DE9217609U1 - - Google Patents

Info

Publication number
DE9217609U1
DE9217609U1 DE9217609U DE9217609U DE9217609U1 DE 9217609 U1 DE9217609 U1 DE 9217609U1 DE 9217609 U DE9217609 U DE 9217609U DE 9217609 U DE9217609 U DE 9217609U DE 9217609 U1 DE9217609 U1 DE 9217609U1
Authority
DE
Germany
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.)
Expired - Lifetime
Application number
DE9217609U
Other languages
German (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.)
Bilfinger SE
Original Assignee
Bilfinger und Berger Bau 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 Bilfinger und Berger Bau AG filed Critical Bilfinger und Berger Bau AG
Priority to DE9217609U priority Critical patent/DE9217609U1/de
Publication of DE9217609U1 publication Critical patent/DE9217609U1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/004Sealing liners
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/12Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/18Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
DE9217609U 1992-12-23 1992-12-23 Expired - Lifetime DE9217609U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE9217609U DE9217609U1 (en) 1992-12-23 1992-12-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE9217609U DE9217609U1 (en) 1992-12-23 1992-12-23

Publications (1)

Publication Number Publication Date
DE9217609U1 true DE9217609U1 (en) 1993-04-08

Family

ID=6887516

Family Applications (1)

Application Number Title Priority Date Filing Date
DE9217609U Expired - Lifetime DE9217609U1 (en) 1992-12-23 1992-12-23

Country Status (1)

Country Link
DE (1) DE9217609U1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3444681C2 (en) * 1984-12-07 1987-09-17 Ed. Zueblin Ag, 7000 Stuttgart, De
DE3825728A1 (en) * 1988-07-28 1990-02-01 Bauer Spezialtiefbau Method of emptying a guide for a diaphragm and arrangement for carrying out the method
EP0411682A1 (en) * 1989-06-30 1991-02-06 Funderingstechnieken Verstraeten B.V. Procedure for making a liquid-tight wall in the ground

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3444681C2 (en) * 1984-12-07 1987-09-17 Ed. Zueblin Ag, 7000 Stuttgart, De
DE3825728A1 (en) * 1988-07-28 1990-02-01 Bauer Spezialtiefbau Method of emptying a guide for a diaphragm and arrangement for carrying out the method
EP0411682A1 (en) * 1989-06-30 1991-02-06 Funderingstechnieken Verstraeten B.V. Procedure for making a liquid-tight wall in the ground

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