EP0939168B1 - Méthode pour l'assainissement de murs de soutènement - Google Patents

Méthode pour l'assainissement de murs de soutènement Download PDF

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Publication number
EP0939168B1
EP0939168B1 EP99102574A EP99102574A EP0939168B1 EP 0939168 B1 EP0939168 B1 EP 0939168B1 EP 99102574 A EP99102574 A EP 99102574A EP 99102574 A EP99102574 A EP 99102574A EP 0939168 B1 EP0939168 B1 EP 0939168B1
Authority
EP
European Patent Office
Prior art keywords
retaining wall
precast slab
concrete
precast
anchor
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
EP99102574A
Other languages
German (de)
English (en)
Other versions
EP0939168A2 (fr
EP0939168A3 (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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7858937&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0939168(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0939168A2 publication Critical patent/EP0939168A2/fr
Publication of EP0939168A3 publication Critical patent/EP0939168A3/fr
Application granted granted Critical
Publication of EP0939168B1 publication Critical patent/EP0939168B1/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
    • E02D37/00—Repair of damaged foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0007—Production methods using a mold
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete

Definitions

  • the concrete filling resembles unevenness, external damage and deformations or displacements that have already occurred the retaining wall, so that no renovation measures the retaining walls themselves are required.
  • the earth pressure acting on the retaining wall to be renovated transmitted through the ground anchors into the grown soil, so that no increased foundation effort for the transfer of Vertical forces on the foundation pillars are required.

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)
  • Retaining Walls (AREA)
  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Claims (5)

  1. Procédé pour l'assainissement de murs de soutènement au moyen de tirants d'ancrage qui sont enfoncés et ancrés à travers le mur de soutènement (1) dans le sol (4) de support s'appliquant par derrière et éventuellement sous forme de tirant de roche jusque dans la roche située par derrière, caractérisé en ce que l'on place à distance du mur de soutènement (1) à chaque fois une plaque d'éléments de montage (6) sur des piliers de fondation (5), en ce que la fente (10) entre le mur de soutènement (1) et la plaque d'éléments de montage (6) est remplie de béton coulé (11) et en ce que les tirants d'ancrage (12) sont introduits à travers des trous d'ancrage de la plaque d'éléments de montage (6) et à travers le mur de soutènement (1) et sont tendus contre la plaque d'éléments de montage (6).
  2. Procédé selon la revendication 1, caractérisé en ce que les plaques d'éléments de montage (6) voisines sont connectées les unes aux autres de manière à résister au cisaillement.
  3. Procédé selon la revendication 1, caractérisé en ce que la plaque d'éléments de montage (6) est connectée de manière provisoire au moyen de pièces de raccordement, de préférence des chevilles (9), au mur de soutènement (1) avant que le joint (10) ne soit rempli de béton coulé (11).
  4. Procédé selon la revendication 1, caractérisé en ce que la plaque d'éléments de montage (6) et/ou le béton de compensation sont pourvus d'une armature (7).
  5. Procédé selon la revendication 1, caractérisé en ce que la plaque d'éléments de montage (6) est pourvue lors de sa fabrication de têtes d'ancrage percées (8) à travers lesquelles les tirants d'ancrage (12) sont introduits.
EP99102574A 1998-02-26 1999-02-11 Méthode pour l'assainissement de murs de soutènement Expired - Lifetime EP0939168B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19808020A DE19808020C2 (de) 1998-02-26 1998-02-26 Verfahren zur Sanierung von Stützmauern
DE19808020 1998-02-26

Publications (3)

Publication Number Publication Date
EP0939168A2 EP0939168A2 (fr) 1999-09-01
EP0939168A3 EP0939168A3 (fr) 1999-12-08
EP0939168B1 true EP0939168B1 (fr) 2004-11-17

Family

ID=7858937

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99102574A Expired - Lifetime EP0939168B1 (fr) 1998-02-26 1999-02-11 Méthode pour l'assainissement de murs de soutènement

Country Status (4)

Country Link
EP (1) EP0939168B1 (fr)
AT (1) ATE282739T1 (fr)
DE (2) DE19808020C2 (fr)
ES (1) ES2234175T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2108744A1 (fr) 2008-04-11 2009-10-14 Bau-Sanierungstechnik GmbH Procédé de sécurisation de mur de soutènement
CN108166492A (zh) * 2018-01-30 2018-06-15 青岛市市政工程设计研究院有限责任公司 一种多功能高耐腐锚头体系

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2861107B1 (fr) * 2003-10-16 2006-02-17 Spie Batignolles Procede et dispositif de remplacement d'un element de parement dans un ouvrage en sol renforce
DE102005013994B4 (de) * 2005-03-26 2007-01-25 Bauer Spezialtiefbau Gmbh Vorrichtung zur konzentrierten Krafteinleitung in unbewehrte Schlitzwände im Erdreich
DE102006018692A1 (de) * 2006-04-21 2007-10-25 Ross, Kurt G., Dipl.-Ing. Verfahren zur Sicherung von Stützmauern
CN105951874B (zh) * 2016-06-24 2017-10-10 山西省交通规划勘察设计院 一种挡土墙加固结构及其施工方法
CN116289370A (zh) * 2023-02-13 2023-06-23 宋宁 一种公路路基防护工程加固方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GR78036B (fr) * 1981-07-10 1984-09-26 Henri Vidal
US4728225A (en) * 1985-02-11 1988-03-01 Schnabel Foundation Company Method of rehabilitating a waterfront bulkhead
DE3716100A1 (de) 1987-05-14 1988-12-01 Ross Kurt G Verfahren zur sicherung von stuetzmauern
FR2641295B1 (fr) * 1989-01-03 1991-12-13 Flourens Bruno Procede et dispositif pour l'ancrage des ecailles de soutien d'un mur en terre armee
EP0390941B1 (fr) * 1989-04-01 1993-02-03 FAG KUGELFISCHER GEORG SCHÄFER Kommanditgesellschaft auf Aktien Sonde de prélèvement de gaz dangereux hors des conduites, en particulier hors des conduites de fumées
DE4321730C2 (de) * 1993-06-30 1998-07-02 Bilfinger Berger Bau Kombinationsabdichtung für Abfalldeponien mit Steil- bis Senkrechtwandungen und/oder -böschungen als Deponiebegrenzungen
JP2945629B2 (ja) * 1996-01-29 1999-09-06 新興工材株式会社 既設壁面のリフォーム工泡およびリフォーム壁材取付位置墨出し治具
DE19605189C2 (de) * 1996-02-13 2002-04-04 Univ Dresden Tech Verfahren zur Sanierung von Stützmauern

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2108744A1 (fr) 2008-04-11 2009-10-14 Bau-Sanierungstechnik GmbH Procédé de sécurisation de mur de soutènement
DE102008018382A1 (de) 2008-04-11 2009-10-15 Bau-Sanierungstechnik Gmbh Verfahren zur Sicherung von Stützmauern
CN108166492A (zh) * 2018-01-30 2018-06-15 青岛市市政工程设计研究院有限责任公司 一种多功能高耐腐锚头体系
CN108166492B (zh) * 2018-01-30 2019-03-05 青岛市市政工程设计研究院有限责任公司 一种多功能高耐腐锚头体系

Also Published As

Publication number Publication date
DE19808020A1 (de) 1999-09-16
EP0939168A2 (fr) 1999-09-01
EP0939168A3 (fr) 1999-12-08
ES2234175T3 (es) 2005-06-16
DE19808020C2 (de) 2000-09-21
DE59911064D1 (de) 2004-12-23
ATE282739T1 (de) 2004-12-15

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