EP1553230A2 - Méthode pour remettre en état des murs de soutènement - Google Patents

Méthode pour remettre en état des murs de soutènement Download PDF

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Publication number
EP1553230A2
EP1553230A2 EP05000226A EP05000226A EP1553230A2 EP 1553230 A2 EP1553230 A2 EP 1553230A2 EP 05000226 A EP05000226 A EP 05000226A EP 05000226 A EP05000226 A EP 05000226A EP 1553230 A2 EP1553230 A2 EP 1553230A2
Authority
EP
European Patent Office
Prior art keywords
load distribution
shaft
wall
distribution body
earth
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
EP05000226A
Other languages
German (de)
English (en)
Other versions
EP1553230B1 (fr
EP1553230A3 (fr
Inventor
Kurt G. Ross
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.)
Bau-Sanierungstechnik GmbH
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
Publication of EP1553230A2 publication Critical patent/EP1553230A2/fr
Publication of EP1553230A3 publication Critical patent/EP1553230A3/fr
Application granted granted Critical
Publication of EP1553230B1 publication Critical patent/EP1553230B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D37/00—Repair of damaged foundations or foundation structures

Definitions

  • the invention relates to a method for intercepting Retaining walls with pending soil behind subsequent attachment of load distribution bodies, wherein at the back of the wall at lateral intervals cavities generated and with the load distribution body forming Material to be filled out.
  • EP 0 272 473 B1 In another known method (EP 0 272 473 B1) become by horizontal drilling through the retaining wall the back of the wall by high-pressure water flushing Cavities rinsed out with cementitious material be filled and load distribution body in the form of Forming pillar reserves. Again, the effort is the make necessary cavities for rinsing, relatively large. The contours of the through the Flushing generated cavity are often irregular and not exactly testable, so that the consequent Dimensions of the generated abutment reserves a static Complicate determination and review.
  • the object of the invention is therefore to provide a method of the aforementioned genus in such a way that under Exploitation of often limited access behind the wall back load distribution body made which are also statically verifiable.
  • This object is achieved in that the Formation of each cavity starting from the earth's surface directly on the back wall of a shaft through Suctioning the earth material is sunk and that the Load distribution body forming material is introduced.
  • the on the back of the wall in each case at a distance from each other in particular trained load distribution body take by vaulting the earth pressure of the pending behind it Soil on and relieve so the retaining wall.
  • load distribution body At the Back of the wall are load distribution body with given dimensions and with verifiable quality produced, whereby at the earth's surface only a very small essentially by the ground plan dimensions of the Load distribution body predetermined space is needed, the sufficient for the suction.
  • load distribution bodies are preferably characterized by Absorption of the earth pressure enables them through the Essentially horizontal, from the front of the wall introduced ground anchor according to the principle of self-supporting Erdnorkelung be anchored in the ground. With that you can also load distribution body of small dimensions to Recording high forces in statically verifiable and be used detectable form.
  • the load distribution body through hardening material is formed and the ground anchors become weaker the setting of the material by preferably horizontal Holes introduced from the front wall.
  • the method is also suitable, pillar reserves to form as a load distribution body, preferably with the retaining wall are positively connected and this empower the earth pressure according to the heavyweight principle in statically verifiable record.
  • One remaining above the load distribution body Area each created by suction cavity can be filled with earth material, preferably again with the previously extracted soil material.
  • the shaft wall formwork For example, it can be detachably connected with each other Formwork segments exist.
  • the shaft wall formwork is formed by a series of injections through which a support liquid is pressed into the soil.
  • a support liquid is pressed into the soil.
  • a cavity 4 is generated.
  • suction Shaft 6 is sunk.
  • a separator 10 is arranged, which is the extracted earth material from the suction air stream separates.
  • the cavity 4 with binding, preferably cementitious material filled after the suction lance 7 has been pulled out. Since the excavation cross-section so small is that a vaulting effect in the Ground stops and a collapse is not to be feared, is not necessary for cohesive soils formwork.
  • FIGs. 4 and 5 variant of Method differs from the previously described Variant only in that when sinking the shaft in cohesionless, non-cohesive soil Shaft wall formwork 11 is carried.
  • the walls of the sun generated shaft 6 are by the sinking entrained shaft wall formwork 11 secured, the off several, releasably connected formwork segments 12 exists.
  • the shuttering segments are by only schematically indicated fasteners 13 zug- and pressure-tight connected and preferably form Box elements.
  • the Formwork segments 12 in plan rectangular box elements and are made of sheet metal. Instead, the Formwork segments also in the plan U-shaped box elements be and be open towards the back of the wall 1.
  • the shaft to be excavated serving shaft wall formwork is formed by a series of injections.
  • the one environmentally friendly support liquid preferably a hydraulically setting material, for example Cement material, is pressed.
  • the support fluid penetrates in each case in a in Fig. 6 with dashed lines indicated surrounding area 19 of each bore 18 a and causes by setting a solidification of the loose Soil in this area 19.
  • Fig. 8 it is shown that in this case the Load distribution body 14 by one or more of the At the front of the wall brought in Erdvernagelungen 17 im Soil 3 can be anchored.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Environmental & Geological Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP20050000226 2004-01-10 2005-01-07 Méthode pour remettre en état des murs de soutènement Expired - Lifetime EP1553230B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200410001559 DE102004001559B4 (de) 2004-01-10 2004-01-10 Verfahren zum Abfangen von Stützmauern
DE102004001559 2004-01-10

