EP2108744B1 - Verfahren zur Sicherung von Stützmauern - Google Patents

Verfahren zur Sicherung von Stützmauern Download PDF

Info

Publication number
EP2108744B1
EP2108744B1 EP09001736A EP09001736A EP2108744B1 EP 2108744 B1 EP2108744 B1 EP 2108744B1 EP 09001736 A EP09001736 A EP 09001736A EP 09001736 A EP09001736 A EP 09001736A EP 2108744 B1 EP2108744 B1 EP 2108744B1
Authority
EP
European Patent Office
Prior art keywords
anchor
bores
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.)
Not-in-force
Application number
EP09001736A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2108744A1 (de
Inventor
Udo Sinner
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
Bau-Sanierungstechnik GmbH
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 Bau-Sanierungstechnik GmbH filed Critical Bau-Sanierungstechnik GmbH
Priority to SI200930010T priority Critical patent/SI2108744T1/sl
Priority to PL09001736T priority patent/PL2108744T3/pl
Publication of EP2108744A1 publication Critical patent/EP2108744A1/de
Application granted granted Critical
Publication of EP2108744B1 publication Critical patent/EP2108744B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E02D29/0225—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)
  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP09001736A 2008-04-11 2009-02-07 Verfahren zur Sicherung von Stützmauern Not-in-force EP2108744B1 (de)

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 EP2108744A1 (de) 2009-10-14
EP2108744B1 true EP2108744B1 (de) 2010-08-04

Family

ID=40852020

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09001736A Not-in-force EP2108744B1 (de) 2008-04-11 2009-02-07 Verfahren zur Sicherung von Stützmauern

Country Status (7)

Country Link
EP (1) EP2108744B1 (pl)
AT (1) ATE476558T1 (pl)
DE (2) DE102008018382A1 (pl)
ES (1) ES2350417T3 (pl)
HR (1) HRP20100589T1 (pl)
PL (1) PL2108744T3 (pl)
SI (1) SI2108744T1 (pl)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008030671A1 (de) * 2008-07-01 2010-01-07 Bau-Sanierungstechnik Gmbh Verfahren zur Sicherung von Stützmauern
RU2453652C1 (ru) * 2010-11-03 2012-06-20 Всеволод Павлович Егий Анкерное крепление шпунтовой стены (варианты)
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
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
RU191771U1 (ru) * 2019-05-31 2019-08-21 Федеральное государственное автономное образовательное учреждение высшего образования "Сибирский федеральный университет" Усиленная конструкция из габионов
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
CN116220073B (zh) * 2023-03-27 2026-01-09 中赟国际工程有限公司 一种用于局部坍塌的挡土墙加固结构及其施工方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
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
DE3716100A1 (de) 1987-05-14 1988-12-01 Ross Kurt G Verfahren zur sicherung von stuetzmauern
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
DE19808020C2 (de) 1998-02-26 2000-09-21 Kurt G Ross Verfahren zur Sanierung von Stützmauern
FR2825392B3 (fr) * 2001-05-31 2003-03-21 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

Also Published As

Publication number Publication date
DE102008018382A1 (de) 2009-10-15
DE502009000054D1 (de) 2010-09-16
ATE476558T1 (de) 2010-08-15
PL2108744T3 (pl) 2011-01-31
ES2350417T3 (es) 2011-01-21
EP2108744A1 (de) 2009-10-14
HRP20100589T1 (hr) 2010-12-31
SI2108744T1 (sl) 2010-12-31

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