EP0043078A2 - Méthode et dispositif pour lever ou abaisser des bâtiments ou des parties de bâtiments en employant des unités de vérins hydrauliques qui sont commandées séparément ou en groupes - Google Patents

Méthode et dispositif pour lever ou abaisser des bâtiments ou des parties de bâtiments en employant des unités de vérins hydrauliques qui sont commandées séparément ou en groupes Download PDF

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Publication number
EP0043078A2
EP0043078A2 EP81104832A EP81104832A EP0043078A2 EP 0043078 A2 EP0043078 A2 EP 0043078A2 EP 81104832 A EP81104832 A EP 81104832A EP 81104832 A EP81104832 A EP 81104832A EP 0043078 A2 EP0043078 A2 EP 0043078A2
Authority
EP
European Patent Office
Prior art keywords
piston units
cylinder
building
central controller
piston
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.)
Granted
Application number
EP81104832A
Other languages
German (de)
English (en)
Other versions
EP0043078B1 (fr
EP0043078A3 (en
Inventor
Hans Helmut Jung
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.)
Jumoe Gebaeudehebungsgesellschaft Mbh
Original Assignee
Jumo Gebaudehebungsgesellschaft Mbh
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 Jumo Gebaudehebungsgesellschaft Mbh filed Critical Jumo Gebaudehebungsgesellschaft Mbh
Priority to AT81104832T priority Critical patent/ATE18584T1/de
Publication of EP0043078A2 publication Critical patent/EP0043078A2/fr
Publication of EP0043078A3 publication Critical patent/EP0043078A3/de
Application granted granted Critical
Publication of EP0043078B1 publication Critical patent/EP0043078B1/fr
Expired legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
    • E04G23/065—Lifting of buildings

Definitions

  • the invention has for its object to provide a method and an apparatus of the type mentioned which, while avoiding the aforementioned disadvantages, enables the removal of imbalances in buildings or parts of buildings in a completely automatic manner, in order to achieve optimal conditions both in terms of of the distances to be covered by the cylinder-piston units and thus limitation of the additional tensions in the structure and, as a result, the avoidance of cracks during the lifting of the building.
  • this is achieved according to the method in that the skew of the building or part is measured as the actual value and is fed to a central controller which compares this actual value with the dimensions of the building or part and the positions of the cylinders -Coil units and / or groups of them in the building or part forms target values which are given to controllers provided on the cylinder-piston units and the cylinder-piston units on the basis of the control signals formed by their associated controllers The distances traveled are measured as actual values and their controllers are continuously compared with the target values specified by the central controller to form actuating signals for the cylinder-piston units.
  • This regulation makes it possible completely independent of the observation by the operators Sch fla g e part of a building or an entire building ie to correct continuously, until the desired horizontal position or a nearly horizontal position reached. It requires only the beginning of the determination of the actual value of the imbalance of overall b ä ud what can be done by optical means, for example, then this by comparing the actual value m with the ex es- solutions of the building and the positions of the Cylinder-piston units are formed by the central controller setpoints for the individual cylinder-piston units, which are further processed by their controllers into control signals for the cylinder-piston units, so that these one more according to their position in the building to be lifted or less great distance, which is constantly measured and returned as a control variable in the controller of the cylinder-piston units, in which in turn the new values resulting from the change in the actual position of the building are specified as target values and so on Continuous regulation takes place until the building has reached the desired location.
  • a computer preferably a microprocessor, is advantageously used as the central controller.
  • the controllers are Cylinder-piston units connected to the central controller via a serial interface, so that a more or less large stroke can be carried out from the central controller depending on the position of the individual cylinder-piston units.
  • the actual values measured on the basis of the distances covered by the cylinder-piston units are transferred from the controllers of the cylinder-piston units to the central controller and are compared in this with the specified stroke values. This feedback makes it possible to determine whether the stroke specified for the individual cylinder-piston units has actually been covered. ' If this is not the case, ie if the acknowledgment signals do not arrive at the central controller, the lifting process is interrupted because a fault must then exist.
  • the invention further extends to a device of the type mentioned at the outset, in particular for carrying out the proposed method, in which the hydraulic cylinder-piston units in the load-bearing components, such as e.g. Walls, panes, supports, etc. are provided.
  • the hydraulic cylinder-piston units in the load-bearing components such as e.g. Walls, panes, supports, etc. are provided.
  • the cylinder-piston units are each advantageously equipped with a pump, a hydraulic tank and control valves. This configuration results in an outside o rdentlich compact design of the individual cylinder-piston units, which allow quick and easy installation, since only a 220 V power connection to the individual cylinder piston units for their miniature pump relocated to. are needed.
  • the cylinder-piston units are used in recesses of the load-bearing components, e.g. under the basement of the building to be lifted, at such a close distance from each other that it requires the introduction of a special support structure and the provision of foundations for the cylinder-piston units not required, since the load-bearing components retain their functions both above and below the selected lifting level.
  • Each individual cylinder-piston unit is advantageously equipped with a displacement sensor, so that a closed control loop is present.
  • 1 denotes the electrical connection to the usual 220 V network.
  • the central controller 3 which is formed by a desktop computer with a terminal, is connected to the lines 2 leading to this connection.
  • the values calculated by the central controller 3 can be printed out via the printer 4.
  • the values determined by the central controller 3 are passed via the serial interface 5 via the four-wire bus line 7 to the controller 8 of the cylinder-piston unit 9, which is also connected to a displacement sensor 10.
  • controller 8, cylinder-piston unit 9 and displacement sensor 10 are combined to form a unit, as indicated by 6.
  • This unit 6 represents a closed control loop
  • the other controllers 11, 12, 13, 14, 15-n are connected to the 220 V network via star and ring lines 7.
  • the number of controllers 8, 11-n and thus the associated cylinder-piston units 9 is arbitrary and depends on the circumstances of the respective building.
  • the central controller 3 transmits the target specifications for the individual cylinder-piston units 9 to their controllers 8, 11-n via the serial interface 5 in the form of a parallel serial converter with potential separation. Since these are coupled to a travel sensor 10, feedback is given to the associated controllers 8, 11-n and from these also to the central controller 3, so that a comparison can take place in the latter as to whether the specified travel path has actually been covered. If the acknowledgment signals from the individual controllers 8, 11-n do not arrive at the central controller 3, the lifting process is interrupted, since a fault must then exist.
  • cylinder-piston units can be connected, in groups or individually, which can also be arranged in series or in parallel.
  • Each unit 6 represents a self-contained control loop, with an additional forward and return line to the central controller 3. Its values can be made visible on a screen and printed out using a separate printer 4.
  • a small electric pump 16 is connected to each cylinder-piston unit 9, the feed and return lines 17 of which are controlled by the associated computer 8 via electro-magnetic valves.
  • the displacement sensor 10 is attached to the cylinder-piston unit 9 and is electrically connected to the associated controller 8.
  • FIG. 3 The arrangement of a cylinder-piston unit 8 in the recess 18 of an inner wall of a cellar can be seen from FIG. 3, specifically covered by steel plates 19 at the top and bottom.
  • the upper steel plate 19 lies flat below the basement cover 20, while the lower control plate 19 is placed on a concrete block 21 which is inserted into the niche 18.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Types And Forms Of Lifts (AREA)
  • Actuator (AREA)
EP81104832A 1980-06-26 1981-06-23 Méthode et dispositif pour lever ou abaisser des bâtiments ou des parties de bâtiments en employant des unités de vérins hydrauliques qui sont commandées séparément ou en groupes Expired EP0043078B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81104832T ATE18584T1 (de) 1980-06-26 1981-06-23 Verfahren und vorrichtung zum heben und/oder senken von gebaeuden oder -teilen, unter verwendung von hydraulischen zylinder-kolbeneinheiten, welche einzeln und/oder gruppenweise zusammengefasst steuerbar sind.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3023892 1980-06-26
DE19803023892 DE3023892A1 (de) 1980-06-26 1980-06-26 Verfahren und vorrichtung zum heben und/oder senken von gebaeuden oder -teilen, unter verwendung von hydraulischen zylinder-kolben-einheiten, welche einzeln und/oder gruppenweise zusammengefasst steuerbar sind

