EP0227605A1 - Méthode pour ancrer un mur à pierres creuses - Google Patents

Méthode pour ancrer un mur à pierres creuses Download PDF

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Publication number
EP0227605A1
EP0227605A1 EP86810611A EP86810611A EP0227605A1 EP 0227605 A1 EP0227605 A1 EP 0227605A1 EP 86810611 A EP86810611 A EP 86810611A EP 86810611 A EP86810611 A EP 86810611A EP 0227605 A1 EP0227605 A1 EP 0227605A1
Authority
EP
European Patent Office
Prior art keywords
fabric webs
elements
wall
fabric
webs
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.)
Withdrawn
Application number
EP86810611A
Other languages
German (de)
English (en)
Inventor
Alfred Jablonski
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.)
Occava Anstalt
Original Assignee
Occava Anstalt
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 Occava Anstalt filed Critical Occava Anstalt
Publication of EP0227605A1 publication Critical patent/EP0227605A1/fr
Withdrawn legal-status Critical Current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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • 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
    • E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • 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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar

Definitions

  • the present invention relates to a method for anchoring a hollow brick wall according to the preamble of claim 1.
  • Noise protection walls and embankment fortifications have recently been increasingly built. Mainly they were built as heavyweight walls with stones of various configurations stacked on top of each other. Combinations of fabric webs and soil have also been used in isolated cases.
  • the present invention is therefore based on the object of proposing a method by means of which, in particular, anchoring heavyweight walls which are constructed from stacked hollow blocks without significantly influencing the costs for the erection of such walls or being otherwise complex.
  • This process should be easy and usable by unskilled workers and should not hinder the usual construction and dumping work. It should also be able to be carried out without special machines and equipment.
  • this object is achieved by a method according to claim 1.
  • a heavyweight wall 1 can be seen in this figure, which has been constructed, for example, from elements 2 in accordance with Swiss Patent No. 612 233. As is usual with such structures, the wall has been backfilled with fill material 3 in order to fill up the empty space between the grown embankment 4 and wall 1.
  • the hollow stone elements 2 were also filled up with fill material 3 or plant soil in order to enable them to be planted later. So far, the wall shown corresponds to what is usually done.
  • webs 5 were drawn in according to the invention in such a way that they each passed from top to bottom (or vice versa) through a hollow stone element 2 and underneath and underneath were moved backwards above the respective element 2.
  • the procedure is advantageously such that the backfilling with fill material is initially filled up to the lower edge of the last row of elements placed on it Flags 6 'placed on the fill material 3. If necessary, the flag ends 6 'can be struck around larger stones 7 to secure them somewhat. On that the wall 1 is backfilled with fill material 3, up to about the upper edge of the elements 2 of the said row, whereupon the upper flags 8 are again laid, whereby the flag ends 8 'can be struck by stones 7.
  • the wall 1 is built up row by row, elements 2 being anchored in all or only in individual rows by means of fabric webs 5 towards the rear, as required.
  • the fabric webs required for securing the individual elements 2 can easily be cut to length on site and with a knife or scissors.
  • the retraction of the webs 5 into the hollow stone elements 2 then also offers no effort and can be carried out in the time in which the bulk material 3 is being brought in. There are practically no time delays when erecting wall 1, provided that additional personnel are employed to lay the tracks.
  • a woven or braided, water-permeable and UV-resistant, rot-proof material is used for the fabric webs 5, as is already used elsewhere on the construction site.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological 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)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP86810611A 1985-12-23 1986-12-23 Méthode pour ancrer un mur à pierres creuses Withdrawn EP0227605A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH5510/85 1985-12-23
CH551085A CH671421A5 (fr) 1985-12-23 1985-12-23

Publications (1)

Publication Number Publication Date
EP0227605A1 true EP0227605A1 (fr) 1987-07-01

Family

ID=4294827

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86810611A Withdrawn EP0227605A1 (fr) 1985-12-23 1986-12-23 Méthode pour ancrer un mur à pierres creuses

