EP0290941A1 - Méthode pour protéger des murs de soutènement - Google Patents
Méthode pour protéger des murs de soutènement Download PDFInfo
- Publication number
- EP0290941A1 EP0290941A1 EP88107141A EP88107141A EP0290941A1 EP 0290941 A1 EP0290941 A1 EP 0290941A1 EP 88107141 A EP88107141 A EP 88107141A EP 88107141 A EP88107141 A EP 88107141A EP 0290941 A1 EP0290941 A1 EP 0290941A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- retaining wall
- cement material
- load distribution
- wall
- bore
- 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
- 238000000034 method Methods 0.000 title claims description 12
- 239000000463 material Substances 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 17
- 238000009826 distribution Methods 0.000 claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000002689 soil Substances 0.000 claims description 13
- 239000000725 suspension Substances 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 2
- 238000005553 drilling Methods 0.000 claims 1
- 239000007788 liquid Substances 0.000 claims 1
- 239000011796 hollow space material Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 4
- 238000011010 flushing procedure Methods 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 2
- 235000011941 Tilia x europaea Nutrition 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009969 flowable effect Effects 0.000 description 2
- 239000004571 lime Substances 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000011431 lime mortar Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000005488 sandblasting Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
-
- 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
- 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
- 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 securing retaining walls with soil behind it, bores being drilled through the retaining wall and cavities in the soil being flushed out behind the retaining wall by means of high-pressure water jets, and reinforcing bars with cement material being used in the cavities.
- the earth pressure can be intercepted by removing the soil behind the retaining wall and erecting an angled retaining wall there, so that the old retaining wall only represents a facing brickwork.
- the object of the invention is to provide a method of the type mentioned in such a way that an effective securing of the retaining wall is achieved with little effort in terms of work and material, without this having to be converted into a heavyweight wall to absorb the entire earth pressure.
- the ground anchors arranged in a suitable distribution take over the earth pressure and thus relieve the load on the retaining wall. There is a self-supporting needling of the earth's body without static participation of the retaining wall while maintaining the old structure.
- the force of the earth pressure is introduced into the ground anchors through their thickened heads (load distribution elements) on the back of the wall, which form load distribution bodies.
- FIG. 1 which is, for example, an old stone wall with soil 2 behind it, is first cleaned of soil material, vegetation and organic constituents on the accessible wall surfaces. All loose and damaged parts are removed and the areas to be grouted are cleaned by high pressure water jets and sand blasting, so that a clean contact surface with open pores is created.
- the masonry core is solidified by stabilizing and gluing the wall structure by pressing a trass lime suspension. Thanks to the highly flowable trass lime suspension, which is compatible with the old joint, all cavities in the retaining wall are pressed. These renovation measures give the masonry a self-contained structure and thus at least corresponds in its strength to the original condition.
- holes 3 are made in the retaining wall 1 at a distance next to one another and possibly also offset from one another, preferably in the lower third point, which are preferably inclined at most 15 ° to the horizontal.
- the diameter of these holes is 80 mm, for example.
- a load distribution cavity 6 is flushed out on the back of the retaining wall 1, said cavity being essentially flat on the back of the wall and having, for example, a diameter of 50 cm and a depth of up to 50 cm .
- the water accumulated in the load distribution cavity 6 during flushing and the soil dissolved therein is sucked off by means of a suction hose.
- an anchor hole 7 is subsequently rinsed out in the soil 2 in the extension of the bore 3.
- the anchor hole 7 has a diameter of 80 mm, for example; its length depends on the static requirements, which are essentially determined by the soil mechanics. The length is, for example, 2 to 4 m. This state is shown in Fig. 2.
- a reinforcement rod 8 (needle anchor) is inserted through the bore 3, for example a ribbed reinforcement steel with a diameter of 22 mm. Spacers hold the reinforcement bar 8 in the center of the anchor hole 7. The reinforcement bar 8 extends into the hole 3 (FIG. 3).
- a filler bore 9 which opens obliquely downward into the load distribution cavity 6, is drilled through which cement material, for example a highly flowable cement suspension or cement mortar, is introduced. This cement material completely fills the anchor hole 7 and the load distribution cavity 6 and the bore 3. Then the hole 3 and the filling hole 9 are closed by mortar.
