WO2014187539A3 - Method and device for subsequent sealing of concrete structures surrounded by soil such as tunnels, using sealing joints - Google Patents

Method and device for subsequent sealing of concrete structures surrounded by soil such as tunnels, using sealing joints Download PDF

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Publication number
WO2014187539A3
WO2014187539A3 PCT/EP2014/001300 EP2014001300W WO2014187539A3 WO 2014187539 A3 WO2014187539 A3 WO 2014187539A3 EP 2014001300 W EP2014001300 W EP 2014001300W WO 2014187539 A3 WO2014187539 A3 WO 2014187539A3
Authority
WO
WIPO (PCT)
Prior art keywords
sealing
passage
joint seal
injection
wall
Prior art date
Application number
PCT/EP2014/001300
Other languages
German (de)
French (fr)
Other versions
WO2014187539A2 (en
Inventor
Hendrik Schälicke
Original Assignee
Hendrik Schälicke
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 Hendrik Schälicke filed Critical Hendrik Schälicke
Priority to ATA9199/2014A priority Critical patent/AT517641B1/en
Publication of WO2014187539A2 publication Critical patent/WO2014187539A2/en
Publication of WO2014187539A3 publication Critical patent/WO2014187539A3/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/08—Lining with building materials with preformed concrete slabs
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385—Sealing means positioned between adjacent lining members

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention relates to a method for subsequent sealing of concrete structures surrounded by soil such as tunnels having walls structured from tubbings (11.2; 11.3), which can be sealed against each other, and having sealing joints (15), wherein an access passage / a wall bore (40) is / are created from the inside in the region (16) of a leak in the wall (11, 12) in the sealing joint to be allocated including the wall material; the creation thereof is interrupted before reaching a joint seal (15) extending crosswise thereto; a sealing material - injection pipe (30) is guided through the access passage, forming a passage in the form of a channel (41) penetrating the joint seal and defining an injection passage (251) through the joint seal; sealing material is injected on the slope side (101) behind the joint seal using the injection pipe and the injection passage; excess material is removed from the access passage and the channel and the channel is closed, wherein a combined penetrating and sealing tool (20) is inserted into the wall bore, by means of which the passage through the joint seal is continued and, after completing the injection of the sealing material, the injection pipe is removed from the wall bore. The invention further relates to a combined penetrating, fastening, connecting and sealing tool component (20).
PCT/EP2014/001300 2013-05-20 2014-05-14 Method and device for subsequent sealing of concrete structures surrounded by soil having sealing joints such as tunnels WO2014187539A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ATA9199/2014A AT517641B1 (en) 2013-05-20 2014-05-14 Method and device for the subsequent sealing of concrete structures surrounded by the ground with sealing joints such as tunnels

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102013008448.2A DE102013008448B4 (en) 2013-05-20 2013-05-20 Method and device for the subsequent sealing of concrete structures surrounded by soil with sealing joints such as tunnels
DE102013008448.2 2013-05-20

Publications (2)

Publication Number Publication Date
WO2014187539A2 WO2014187539A2 (en) 2014-11-27
WO2014187539A3 true WO2014187539A3 (en) 2015-07-02

Family

ID=50792405

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2014/001300 WO2014187539A2 (en) 2013-05-20 2014-05-14 Method and device for subsequent sealing of concrete structures surrounded by soil having sealing joints such as tunnels

Country Status (3)

Country Link
AT (1) AT517641B1 (en)
DE (1) DE102013008448B4 (en)
WO (1) WO2014187539A2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8324406U1 (en) * 1983-08-25 1985-04-11 Wayss & Freytag Ag, 6000 Frankfurt REMOVAL SEGMENT FOR THE SINGLE-SHELLED SEALS REMOVAL OF TUNNELS OPEN IN SHIELD DRIVING
US4758295A (en) * 1986-04-08 1988-07-19 Shimizu Construction Co., Ltd. Method of stopping leakage of water in concrete structure
JP2004036192A (en) * 2002-07-02 2004-02-05 Nippon Grease Nipple Kk Fluid injection member and connecting member used for it
JP2004251010A (en) * 2003-02-20 2004-09-09 Shimizu Corp High-pressure injection water cutoff method using water cutoff material composed of hydrophilic one-component polyurethane prepolymer, and the material
DE102006018705A1 (en) * 2006-04-21 2007-10-25 Ed. Züblin Ag Tubbing for tunnel construction, has hollow chamber extended from splice chamber between adjacent tubbings into interior of tubbing, where cross section of hollow chamber is made large for pressing grouting material through chamber

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4438352A1 (en) * 1994-10-27 1996-05-02 Bilfinger Berger Bau Additional sealing for unsealed tubbing lining
DE102005062215B3 (en) * 2005-12-24 2007-06-28 Michael Noritzsch Process to close seam between two adjacent concrete blocks forming part of a harbor or waterways lock installation
US8683773B2 (en) * 2010-05-13 2014-04-01 Structural Group, Inc. System and method for leaking crack repair

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8324406U1 (en) * 1983-08-25 1985-04-11 Wayss & Freytag Ag, 6000 Frankfurt REMOVAL SEGMENT FOR THE SINGLE-SHELLED SEALS REMOVAL OF TUNNELS OPEN IN SHIELD DRIVING
US4758295A (en) * 1986-04-08 1988-07-19 Shimizu Construction Co., Ltd. Method of stopping leakage of water in concrete structure
JP2004036192A (en) * 2002-07-02 2004-02-05 Nippon Grease Nipple Kk Fluid injection member and connecting member used for it
JP2004251010A (en) * 2003-02-20 2004-09-09 Shimizu Corp High-pressure injection water cutoff method using water cutoff material composed of hydrophilic one-component polyurethane prepolymer, and the material
DE102006018705A1 (en) * 2006-04-21 2007-10-25 Ed. Züblin Ag Tubbing for tunnel construction, has hollow chamber extended from splice chamber between adjacent tubbings into interior of tubbing, where cross section of hollow chamber is made large for pressing grouting material through chamber

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
DIETER KIRSCHKE, HENDRIK SCHÄLICKE, DIRK FRAAS: "Finnetunnel: Innovative gezielte Fugennachdichtung in Tübbingröhren - Teil 1", TUNNEL, vol. Ausgabe 03/2013, 1 March 2013 (2013-03-01), XP055185114, Retrieved from the Internet <URL:http://www.tunnel-online.info/de/artikel/tunnel_Finnetunnel_Inno_va_tive_gezielte_Fugen_nach_dichtung_in_Tueb_bing_roehren_1706363.html> [retrieved on 20150422] *

Also Published As

Publication number Publication date
AT517641A5 (en) 2017-03-15
DE102013008448A1 (en) 2014-11-20
DE102013008448B4 (en) 2018-06-21
WO2014187539A2 (en) 2014-11-27
AT517641B1 (en) 2020-01-15

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