Publications (3)

Publication Number Publication Date
EP0043078A2 true EP0043078A2 (fr) 1982-01-06
EP0043078A3 EP0043078A3 (en) 1982-06-23
EP0043078B1 EP0043078B1 (fr) 1986-03-12

Family

ID=6105488

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81104832A Expired EP0043078B1 (fr) 1980-06-26 1981-06-23 Méthode et dispositif pour lever ou abaisser des bâtiments ou des parties de bâtiments en employant des unités de vérins hydrauliques qui sont commandées séparément ou en groupes

Country Status (3)

Country Link
EP (1) EP0043078B1 (fr)
AT (1) ATE18584T1 (fr)
DE (1) DE3023892A1 (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2547291A1 (fr) * 1983-06-10 1984-12-14 Epitoegepgyarto Vallalat Dispositif de levage electro-hydraulique servant a soulever des plafonds
EP0404971A1 (fr) * 1989-06-26 1991-01-02 Bernfried Dr.-Ing. Sudbrack Méthode et dispositif pour soulever, abaisser et/ou redresser un bâtiment
EP0457973A1 (fr) * 1990-05-25 1991-11-27 GERB Gesellschaft für Isolierung mbH & Co. KG Méthode de mesurage de l'élévation et/ou de l'affaissement d'une construction ainsi que dispositions de mesurage pour la mise en application de la méthode
ES2067348A2 (es) * 1991-12-04 1995-03-16 Busquets Albert Busquets Sistema integral de afianzamiento de vigas y forjados deteriorados en edificios, sus accesorios y forma de aplicacion.
FR2823521A1 (fr) * 2001-04-13 2002-10-18 Bouygues Batiment Dispositif d'etaiement, etai, procede de mise en oeuvre d'un ensemble d'etais pour soutenir une charge et application au soutien d'un coffrage
RU2426837C1 (ru) * 2010-03-05 2011-08-20 Общество с ограниченной ответственностью "СТРОЙПЭН" (ООО "СтройПЭН") Способ выравнивания монолитных железобетонных сооружений
RU2575193C1 (ru) * 2014-12-29 2016-02-20 Николай Васильевич Мальцев Способ выравнивания здания, сооружения
RU2710741C1 (ru) * 2019-04-26 2020-01-10 Публичное акционерное общество "Татнефть" имени В.Д. Шашина Способ выравнивания фундамента устьевых скважинных приводов и домкратный узел для его осуществления