Publications (3)

Publication Number Publication Date
EP1553230A2 true EP1553230A2 (fr) 2005-07-13
EP1553230A3 EP1553230A3 (fr) 2006-02-08
EP1553230B1 EP1553230B1 (fr) 2014-12-10

Family

ID=34585386

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20050000226 Expired - Lifetime EP1553230B1 (fr) 2004-01-10 2005-01-07 Méthode pour remettre en état des murs de soutènement

Country Status (2)

Country Link
EP (1) EP1553230B1 (fr)
DE (1) DE102004001559B4 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2969672A1 (fr) * 2010-12-24 2012-06-29 Soletanche Freyssinet Procede de renforcement de la resistance au renversement des fondations d'un pylone

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT217676B (de) 1959-03-27 1961-10-10 Hans Dipl Ing Martin Verfahren zur Instandsetzung von bodenmechanisch beanspruchten Stützmauern, Gewölben u. dgl.
DE3408461A1 (de) 1984-03-08 1985-09-19 Kurt G. Dipl.-Ing. 6100 Darmstadt Ross Verfahren zur sanierung von stuetzmauern
EP0290941B1 (fr) 1987-05-14 1990-12-12 Kurt G. Dipl.-Ing. Ross Méthode pour protéger des murs de soutènement
EP0272473B1 (fr) 1986-12-24 1991-07-24 Kurt G. Dipl.-Ing. Ross Procédé pour étayer les murs de soutènement

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4776731A (en) * 1986-11-26 1988-10-11 Briggs Technology, Inc. Method and apparatus for conveying solids using a high velocity vacuum
NL194007C (nl) * 1992-07-27 2001-04-03 Aannemingsbedrijf Cultuurweg B Monoliet damwandstabilisering.
DE19520692A1 (de) * 1995-06-07 1997-01-16 Johann Katz Bautenschutz Mauer Verfahren zum Herstellen einer Vertikalsperre gegen Wasser und Feuchtigkeit an der Außenfläche einer Gebäudegrundmauer sowie Vorrichtung zur Verwendung bei diesem Verfahren

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT217676B (de) 1959-03-27 1961-10-10 Hans Dipl Ing Martin Verfahren zur Instandsetzung von bodenmechanisch beanspruchten Stützmauern, Gewölben u. dgl.
DE3408461A1 (de) 1984-03-08 1985-09-19 Kurt G. Dipl.-Ing. 6100 Darmstadt Ross Verfahren zur sanierung von stuetzmauern
EP0272473B1 (fr) 1986-12-24 1991-07-24 Kurt G. Dipl.-Ing. Ross Procédé pour étayer les murs de soutènement
EP0290941B1 (fr) 1987-05-14 1990-12-12 Kurt G. Dipl.-Ing. Ross Méthode pour protéger des murs de soutènement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2969672A1 (fr) * 2010-12-24 2012-06-29 Soletanche Freyssinet Procede de renforcement de la resistance au renversement des fondations d'un pylone

Also Published As

Publication number Publication date
DE102004001559A1 (de) 2005-08-04
DE102004001559B4 (de) 2014-07-03
EP1553230B1 (fr) 2014-12-10
EP1553230A3 (fr) 2006-02-08

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