12 upon entry of concrete between the lower edge of the cassette and concrete foundation, the cassette 12 "floats" upwards or is pushed upwards by the concrete.
  • the space between the lower edge or bottom of the cassette and concrete foundation is preferably filled with concrete.
  • the process step of fixing the cassette to the concrete foundation is in Fig. 3 indicated.
  • the steel cassette 12 preferably has height-adjustable supports at its four corners, so that the steel cassette can be aligned on the concrete foundation 11 and can also be level-adjusted.
  • the height adjustment is carried out so that the upper edge 14 of the cassette 12 is approximately flush with the surface of the later workshop or hall floor.
  • the corresponding level is indicated by the reference numeral 15 in the accompanying figures.
  • Fig. 4 a filling of the pit 10 with compressible material, in particular consisting of soil and gravel, up to a level below at least one laterally arranged on the cartridge 12 installation tube 16 through which hydraulic and / or electrical lines from the outside are in the cassette inside laid ,
  • compressible material in particular consisting of soil and gravel
  • installation tubes 16 are attached to two opposite sides of the cassettes.
  • the filling material is in Fig. 4 denoted by the reference numeral 17.
  • the or the installation tubes 16 still attached a jacket tube, and upstanding out of the pit.
  • this jacket tube 19 the interior of the cassette remains accessible from the outside for hydraulic and / or electrical lines. It gets up in this regard Fig. 6 directed.
  • the pit 10 is completely filled with compaction-capable material, up to the level "bottom workshop or hall floor".
  • Such a hall floor is then erected, through a corresponding concrete layer 20.
  • a steel reinforcement 21 is connected to the upper edge 14 of the cassette 12 prior to the construction of the existing concrete floor. Through this, the bearing strength of the workshop or hall floor 20 is increased in a conventional manner.
  • a steel cassette in particular double-walled steel cassette is used to accommodate a lifting device, ie the hydraulic or electro-hydraulic or electro-mechanical Hubaggregate, wherein the gap between the inner and outer wall of the steel cassette may be filled with insulating or lightweight concrete.
  • a lifting device ie the hydraulic or electro-hydraulic or electro-mechanical Hubaggregate
  • the gap between the inner and outer wall of the steel cassette may be filled with insulating or lightweight concrete.
  • a cassette in particular steel cassette is used, which is adjustable by means of height-adjustable supports on the concrete foundation 11.
  • FIG. 7 an arrangement of several, namely five steel cassettes each for receiving a lifting device within a pit 10 on a correspondingly sized concrete foundation 11 is shown.
  • a plurality ie two and more steel cassettes with corresponding lifting devices at a distance from each other and in a predetermined pattern to each other within a correspondingly sized pit are positioned.
  • the fixing of the steel cassettes is then in the same manner as above with reference to FIGS. 1 to 6 described, all of which happens simultaneously.
  • the sunken in the ground arrangement of several juxtaposed lifting devices is extremely simple and quick to carry out.
  • the gap between the inner and outer walls is usually filled with concrete, in particular lightweight concrete.
  • concrete in particular lightweight concrete.
  • two basic production methods are available:
  • the pit After inserting one or more cassettes in a pit 10 they are leveled in the manner described above, by means of height-adjustable support feet. Subsequently, the pit is compacted with compactable material, in particular consisting of soil and gravel, up to a level below the laterally arranged installation pipes 16 and compacted. Then, a jacket pipe is connected to the one or more Instaifationsrohr (s) and fixed by means of concrete or mortar. Thereafter, in turn, with compactable material of the aforementioned type can be poured up to a height below an indoor floor ceiling and be compacted. On this compacted surface, the entire hall floor reinforcement is attached to the top of each cassette. The reinforcement is frictionally connected to the head part of each cassette.
  • compactable material in particular consisting of soil and gravel
  • the hall floor in conjunction with the double-walled steel cassette can be cast in a single operation with concrete.
  • the concrete between the hall floor and the cassette does not necessarily have the same quality.
  • the cassette must at least be filled with concrete of the quality C20 / 25 F5-6.
  • the at least one cassette for receiving at least one lifting device is leveled within the pit 10 and secured to the concrete foundation so that it is secured against buoyancy upwards.
  • the space between the inner and outer wall of the cassette with concrete for example, the quality C20 / 25 F5-6 shed to undertested hall floor. It is important to ensure that the space between the lower edge of the cassette and the concrete foundation with soil or concrete is poured around 15 to 20 cm high around the cartridge foot, so that the filled in the gap between the inner wall and outer wall of each cassette concrete at the bottom of the cassette not can flow away laterally to the outside.
  • each cassette is preferably parked on height-adjustable supports on the mentioned concrete foundation 11 and leveled to solder and height.
  • the mentioned lower gap is required with the disadvantage that, of course, when pouring concrete in the space between the inner side wall and lateral outer wall then concrete can escape laterally through the lower gap between the cassette and concrete foundation. This must be prevented.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Types And Forms Of Lifts (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Claims (6)

