EP2108744A1 - Procédé de sécurisation de mur de soutènement - Google Patents
Procédé de sécurisation de mur de soutènement Download PDFInfo
- Publication number
- EP2108744A1 EP2108744A1 EP09001736A EP09001736A EP2108744A1 EP 2108744 A1 EP2108744 A1 EP 2108744A1 EP 09001736 A EP09001736 A EP 09001736A EP 09001736 A EP09001736 A EP 09001736A EP 2108744 A1 EP2108744 A1 EP 2108744A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- holes
- wire baskets
- retaining wall
- rods
- 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
Links
Images
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
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- 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
-
- 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
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0208—Gabions
Definitions
- EP 290 941 A1 In a known method of the type mentioned (EP 290 941 A1 ) are created exclusively by drilling, which are made from the front wall, on the back wall load distribution cavities by rinsing. By filling with mortar, a load distribution body is created there, which is anchored by Erdnorkung in the pending soil behind it and absorbs the earth pressure.
- the object of the invention is to provide a rapid and inexpensive executable method for securing retaining walls, in which alone the arrangement of anchored load distribution bodies on the back wall is not sufficient.
- the provided on the back wall, anchored load distribution body take on the major part of the earth pressure. At the same time serve the load distribution body and the ground anchor for anchoring to be erected on the front wall gabions.
- the gabions are also suitable for absorbing horizontal forces from the retaining wall because of this effective anchoring.
- the supporting effect of the gabions goes beyond the pure heavyweight wall effect of conventional gabion walls.
- anchor bolt holes 3 are drilled.
- two superimposed rows of anchor holes 3 are provided ( Fig. 1 ).
- anchor holes 4 are rinsed or drilled in the soil 2.
- a ground anchor 5 is inserted in each case and pressed in the anchor hole 4 with mortar.
- Ground anchors 5, ground anchors, injection anchors or injection piles, for example, can be used as ground anchors 5.
- anchor rods 11 are inserted, which have at their protruding from the front of the retaining wall 1 end as a connecting element in each case a hook-shaped upwardly angled rod end 12. Then, the load distribution cavities 8, the anchor holes 3 and the Spülbohrungen 10 and the drain holes 9 are filled by grouting with mortar ( Fig. 4 ).
- the anchor rods 11 are made of stainless concrete ribbed steel or threaded rods with running over the entire length of thread.
- load distribution body 13 are made on the rear wall side, which are anchored by the ground anchor 5.
- the in the drain holes 9 and the Spülbohronne 10th Inlaid anchor rods 11 extend to the back of the wall to the load distribution body 13 and are anchored in this.
- wire baskets 14 are hung on the connection elements formed by the angled rod ends 12 and thus fastened in a form-fitting manner (FIG. Fig. 5 ), wherein, for example, rods 12a can be inserted into the hook-like angled rod ends 12.
- the wire baskets 14 are attached in layers.
- a strip foundation 15 was carried out under the wire basket 14.
- the wire baskets 14 can be attached in successive layers and then filled with stones 16, for example, with regular or irregular natural stone material ( Fig. 5 ).
- the filled with stones 16 wire baskets 14 form so-called gabions. It is also possible, previously filled with stones wire baskets (gabions) to attach to the connecting elements 12 of the anchor rods 11.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Retaining Walls (AREA)
- Reinforcement Elements For Buildings (AREA)
- Piles And Underground Anchors (AREA)
- Crystals, And After-Treatments Of Crystals (AREA)
- Pressure Welding/Diffusion-Bonding (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200930010T SI2108744T1 (sl) | 2008-04-11 | 2009-02-07 | Postopek za zavarovanje opornih zidov |
PL09001736T PL2108744T3 (pl) | 2008-04-11 | 2009-02-07 | Sposób zabezpieczania murów oporowych |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008018382A DE102008018382A1 (de) | 2008-04-11 | 2008-04-11 | Verfahren zur Sicherung von Stützmauern |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2108744A1 true EP2108744A1 (fr) | 2009-10-14 |
EP2108744B1 EP2108744B1 (fr) | 2010-08-04 |
Family
ID=40852020