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3611753C2 (de) * 1986-04-08 1993-12-16 Bilfinger Berger Bau Vorrichtung zum gleichmäßigen Heben und Senken sowie gleichmäßigen horizontalen Verschieben von Bauwerken
DE3802910A1 (de) * 1988-02-01 1989-08-10 Kunz Alfred & Co Verfahren zum absenken von bauwerken
DD270955A1 (de) * 1988-02-29 1989-08-16 Warnke Umformtech Veb K Justiereinrichtung fuer pressen zur automatischen kompensation von setzungen des fundamentes
DE3827004A1 (de) * 1988-08-09 1990-02-15 Gkn Keller Gmbh Verfahren und vorrichtung zum ausgleich von senkungen der bebauung an der oberflaeche, vorzugsweise von gebaeudeschiefstellungen
DE4201667C2 (de) * 1992-01-22 1995-06-01 Kunz Alfred & Co Verfahren zum Abstützen einer belasteten Stahlbetonpplatte
DE4238484C2 (de) * 1992-11-14 1995-01-12 Klaus Bau Gmbh Verfahren und Vorrichtung zum Vergrößern des Höhenabstands eines Dachstuhls von der obersten Geschoßdecke eines Gebäudes
DE29507608U1 (de) * 1995-05-11 1995-07-27 Bilfinger + Berger Bauaktiengesellschaft, 68165 Mannheim Vorrichtung zum Bewegen von Bauwerken
RU2225480C2 (ru) * 2002-02-21 2004-03-10 Пензенская государственная архитектурно-строительная академия Фундамент для внецентренно нагруженной колонны

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB778913A (en) * 1954-02-26 1957-07-17 Pynford Ltd Improvements in or relating to apparatus for levelling structures
GB839192A (en) * 1955-05-10 1960-06-29 Pynford Ltd Improvements in or relating to electrical control arrangements
DE1215339B (de) * 1964-04-25 1966-04-28 Hochtief Ag Hoch Tiefbauten Verfahren zum Anheben horizontal liegender Platten an Stuetzen bei der Herstellung von Hochbauten nach dem Hubplattenverfahren
GB1148496A (en) * 1965-03-31 1969-04-10 Costain Ltd Richard Improvements relating to methods of constructing buildings and jacking systems for use therewith
FR1533321A (fr) * 1967-06-05 1968-07-19 Commissariat Energie Atomique Procédé et dispositif de réajustement de la position relative d'un ensemble d'organes reliés individuellement au sol

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2547291A1 (fr) * 1983-06-10 1984-12-14 Epitoegepgyarto Vallalat Dispositif de levage electro-hydraulique servant a soulever des plafonds
EP0404971A1 (fr) * 1989-06-26 1991-01-02 Bernfried Dr.-Ing. Sudbrack Méthode et dispositif pour soulever, abaisser et/ou redresser un bâtiment
EP0457973A1 (fr) * 1990-05-25 1991-11-27 GERB Gesellschaft für Isolierung mbH & Co. KG Méthode de mesurage de l'élévation et/ou de l'affaissement d'une construction ainsi que dispositions de mesurage pour la mise en application de la méthode
ES2067348A2 (es) * 1991-12-04 1995-03-16 Busquets Albert Busquets Sistema integral de afianzamiento de vigas y forjados deteriorados en edificios, sus accesorios y forma de aplicacion.
FR2823521A1 (fr) * 2001-04-13 2002-10-18 Bouygues Batiment Dispositif d'etaiement, etai, procede de mise en oeuvre d'un ensemble d'etais pour soutenir une charge et application au soutien d'un coffrage
RU2426837C1 (ru) * 2010-03-05 2011-08-20 Общество с ограниченной ответственностью "СТРОЙПЭН" (ООО "СтройПЭН") Способ выравнивания монолитных железобетонных сооружений
RU2575193C1 (ru) * 2014-12-29 2016-02-20 Николай Васильевич Мальцев Способ выравнивания здания, сооружения
RU2710741C1 (ru) * 2019-04-26 2020-01-10 Публичное акционерное общество "Татнефть" имени В.Д. Шашина Способ выравнивания фундамента устьевых скважинных приводов и домкратный узел для его осуществления

Also Published As

Publication number Publication date
ATE18584T1 (de) 1986-03-15
EP0043078B1 (fr) 1986-03-12
EP0043078A3 (en) 1982-06-23
DE3023892A1 (de) 1982-01-28

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