EP0402844A3 - Anordnung an einem in den Erdboden eingebetteten Hohlbauwerk zum Transport und/oder zur Lagerung umweltgefährdender Flüssigkeiten - Google Patents

Anordnung an einem in den Erdboden eingebetteten Hohlbauwerk zum Transport und/oder zur Lagerung umweltgefährdender Flüssigkeiten Download PDF

Info

Publication number
EP0402844A3
EP0402844A3 EP19900111057 EP90111057A EP0402844A3 EP 0402844 A3 EP0402844 A3 EP 0402844A3 EP 19900111057 EP19900111057 EP 19900111057 EP 90111057 A EP90111057 A EP 90111057A EP 0402844 A3 EP0402844 A3 EP 0402844A3
Authority
EP
European Patent Office
Prior art keywords
ground
hollow construction
storage
transportation
sealing layer
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
Application number
EP19900111057
Other languages
English (en)
French (fr)
Other versions
EP0402844B1 (de
EP0402844A2 (de
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.)
Walter Bau AG
Original Assignee
Dyckerhoff and Widmann AG
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 Dyckerhoff and Widmann AG filed Critical Dyckerhoff and Widmann AG
Priority to AT90111057T priority Critical patent/ATE92132T1/de
Publication of EP0402844A2 publication Critical patent/EP0402844A2/de
Publication of EP0402844A3 publication Critical patent/EP0402844A3/de
Application granted granted Critical
Publication of EP0402844B1 publication Critical patent/EP0402844B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Public Health (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Silicates, Zeolites, And Molecular Sieves (AREA)
  • Road Paving Structures (AREA)
  • Sealing Material Composition (AREA)
  • Solid-Sorbent Or Filter-Aiding Compositions (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

Bei einem zumindest teilweise in den Erdboden eingebetteten bzw. vom Erdboden umgebenen Hohlbauwerk zum Transport und/oder zur Lagerung umweltgefährdender Stoffe, wie z.B. bei einer Abwasserleitung, wird vorgeschlagen, die Wandung des Hohlbauwerkes (2) in eine Dichtungsschicht (3) aus einer nicht erhärtenden Mischung aus mineralischen Dichtungsmaterialien, insbesondere Tonmineralien, wie z.B. Montmorillonit, unter Zusatz von Mineralstoffen einzubetten. Um zu einer möglichst dichten Lagerung dieser Schicht mit hohem Feststoffanteil und geringem Porenvolumen zu kommen, wird weiterhin vorgeschlagen, die die Dichtungsschicht bildenden Materialien trocken vorzumischen und als trockenes Gemisch einzubauen; die für die Wirksamkeit des Gemisches als Dichtungsschicht erforderliche Feuchtigkeit wird nach dem Einbau zugeführt. Durch eine solche Bettung des Hohlbauwerkes gelingt es z.B. bei Kanalisationssystemen, auch bei etwa auftretenden Schadstellen sowohl den Längs-, als auch den Quertransport von durch diese Schadstellen austretenden umweltgefährdenden Sickerwässern in den umgebenden Boden zu verhindern.
EP90111057A 1989-06-15 1990-06-12 Anordnung an einem in den Erdboden eingebetteten Hohlbauwerk zum Transport und/oder zur Lagerung umweltgefährdender Flüssigkeiten Expired - Lifetime EP0402844B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90111057T ATE92132T1 (de) 1989-06-15 1990-06-12 Anordnung an einem in den erdboden eingebetteten hohlbauwerk zum transport und/oder zur lagerung umweltgefaehrdender fluessigkeiten.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3919539A DE3919539A1 (de) 1989-06-15 1989-06-15 Hohlbauwerk zum transport und/oder zur lagerung umweltgefaehrdender stoffe
DE3919539 1989-06-15

Publications (3)

Publication Number Publication Date
EP0402844A2 EP0402844A2 (de) 1990-12-19
EP0402844A3 true EP0402844A3 (de) 1991-02-06
EP0402844B1 EP0402844B1 (de) 1993-07-28

Family

ID=6382780

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90111057A Expired - Lifetime EP0402844B1 (de) 1989-06-15 1990-06-12 Anordnung an einem in den Erdboden eingebetteten Hohlbauwerk zum Transport und/oder zur Lagerung umweltgefährdender Flüssigkeiten

Country Status (3)

Country Link
EP (1) EP0402844B1 (de)
AT (1) ATE92132T1 (de)
DE (2) DE3919539A1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE502006003561D1 (de) * 2006-12-19 2009-06-04 Matthaei Bauunternehmen Gmbh & Selbstdichtendes Abdichtungsmaterial zur Abdichtung von Bodenflächen

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0082629A2 (de) * 1981-12-21 1983-06-29 American Colloid Company Abdichten von Bodensenken gegen Durchsickern von Flüssigkeiten
DE3717885A1 (de) * 1987-05-27 1988-12-22 Dyckerhoff & Widmann Ag Verfahren und vorrichtung zum herstellen einer dichtungsschicht aus mineralischen dichtungsmaterialien
DE3823874C1 (en) * 1988-07-14 1989-11-16 Dyckerhoff & Widmann Ag, 8000 Muenchen, De Dry mixture for producing a flat-spread sealing layer

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT387343B (de) * 1987-04-09 1989-01-10 Franz Dipl Ing Hippmann Anlage und verfahren zum deponieren und lagern von abfall, muell und dgl.
DE8804832U1 (de) * 1988-04-13 1988-05-26 Preussag AG Bauwesen, 3005 Hemmingen Rohr zur Ableitung von Sickerwasser von der Sohle von Deponien

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0082629A2 (de) * 1981-12-21 1983-06-29 American Colloid Company Abdichten von Bodensenken gegen Durchsickern von Flüssigkeiten
DE3717885A1 (de) * 1987-05-27 1988-12-22 Dyckerhoff & Widmann Ag Verfahren und vorrichtung zum herstellen einer dichtungsschicht aus mineralischen dichtungsmaterialien
DE3823874C1 (en) * 1988-07-14 1989-11-16 Dyckerhoff & Widmann Ag, 8000 Muenchen, De Dry mixture for producing a flat-spread sealing layer

Also Published As

Publication number Publication date
EP0402844B1 (de) 1993-07-28
ATE92132T1 (de) 1993-08-15
DE3919539A1 (de) 1990-12-20
EP0402844A2 (de) 1990-12-19
DE59002076D1 (de) 1993-09-02

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