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09001736A Not-in-force EP2108744B1 (fr) | 2008-04-11 | 2009-02-07 | Procédé de sécurisation de mur de soutènement |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP2108744B1 (fr) |
AT (1) | ATE476558T1 (fr) |
DE (2) | DE102008018382A1 (fr) |
ES (1) | ES2350417T3 (fr) |
HR (1) | HRP20100589T1 (fr) |
PL (1) | PL2108744T3 (fr) |
SI (1) | SI2108744T1 (fr) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2141287A1 (fr) * | 2008-07-01 | 2010-01-06 | Bau-Sanierungstechnik GmbH | Procédée de construction d'un mur de soutènement |
RU2453652C1 (ru) * | 2010-11-03 | 2012-06-20 | Всеволод Павлович Егий | Анкерное крепление шпунтовой стены (варианты) |
RU191771U1 (ru) * | 2019-05-31 | 2019-08-21 | Федеральное государственное автономное образовательное учреждение высшего образования "Сибирский федеральный университет" | Усиленная конструкция из габионов |
CN114658045A (zh) * | 2022-04-15 | 2022-06-24 | 福州市勘测院有限公司 | 现役挡土墙修复施工方法 |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102995638A (zh) * | 2012-12-26 | 2013-03-27 | 苏州市能工基础工程有限责任公司 | 一种带可熔握裹层的钢材 |
CN103031843A (zh) * | 2012-12-26 | 2013-04-10 | 苏州市能工基础工程有限责任公司 | 一种带可熔握裹层的钢材及其回收方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0290941A1 (fr) | 1987-05-14 | 1988-11-17 | Kurt G. Dipl.-Ing. Ross | Méthode pour protéger des murs de soutènement |
JPH09268576A (ja) * | 1996-01-29 | 1997-10-14 | Shinko Kozai Kk | 既設壁面のリフォーム工法、リフォーム壁材取付位置墨出し治具、壁材、および壁材用固定具 |
EP0939168A2 (fr) * | 1998-02-26 | 1999-09-01 | Kurt G. Ross | Méthode pour l'assainissement de murs de soutènement |
FR2825392A3 (fr) * | 2001-05-31 | 2002-12-06 | Pierre Roger Yvon Cuisset | Protection vis-a-vis de l'incendie par gabions grillages ancres des ouvrages de terres renforces par des geotextiles ou produits assimiles |
DE102004042517A1 (de) | 2004-04-02 | 2005-11-03 | Ross, Kurt G., Dipl.-Ing. | Verfahren zum Sichern von Geländesprüngen |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3408461A1 (de) * | 1984-03-08 | 1985-09-19 | Kurt G. Dipl.-Ing. 6100 Darmstadt Ross | Verfahren zur sanierung von stuetzmauern |
-
2008
- 2008-04-11 DE DE102008018382A patent/DE102008018382A1/de not_active Withdrawn
-
2009
- 2009-02-07 EP EP09001736A patent/EP2108744B1/fr not_active Not-in-force
- 2009-02-07 DE DE502009000054T patent/DE502009000054D1/de active Active
- 2009-02-07 AT AT09001736T patent/ATE476558T1/de active
- 2009-02-07 PL PL09001736T patent/PL2108744T3/pl unknown
- 2009-02-07 SI SI200930010T patent/SI2108744T1/sl unknown
- 2009-02-07 ES ES09001736T patent/ES2350417T3/es active Active
-
2010
- 2010-11-02 HR HR20100589T patent/HRP20100589T1/hr unknown
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0290941A1 (fr) | 1987-05-14 | 1988-11-17 | Kurt G. Dipl.-Ing. Ross | Méthode pour protéger des murs de soutènement |
JPH09268576A (ja) * | 1996-01-29 | 1997-10-14 | Shinko Kozai Kk | 既設壁面のリフォーム工法、リフォーム壁材取付位置墨出し治具、壁材、および壁材用固定具 |
EP0939168A2 (fr) * | 1998-02-26 | 1999-09-01 | Kurt G. Ross | Méthode pour l'assainissement de murs de soutènement |
EP0939168B1 (fr) | 1998-02-26 | 2004-11-17 | Kurt G. Ross | Méthode pour l'assainissement de murs de soutènement |
FR2825392A3 (fr) * | 2001-05-31 | 2002-12-06 | Pierre Roger Yvon Cuisset | Protection vis-a-vis de l'incendie par gabions grillages ancres des ouvrages de terres renforces par des geotextiles ou produits assimiles |
DE102004042517A1 (de) | 2004-04-02 | 2005-11-03 | Ross, Kurt G., Dipl.-Ing. | Verfahren zum Sichern von Geländesprüngen |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2141287A1 (fr) * | 2008-07-01 | 2010-01-06 | Bau-Sanierungstechnik GmbH | Procédée de construction d'un mur de soutènement |
RU2453652C1 (ru) * | 2010-11-03 | 2012-06-20 | Всеволод Павлович Егий | Анкерное крепление шпунтовой стены (варианты) |
RU191771U1 (ru) * | 2019-05-31 | 2019-08-21 | Федеральное государственное автономное образовательное учреждение высшего образования "Сибирский федеральный университет" | Усиленная конструкция из габионов |
CN114658045A (zh) * | 2022-04-15 | 2022-06-24 | 福州市勘测院有限公司 | 现役挡土墙修复施工方法 |
CN114658045B (zh) * | 2022-04-15 | 2024-03-01 | 福州市勘测院有限公司 | 现役挡土墙修复施工方法 |
Also Published As
Publication number | Publication date |
---|---|
DE102008018382A1 (de) | 2009-10-15 |
DE502009000054D1 (de) | 2010-09-16 |
ATE476558T1 (de) | 2010-08-15 |
SI2108744T1 (sl) | 2010-12-31 |
EP2108744B1 (fr) | 2010-08-04 |
HRP20100589T1 (hr) | 2010-12-31 |
PL2108744T3 (pl) | 2011-01-31 |
ES2350417T3 (es) | 2011-01-21 |
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