  1. Procédé servant à fabriquer un système de levage agencé enfoncé dans le sol pour des véhicules automobiles ou similaires,
    présentant les étapes de procédé qui suivent consistant à :
    - dégager un évidement au sol ou une fosse (10) ;
    - construire une fondation en béton (11) ;
    - placer une cassette (12) préfabriquée servant à recevoir un système de levage sur la fondation en béton (11) ;
    - orienter la cassette (12) sur la fondation en béton (11) ;
    - remplir la fosse (10) d'un matériau (17) compactable, en particulier constitué de terre et de débris, jusqu'à une hauteur d'installation prédéterminée, en particulier jusqu'à une hauteur sous au moins un tube d'installation (16) disposé sur le côté de la cassette (12), à travers lequel des conduites hydrauliques et/ou électriques peuvent être posées depuis l'extérieur à l'intérieur de la cassette ;
    - réaliser une couche de béton ou de mortier (18) sur le niveau de la hauteur d'installation, en particulier entre le côté supérieur du remplissage de fosse (17) et le tube d'installation (16) au moins au nombre de un ;
    - raccorder la conduite d'installation à au moins une paroi latérale de la casette, et placer en particulier, au travers de cette dernière, sur le tube d'installation (16), un tube de raccordement ou un tube-enveloppe (19) dirigé vers le haut et sortant de la fosse (10) ;
    - remplir la fosse (10) d'un matériau compactable, constitué en particulier de terre et de débris jusqu'à un niveau « côté inférieur sol de travail ou sol de salle » ; et
    - construire une couche de béton (20) formant un sol d'atelier ou de salle jusqu'au bord supérieur (14) de la cassette (12).
  2. Procédé selon la revendication 1,
    caractérisé en ce
    que deux cassettes (12) ou plus sont placées dans la fosse (10) l'une par rapport à l'autre à une distance prédéterminée et selon un agencement prédéterminé l'une par rapport à l'autre, sachant que l'intégration à l'intérieur de la fosse (10) se fait pour toutes les cassettes (12) de manière similaire et de manière simultanée (fig. 7).
  3. Procédé selon la revendication 1 ou 2,
    caractérisé en ce
    qu'une armature d'acier (21) est raccordée au bord supérieur (14) ou à la partie supérieure de la cassette (12) avant la construction du sol de travail ou de salle constitué de béton.
  4. Procédé selon l'une quelconque des revendications 1 à 3,
    caractérisé en ce que
    lors de l'utilisation d'une cassette (12) à double paroi, l'espace intermédiaire situé entre la paroi intérieure latérale et la paroi extérieure latérale de la cassette (12) est rempli de béton soit avant le remblayage de la fosse (10) soit après ce dernier, en particulier conjointement avec le sol de travail ou de salle.
  5. Procédé selon la revendication 4,
    caractérisé en ce
    que la cassette (12) est placée à distance de la fondation de béton (11) sur cette dernière, et en ce que l'espace intermédiaire situé entre l'arête inférieure ou le fond de la cassette (12) et la fondation en béton (11) est rempli de béton par l'interstice situé entre la paroi intérieure latérale et la paroi extérieure latérale de la cassette (12).
  6. Procédé selon la revendication 5,
    caractérisé en ce
    que l'espace intermédiaire situé entre l'arête inférieure ou le fond de la cassette (12) et la fondation en béton (11) est étanchéifié avec le matériau compactable avant le comblement de béton tout autour de la cassette (12).
EP12163405.9A 2011-04-13 2012-04-05 Procédé de fabrication d'un dispositif de levage agencé au ras du sol, et utilisation de celui-ci Active EP2511223B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SI201230070T SI2511223T1 (sl) 2011-04-13 2012-04-05 Postopek za izdelavo talne dviĹľne naprave in uporaba le-te
PL12163405T PL2511223T3 (pl) 2011-04-13 2012-04-05 Sposób wytwarzania wpuszczonego w podłogę urządzenia podnoszącego oraz jego stosowania
CY20141100713T CY1115676T1 (el) 2011-04-13 2014-09-04 Μεθοδος για την κατασκευη βυθισμενου διατεταγμενου εντος του δαπεδου εξοπλισμου ανυψωσης και χρηση αυτου