- cement material for example a highly flowable cement suspension or cement mortar
- the inserted reinforcing bar 8 forms, together with the cement material surrounding it, a nail-shaped or needle-shaped ground anchor 10, the head 11 of which forms a load distribution element which absorbs the earth pressure and introduces it into the ground anchor 10.
- the retaining wall 1 is largely relieved of earth pressure in this way.
- the ground anchor 10 By extending the ground anchor 10 into the assigned flushing hole 3 of the retaining wall 1, the latter is connected and additionally stabilized after relief from the earth pressure.
- the refurbished retaining wall 1 shown in Fig. 4 after completion of the work is secured against the effects of earth pressure and only has to carry itself.
- the original structure of the retaining wall 1 has been fully preserved.
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)
- Piles And Underground Anchors (AREA)
- Paper (AREA)
- Pressure Welding/Diffusion-Bonding (AREA)
- Crystals, And After-Treatments Of Crystals (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Retaining Walls (AREA)
- Fencing (AREA)
- Financial Or Insurance-Related Operations Such As Payment And Settlement (AREA)
- Purses, Travelling Bags, Baskets, Or Suitcases (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT88107141T ATE59073T1 (de) | 1987-05-14 | 1988-05-04 | Verfahren zur sicherung von stuetzmauern. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3716100 | 1987-05-14 | ||
DE19873716100 DE3716100A1 (de) | 1987-05-14 | 1987-05-14 | Verfahren zur sicherung von stuetzmauern |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0290941A1 true EP0290941A1 (fr) | 1988-11-17 |
EP0290941B1 EP0290941B1 (fr) | 1990-12-12 |
Family
ID=6327520
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP88107141A Expired - Lifetime EP0290941B1 (fr) | 1987-05-14 | 1988-05-04 | Méthode pour protéger des murs de soutènement |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0290941B1 (fr) |
AT (1) | ATE59073T1 (fr) |
DE (2) | DE3716100A1 (fr) |
ES (1) | ES2023229B3 (fr) |
GR (1) | GR3001594T3 (fr) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0939168A2 (fr) | 1998-02-26 | 1999-09-01 | Kurt G. Ross | Méthode pour l'assainissement de murs de soutènement |
KR100468035B1 (ko) * | 2002-06-19 | 2005-01-27 | 주식회사 도담이앤씨 | 옹벽용 프리캐스트 콘크리트 블록 및 탑다운 공법을이용한 옹벽 시공방법 |
EP1553230A3 (fr) * | 2004-01-10 | 2006-02-08 | Kurt G. Ross | Méthode pour remettre en état des murs de soutènement |
EP1847651A2 (fr) * | 2006-04-21 | 2007-10-24 | Bau-Sanierungstechnik GmbH | Procédé de sécurisation de mur de soutènement |
EP2108744A1 (fr) | 2008-04-11 | 2009-10-14 | Bau-Sanierungstechnik GmbH | Procédé de sécurisation de mur de soutènement |
EP2141287A1 (fr) * | 2008-07-01 | 2010-01-06 | Bau-Sanierungstechnik GmbH | Procédée de construction d'un mur de soutènement |
WO2012085486A1 (fr) * | 2010-12-23 | 2012-06-28 | Terre Armee Internationale | Procédé de modification d'un ouvrage en sol renforcé |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19754997B4 (de) * | 1997-12-11 | 2012-04-05 | Gerd Geyer | Verfahren zur Sanierung von Schwergewichtsmauern |
DE10017894A1 (de) | 2000-04-11 | 2001-10-25 | Stump Spezialtiefbau Gmbh | Verfahren und Vorrichtung zur Herstellung von hinterschnittenen Hohlräumen, insbesondere zur Herstellung von Traggliedern und Nägeln |
DE10323141B4 (de) * | 2003-05-22 | 2005-12-22 | Ross, Kurt G., Dipl.-Ing. | Verfahren zur statischen Sicherung von Stützmauern und Füllpackung hierfür |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1801892A1 (de) * | 1968-04-09 | 1970-04-23 | Josef Riepl Bau Unternehmung F | Stuetzwerk und Verfahren zur Herstellung von Stuetzwerk |
