EP0976874A3 - Method for renewing and/or improving a soil structure - Google Patents
Method for renewing and/or improving a soil structure Download PDFInfo
- Publication number
- EP0976874A3 EP0976874A3 EP99113052A EP99113052A EP0976874A3 EP 0976874 A3 EP0976874 A3 EP 0976874A3 EP 99113052 A EP99113052 A EP 99113052A EP 99113052 A EP99113052 A EP 99113052A EP 0976874 A3 EP0976874 A3 EP 0976874A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- processed
- trench
- excavated
- soil
- renewing
- 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- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
- E02D17/086—Travelling trench shores
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/004—Sealing liners
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Road Paving Structures (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Bei einem Verfahren zur Sanierung und/oder Strukturverbesserung des Bodenbereiches unterhalb des Oberbaus eines Bahngleises, einer Fahrbahn oder innerhalb eines Wasserschutzdammes mit einer schalungsfrei nach dem Prinzip der Messerschildtechnik arbeitenden, selbsttätig fortschreitenden Grabenaushubeinrichtung (1), bei der an dem vorderen Ende Bodenmaterial ausgehoben und an dem hinteren Ende aufbereitetes Bodenmaterial wiederaufgefüllt oder gleichzeitig verdichtet wird, soll die Dauerstrukturfestigkeit des aufbereiteten bzw. sanierten Bodenmaterials verbessert werden.In a process for renovation and / or structural improvement the floor area below the superstructure of a train track, a roadway or within a water dam with formwork-free according to the principle of knife shield technology working, progressive trench excavation (1), at the front end of floor material excavated and processed at the rear end Soil refilled or compacted at the same time is the permanent structural strength of the processed or renovated soil material can be improved.
Zu diesem Zweck wird zumindest an einer der Seitenwände und/oder an dem Boden des ausgehobenen Grabens vor dem Wiederauffüllen jeweils eine einseitig undurchlässige Drainagematte (11) als Bahnenmaterial von der Grabenaushubeinrichtung (1) aus kontinuierlich mit dem Fortschreiten dieser Einrichtung aufgebracht. For this purpose, at least on one of the side walls and / or on the bottom of the excavated trench, a drainage mat (11), which is impermeable on one side, is continuously applied as sheet material from the trench excavation device (1) as the device progresses.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE1998133522 DE19833522A1 (en) | 1998-07-25 | 1998-07-25 | Process for the renovation and / or structural improvement of a floor area |
DE19833522 | 1998-07-25 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0976874A2 EP0976874A2 (en) | 2000-02-02 |
EP0976874A3 true EP0976874A3 (en) | 2000-03-15 |
Family
ID=7875297
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99113052A Withdrawn EP0976874A3 (en) | 1998-07-25 | 1999-07-01 | Method for renewing and/or improving a soil structure |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0976874A3 (en) |
DE (1) | DE19833522A1 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4230533A1 (en) * | 1992-09-02 | 1994-03-10 | Moebius Josef Bau | Exchange of road or ground material, esp. next to traffic lanes and building sites |
DE4341418A1 (en) * | 1993-12-04 | 1995-06-08 | Westfalia Becorit Ind Tech | Process and device for the rehabilitation of railway track systems |
DE19650443A1 (en) * | 1996-01-25 | 1997-07-31 | Weiss Gmbh & Co Leonhard | Mobile preparation device for excavating soil on a railway track |
EP0896099A1 (en) * | 1997-08-04 | 1999-02-10 | LEONHARD WEISS GmbH & Co. NIEDERLASSUNG CRAILSHEIM | Use of a trenching and treating apparatus for the renewing or reinforcing of hydraulic dams |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE343623B (en) * | 1970-07-10 | 1972-03-13 | Oerebro Pappersbruks Ag | |
FR2606435B1 (en) * | 1986-11-10 | 1989-04-14 | Fournier Christian | METHOD AND DEVICE FOR DRAINING THE BANKS OF ALL STABILIZED CIVIL ENGINEERED AREAS, OR BANKS OF A CONSTRUCTION |
-
1998
- 1998-07-25 DE DE1998133522 patent/DE19833522A1/en not_active Withdrawn
-
1999
- 1999-07-01 EP EP99113052A patent/EP0976874A3/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4230533A1 (en) * | 1992-09-02 | 1994-03-10 | Moebius Josef Bau | Exchange of road or ground material, esp. next to traffic lanes and building sites |
DE4341418A1 (en) * | 1993-12-04 | 1995-06-08 | Westfalia Becorit Ind Tech | Process and device for the rehabilitation of railway track systems |
DE19650443A1 (en) * | 1996-01-25 | 1997-07-31 | Weiss Gmbh & Co Leonhard | Mobile preparation device for excavating soil on a railway track |
EP0896099A1 (en) * | 1997-08-04 | 1999-02-10 | LEONHARD WEISS GmbH & Co. NIEDERLASSUNG CRAILSHEIM | Use of a trenching and treating apparatus for the renewing or reinforcing of hydraulic dams |
Also Published As
Publication number | Publication date |
---|---|
EP0976874A2 (en) | 2000-02-02 |
DE19833522A1 (en) | 2000-01-27 |
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Legal Events
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
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RTI1 | Title (correction) |
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STAA | Information on the status of an ep patent application or granted ep patent |
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