ATE318344T1 - SUBSTRATE SEALING, PARTICULARLY SECURING EXECUTIVE PITES - Google Patents

SUBSTRATE SEALING, PARTICULARLY SECURING EXECUTIVE PITES

Info

Publication number
ATE318344T1
ATE318344T1 AT02001478T AT02001478T ATE318344T1 AT E318344 T1 ATE318344 T1 AT E318344T1 AT 02001478 T AT02001478 T AT 02001478T AT 02001478 T AT02001478 T AT 02001478T AT E318344 T1 ATE318344 T1 AT E318344T1
Authority
AT
Austria
Prior art keywords
foot
wall
sealing
pites
executive
Prior art date
Application number
AT02001478T
Other languages
German (de)
Inventor
Habib Kamal
Original Assignee
Hochtief Ag Hoch Tiefbauten
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 Hoch Tiefbauten filed Critical Hochtief Ag Hoch Tiefbauten
Application granted granted Critical
Publication of ATE318344T1 publication Critical patent/ATE318344T1/en

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)
  • Building Environments (AREA)
  • Sealing Material Composition (AREA)

Abstract

The sealing system consists of an underground sealing wall (1) with sealing floor (3) connected to its foot (2), of high pressure injection bodies (4). The wall foot is of concrete and/or steel, and the wall section above the foot consists of a sealing material with a strength, which is lower than that of the foot. The foot is constructed from pre-fabricated concrete sections, steel reinforcements, and/or contractor concrete. The strength of the wall above the foot is for resistance to water pressure differentials only. Supporting sheet pile elements (5,6) are fitted into the wall.
AT02001478T 2001-02-16 2002-01-22 SUBSTRATE SEALING, PARTICULARLY SECURING EXECUTIVE PITES ATE318344T1 (en)

Applications Claiming Priority (1)

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

Publications (1)

Publication Number Publication Date
ATE318344T1 true ATE318344T1 (en) 2006-03-15

Family

ID=7674613

Family Applications (1)

Application Number Title Priority Date Filing Date
AT02001478T ATE318344T1 (en) 2001-02-16 2002-01-22 SUBSTRATE SEALING, PARTICULARLY SECURING EXECUTIVE PITES

Country Status (3)

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

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674827A (en) * 2015-03-27 2015-06-03 济南轨道交通集团有限公司 Novel totally-closed water stopping system for water-rich stratum foundation pit and construction method of novel totally-closed water stopping system
CN105040701B (en) * 2015-08-28 2016-11-16 中国水利水电第七工程局有限公司 A kind of lattice steel sheet-pile cofferdam water jet cloth bucket device
DE102019005437A1 (en) * 2019-08-04 2021-02-04 Johannes Burde Process for the automated excavation and installation of girder pile walls and shotcrete walls
CN115233717A (en) * 2022-07-27 2022-10-25 中国矿业大学(北京) Vertical and horizontal combined tailing pond stable structure and construction method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3047391A1 (en) * 1980-09-15 1982-06-16 6050 Offenbach Gkn Keller Gmbh Hydromechanical submerged sheet piling cutting appliance - has nozzle holders inserted in guide tubes leading to constant level cut=outs plugs
DE3534655A1 (en) * 1985-09-28 1987-04-16 Bilfinger Berger Bau Method of producing a concrete floor secured against uplift
DE19832935C1 (en) * 1997-11-19 1999-12-16 Bauer Spezialtiefbau Method of production high pressure injected building foundation

Also Published As

Publication number Publication date
DE50205846D1 (en) 2006-04-27
EP1233110A2 (en) 2002-08-21
EP1233110B1 (en) 2006-02-22
EP1233110A3 (en) 2002-11-20

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