US3665717A (en) * | 1971-01-14 | 1972-05-30 | Soil Sampling Service Inc | Method and apparatus for installing elongated rods in unstable earth formations |
GB2017790A (en) * | 1978-03-31 | 1979-10-10 | Transport Secretary Of State F | Method of reinforcing earth structures |
EP0218987A2 (fr) * | 1985-10-03 | 1987-04-22 | Dyckerhoff & Widmann Aktiengesellschaft | Méthode pour la mise en place d'un élément de construction au travers d'un rideau de palplanches dans une formation du sol comportant de l'eau sous pression ainsi qu'un dispositif pour la mise en oeuvre de la méthode |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1801984C3 (de) * | 1968-10-09 | 1974-01-17 | Held & Francke Bauaktiengesellschaft, 8000 Muenchen | Verfahren zur Herstellung einer Pfahlabstützung |
DE3408461A1 (de) * | 1984-03-08 | 1985-09-19 | Kurt G. Dipl.-Ing. 6100 Darmstadt Ross | Verfahren zur sanierung von stuetzmauern |
-
1987
- 1987-05-14 DE DE19873716100 patent/DE3716100A1/de not_active Withdrawn
-
1988
- 1988-05-04 EP EP88107141A patent/EP0290941B1/fr not_active Expired - Lifetime
- 1988-05-04 ES ES88107141T patent/ES2023229B3/es not_active Expired - Lifetime
- 1988-05-04 AT AT88107141T patent/ATE59073T1/de not_active IP Right Cessation
- 1988-05-04 DE DE8888107141T patent/DE3861259D1/de not_active Expired - Lifetime
-
1991
- 1991-03-12 GR GR91400312T patent/GR3001594T3/el unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1801892A1 (de) * | 1968-04-09 | 1970-04-23 | Josef Riepl Bau Unternehmung F | Stuetzwerk und Verfahren zur Herstellung von Stuetzwerk |
US3665717A (en) * | 1971-01-14 | 1972-05-30 | Soil Sampling Service Inc | Method and apparatus for installing elongated rods in unstable earth formations |
GB2017790A (en) * | 1978-03-31 | 1979-10-10 | Transport Secretary Of State F | Method of reinforcing earth structures |
EP0218987A2 (fr) * | 1985-10-03 | 1987-04-22 | Dyckerhoff & Widmann Aktiengesellschaft | Méthode pour la mise en place d'un élément de construction au travers d'un rideau de palplanches dans une formation du sol comportant de l'eau sous pression ainsi qu'un dispositif pour la mise en oeuvre de la méthode |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0939168A2 (fr) | 1998-02-26 | 1999-09-01 | Kurt G. Ross | Méthode pour l'assainissement de murs de soutènement |
KR100468035B1 (ko) * | 2002-06-19 | 2005-01-27 | 주식회사 도담이앤씨 | 옹벽용 프리캐스트 콘크리트 블록 및 탑다운 공법을이용한 옹벽 시공방법 |
EP1553230A3 (fr) * | 2004-01-10 | 2006-02-08 | Kurt G. Ross | Méthode pour remettre en état des murs de soutènement |
EP1847651A2 (fr) * | 2006-04-21 | 2007-10-24 | Bau-Sanierungstechnik GmbH | Procédé de sécurisation de mur de soutènement |
DE102006018692A1 (de) * | 2006-04-21 | 2007-10-25 | Ross, Kurt G., Dipl.-Ing. | Verfahren zur Sicherung von Stützmauern |
EP1847651A3 (fr) * | 2006-04-21 | 2010-07-21 | Bau-Sanierungstechnik GmbH | Procédé de sécurisation de mur de soutènement |
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 |
EP2141287A1 (fr) * | 2008-07-01 | 2010-01-06 | Bau-Sanierungstechnik GmbH | Procédée de construction d'un mur de soutènement |
WO2012085486A1 (fr) * | 2010-12-23 | 2012-06-28 | Terre Armee Internationale | Procédé de modification d'un ouvrage en sol renforcé |
FR2969673A1 (fr) * | 2010-12-23 | 2012-06-29 | Terre Armee Int | Procede de modification d'un ouvrage en sol renforce |
US8845237B2 (en) | 2010-12-23 | 2014-09-30 | Terre Armee Internationale | Method for modifying a reinforced soil structure |
Also Published As
Publication number | Publication date |
---|---|
ES2023229B3 (es) | 1992-01-01 |
DE3716100A1 (de) | 1988-12-01 |
GR3001594T3 (en) | 1992-11-23 |
ATE59073T1 (de) | 1990-12-15 |
EP0290941B1 (fr) | 1990-12-12 |
DE3861259D1 (de) | 1991-01-24 |
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