EP1233110A3 - Untergrundabdichtung, insbesondere Baugrubensicherung - Google Patents

Untergrundabdichtung, insbesondere Baugrubensicherung Download PDF

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Publication number
EP1233110A3
EP1233110A3 EP02001478A EP02001478A EP1233110A3 EP 1233110 A3 EP1233110 A3 EP 1233110A3 EP 02001478 A EP02001478 A EP 02001478A EP 02001478 A EP02001478 A EP 02001478A EP 1233110 A3 EP1233110 A3 EP 1233110A3
Authority
EP
European Patent Office
Prior art keywords
foot
wall
sealing
concrete
excavation
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
EP02001478A
Other languages
English (en)
French (fr)
Other versions
EP1233110A2 (de
EP1233110B1 (de
Inventor
Habib Kamal
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.)
Hochtief AG
Original Assignee
Hochtief 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 Hochtief AG filed Critical Hochtief AG
Publication of EP1233110A2 publication Critical patent/EP1233110A2/de
Publication of EP1233110A3 publication Critical patent/EP1233110A3/de
Application granted granted Critical
Publication of EP1233110B1 publication Critical patent/EP1233110B1/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
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/06—Restraining of underground water
    • E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
    • 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
    • E02D17/13—Foundation slots or slits; Implements for making these slots or slits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/06—Restraining of underground water
    • E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/18—Restraining 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Sealing Material Composition (AREA)
  • Building Environments (AREA)

Abstract

Eine Untergrundabdichtung, insbesondere Baugrubensicherung, besteht aus einer in die hydraulisch erforderliche Tiefe geführten Schlitzdichtwand (1) und einer an deren Fuß (2) angeschlossenen Dichtsohle (3) aus Hochdruckinjektionskörpern (4). Besondere Wirtschaftlichkeit ist dann gegeben, wenn der Dichtwandfuß (2) in Beton und/oder Stahl ausgeführt ist und die Schlitzwand (1) oberhalb ihres Fußes (2) aus einem Dichtmaterial mit einer gegenüber der Festigkeit des Dichtwandfußes (2) verringerten Festigkeit besteht.
EP02001478A 2001-02-16 2002-01-22 Untergrundabdichtung, insbesondere Baugrubensicherung Expired - Lifetime EP1233110B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10107786 2001-02-16
DE10107786 2001-02-16

Publications (3)

Publication Number Publication Date
EP1233110A2 EP1233110A2 (de) 2002-08-21
EP1233110A3 true EP1233110A3 (de) 2002-11-20
EP1233110B1 EP1233110B1 (de) 2006-02-22

Family

ID=7674613

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02001478A Expired - Lifetime EP1233110B1 (de) 2001-02-16 2002-01-22 Untergrundabdichtung, insbesondere Baugrubensicherung

Country Status (3)

Country Link
EP (1) EP1233110B1 (de)
AT (1) ATE318344T1 (de)
DE (1) DE50205846D1 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674827A (zh) * 2015-03-27 2015-06-03 济南轨道交通集团有限公司 一种富水地层基坑新型全封闭止水体系及施工方法
CN105040701B (zh) * 2015-08-28 2016-11-16 中国水利水电第七工程局有限公司 一种格型钢板桩围堰喷水式布料斗装置
DE102019005437A1 (de) * 2019-08-04 2021-02-04 Johannes Burde Verfahren zum automatisierten Ausheben und Einbauen von Trägerbohlenwänden und Spritzbetonwänden
CN115233717A (zh) * 2022-07-27 2022-10-25 中国矿业大学(北京) 一种垂直与水平结合的尾矿库稳定结构及施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3047391A1 (de) * 1980-09-15 1982-06-16 6050 Offenbach Gkn Keller Gmbh "hydromechanische schneidvorrichtung"
DE3534655A1 (de) * 1985-09-28 1987-04-16 Bilfinger Berger Bau Verfahren zur herstellung einer gegen auftrieb gesicherten betonsohle
DE19832935C1 (de) * 1997-11-19 1999-12-16 Bauer Spezialtiefbau Verfahren zur Herstellung einer dichten Sohle aus Hochdruckinjektionskörpern

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3047391A1 (de) * 1980-09-15 1982-06-16 6050 Offenbach Gkn Keller Gmbh "hydromechanische schneidvorrichtung"
DE3534655A1 (de) * 1985-09-28 1987-04-16 Bilfinger Berger Bau Verfahren zur herstellung einer gegen auftrieb gesicherten betonsohle
DE19832935C1 (de) * 1997-11-19 1999-12-16 Bauer Spezialtiefbau Verfahren zur Herstellung einer dichten Sohle aus Hochdruckinjektionskörpern

Also Published As

Publication number Publication date
EP1233110A2 (de) 2002-08-21
ATE318344T1 (de) 2006-03-15
DE50205846D1 (de) 2006-04-27
EP1233110B1 (de) 2006-02-22

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