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102011016926A DE102011016926A1 (de) 2011-04-13 2011-04-13 Verfahren zur Herstellung einer im Boden versenkt angeordneten Hebeeinrichtung, und Verwendung einer solchen

Publications (2)

Publication Number Publication Date
EP2511223A1 EP2511223A1 (fr) 2012-10-17
EP2511223B1 true EP2511223B1 (fr) 2014-06-11

Family

ID=46025481

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12163405.9A Active EP2511223B1 (fr) 2011-04-13 2012-04-05 Procédé de fabrication d'un dispositif de levage agencé au ras du sol, et utilisation de celui-ci

Country Status (10)

Country Link
EP (1) EP2511223B1 (fr)
CY (1) CY1115676T1 (fr)
DE (1) DE102011016926A1 (fr)
DK (1) DK2511223T3 (fr)
ES (1) ES2499615T3 (fr)
HR (1) HRP20140847T1 (fr)
PL (1) PL2511223T3 (fr)
PT (1) PT2511223E (fr)
SI (1) SI2511223T1 (fr)
SM (1) SMT201400125B (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016104517U1 (de) 2015-09-21 2016-08-29 Pavol Vaño Vorrichtung zur Durchführung eines vertikalen und eines horizontalen Transports von sehr schweren Körpern

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4324339C2 (de) * 1993-05-26 1996-03-28 Balzer Heide Montage- und Reparaturgrube sowie Verfahren zur Herstellung derselben
DE9310842U1 (de) * 1993-06-23 1994-02-03 Balzer Heide Montage- und Reparaturgrube
DE9401505U1 (de) * 1994-01-29 1994-04-21 Jacobsen Horst Stahlkassette für Montagegruben
DE29516690U1 (de) * 1995-10-23 1996-05-30 Jacobsen Horst Dipl Ing Stahlkassette für Montagegruben
US5860491A (en) * 1996-07-18 1999-01-19 Advantage Lift Systems, Inc. Hydraulic lift system and method for retrofitting
DE19712327A1 (de) * 1997-03-25 1998-10-01 Horst Dipl Ing Jacobsen Kombination einer Fertigmontagegrube aus Stahl und Beton, sowie Verfahren zur Herstellung derselben
DE10349065B3 (de) * 2003-10-22 2005-05-25 Hörnstein, Karin Hydraulische 2-Stempel-Hebebühne
DE202006008537U1 (de) * 2006-05-26 2006-07-27 Hans Balzer Gmbh & Co. Kg Werkstatt- Und Fahrzeugtechnik Montage- und Reparaturgrube
DE202008003251U1 (de) * 2008-03-06 2008-08-28 Hans Balzer Werkstatt- und Fahrzeugtechnik GmbH & Co. KG Montage- und Reparaturgrube sowie System zur Entsorgung von Abwasser im Bereich von Montagegruben
DE102009019143A1 (de) * 2009-04-29 2010-11-11 Herrmann Ag Hebebühne mit anpassbarer Aufnahmehülse

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016104517U1 (de) 2015-09-21 2016-08-29 Pavol Vaño Vorrichtung zur Durchführung eines vertikalen und eines horizontalen Transports von sehr schweren Körpern

Also Published As

Publication number Publication date
SI2511223T1 (sl) 2014-11-28
PT2511223E (pt) 2014-09-15
SMT201400125B (it) 2014-11-10
HRP20140847T1 (hr) 2014-10-24
ES2499615T3 (es) 2014-09-29
DE102011016926A1 (de) 2012-10-18
DK2511223T3 (da) 2014-09-15
EP2511223A1 (fr) 2012-10-17
CY1115676T1 (el) 2017-01-25
PL2511223T3 (pl) 2014-11-28

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