Country Status (2)

Country Link
EP (1) EP0227605A1 (fr)
CH (1) CH671421A5 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3920514A1 (de) * 1989-06-22 1991-01-10 Munderkingen Betonwerke Vorgefertigter hangstein fuer den aufbau begruenbarer stuetzbauwerke
GB2255581A (en) * 1991-05-01 1992-11-11 Armitage Brick Limited Retaining structure
EP1015702A1 (fr) * 1997-07-18 2000-07-05 Ssl Systeme et procede de raccordement de panneaux formant murs de soutenement a un treillis enterre
CN109763513A (zh) * 2018-12-11 2019-05-17 长沙理工大学 一种锚索格构与改性土挡土墙复合支挡结构及其施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10039769C2 (de) * 1999-09-01 2003-12-18 Huesker Synthetic Gmbh Verfahren zur Stabilisierung von Böschungen

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2626650A1 (de) * 1976-06-15 1977-12-29 Herbert Dr Ing Kielbassa Verfahren zur herstellung von armierten erdbauwerken
FR2388090A1 (fr) * 1977-04-19 1978-11-17 Ici Ltd Procede de consolidation et de stabilisation du sol a l'aide d'une etoffe
EP0067551A1 (fr) * 1981-06-11 1982-12-22 West Yorkshire Metropolitan County Council Ouvrages en terre armée et unités de parement pour ces ouvrages
DE3344974A1 (de) * 1983-12-13 1985-06-20 Kronimus & Sohn Betonsteinwerk und Baugeschäft GmbH & Co KG, 7551 Iffezheim Boeschungsstein sowie verfahren zum aufbau einer damit erstellten hangbefestigung
DE3516969A1 (de) * 1985-05-10 1986-11-13 Hans 7932 Munderkingen Reinschütz Bepflanzbares stuetzbauwerk und verfahren zu dessen herstellung

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2626650A1 (de) * 1976-06-15 1977-12-29 Herbert Dr Ing Kielbassa Verfahren zur herstellung von armierten erdbauwerken
FR2388090A1 (fr) * 1977-04-19 1978-11-17 Ici Ltd Procede de consolidation et de stabilisation du sol a l'aide d'une etoffe
EP0067551A1 (fr) * 1981-06-11 1982-12-22 West Yorkshire Metropolitan County Council Ouvrages en terre armée et unités de parement pour ces ouvrages
DE3344974A1 (de) * 1983-12-13 1985-06-20 Kronimus & Sohn Betonsteinwerk und Baugeschäft GmbH & Co KG, 7551 Iffezheim Boeschungsstein sowie verfahren zum aufbau einer damit erstellten hangbefestigung
DE3516969A1 (de) * 1985-05-10 1986-11-13 Hans 7932 Munderkingen Reinschütz Bepflanzbares stuetzbauwerk und verfahren zu dessen herstellung

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3920514A1 (de) * 1989-06-22 1991-01-10 Munderkingen Betonwerke Vorgefertigter hangstein fuer den aufbau begruenbarer stuetzbauwerke
GB2255581A (en) * 1991-05-01 1992-11-11 Armitage Brick Limited Retaining structure
GB2255581B (en) * 1991-05-01 1995-05-03 Armitage Brick Limited Retaining structure and method of forming a retaining structure
EP1015702A1 (fr) * 1997-07-18 2000-07-05 Ssl Systeme et procede de raccordement de panneaux formant murs de soutenement a un treillis enterre
EP1015702A4 (fr) * 1997-07-18 2002-10-02 Ssl Systeme et procede de raccordement de panneaux formant murs de soutenement a un treillis enterre
CN109763513A (zh) * 2018-12-11 2019-05-17 长沙理工大学 一种锚索格构与改性土挡土墙复合支挡结构及其施工方法

Also Published As

Publication number Publication date
CH671421A5 (fr) 1989-08-31

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Inventor name: JABLONSKI, ALFRED