WO1997026478B1 - Concrete, stoneware or cast pipe - Google Patents

Concrete, stoneware or cast pipe

Info

Publication number
WO1997026478B1
WO1997026478B1 PCT/EP1996/005841 EP9605841W WO9726478B1 WO 1997026478 B1 WO1997026478 B1 WO 1997026478B1 EP 9605841 W EP9605841 W EP 9605841W WO 9726478 B1 WO9726478 B1 WO 9726478B1
Authority
WO
WIPO (PCT)
Prior art keywords
seal
net
leak
monitoring
pipe
Prior art date
Application number
PCT/EP1996/005841
Other languages
German (de)
French (fr)
Other versions
WO1997026478A1 (en
Filing date
Publication date
Priority claimed from DE19601652A external-priority patent/DE19601652A1/en
Application filed filed Critical
Priority to DE59608975T priority Critical patent/DE59608975D1/en
Priority to AU13791/97A priority patent/AU1379197A/en
Priority to EP96944070A priority patent/EP0870145B1/en
Priority to AT96944070T priority patent/ATE215195T1/en
Publication of WO1997026478A1 publication Critical patent/WO1997026478A1/en
Publication of WO1997026478B1 publication Critical patent/WO1997026478B1/en

Links

Abstract

Proposed is a concrete, stoneware or cast pipe with a pipe tip (1) and pipe bell (2) containing a peripheral test chamber (5) between a sliding ring seal (4) and hose seal (3) capable of being activated, from which a compressed material can be discharged to effect secondary sealing. The test chamber (5) can be connected to a test line (11). Also disclosed is a method of monitoring the leak-tightness and sealing of the pipe connections: a peripheral test chamber (5) is provided between pipe tip (1) and bell (2) and between two ring seals at least one of which is a hose seal (3) capable of being activated. The test chamber is pressurised to at least 0.2 bar via a test line (11) and the pressure loss is measured to reveal and locate leaks, the hose seal (3) then being activated. It is thus possible to detect, locate and seal leaks as soon as damage occurs.

Claims

GEÄNDERTE ANSPRÜCHE CHANGED CLAIMS
[beim Internationalen Büro am 21 Juli 1997 (21 07 97) eingegangen, ursprunglicher Anspnich 19 geändert, alle weiteren Anspmche unverändert ( 1 Seite)][received at the International Bureau on 21 July 1997 (21 07 97), original amendment 19 amended, all further claims unchanged (1 page)]
grund ein dauerelastischer Ring (9) vor dem Spalt gebildet werden kann.reason a permanently elastic ring (9) can be formed before the gap.
16. Verfahren nach einem der Ansprüche 11 bis 15, dadurch gekennzeich¬ net, daß auch die innere Dichtung eine aktivierbare Schlauchdichtung ist, so daß die aus den am Umfang verteilten Perforationen (8) austre¬ tende Verpreßmasse den Muffenspalt (10) verschließt.16. The method according to any one of claims 11 to 15, characterized gekennzeich¬ net, that also the inner seal is an activatable hose seal, so that from the circumferentially distributed perforations (8) austre¬ tende injection compound closes the sleeve gap (10).
17. Verfahren nach einem der Ansprüche 11 bis 16, dadurch gekennzeich¬ net, daß die Druckbeaufschlagung zur Erkennung und Ortung der Undichtigkeiten) permanent oder periodisch erfolgt.17. The method according to any one of claims 11 to 16, characterized gekennzeich¬ net, that the pressurization for detecting and locating the leaks) takes place permanently or periodically.
18. Verfahren nach einem der Ansprüche 11 bis 17, dadurch gekennzeich¬ net, daß die Ortung der Undichtigkeit(en) in zwei Schritten, nämlich einer Grob- und Feinortung, durchgeführt wird.18. The method according to any one of claims 11 to 17, characterized gekennzeich¬ net, that the location of the leak (s) in two steps, namely a coarse and fine localization, is performed.
19 Verfahren zur Rohrkörperüberwachung, dadurch gekennzeichnet, daß in der Wandung des Betonrohres angeordnete Prüfkanäle (12), eine damit verbundene Ringleitung (13) im Rohrspitzende (1) und eine Ringleitung (16) in der Rohrglocke (2) mit einem Druck von mindestens 0,2 bar beaufschlagt werden und durch Messung des Druckverlustes eine Undichtigkeit festgestellt, geortet und dadurch abgedichtet wird, daß eine Schlauchdichtung (3) aktiviert wird.19 A method for pipe body monitoring, characterized in that in the wall of the concrete pipe arranged test channels (12), an associated ring line (13) in Rohrspitzende (1) and a ring line (16) in the tube bell (2) with a pressure of at least 0th Be applied 2 bar and detected by measuring the pressure loss a leak, located and thereby sealed, that a hose seal (3) is activated.
20. Verfahren nach einem der Ansprüche 11 bis 19, dadurch gekennzeich¬ net, daß die Dichtheitskontrolle und Leckortung getrennt als Über¬ wachung der Rohrverbindung und als Rohrkόrperüberwachung oder als kombiniertes Überwachungssystem durchgeführt werden. 1420. The method according to any one of claims 11 to 19, characterized gekennzeich¬ net, that the tightness control and leak detection be performed separately as monitoring the monitoring of the pipe joint and Rohrkόrperüberwachung or as a combined monitoring system. 14
INARTIKEL 19 GENANNTE ERKLÄRUNGARTICLE 19 EXPLANATORY STATEMENT
Erfindungsgemäß ist vorgesehen, daß beim Erkennen einer Leckage des Rohr¬ leitungssystems durch Beobachtung des Drucks in einem Prϋfraum (5) diese dadurch behoben wird, daß in eine Schlauchdichtung (3) ein Verpreßmaterial injiziert wird, das eine entstandene Undichtigkeit wieder verschließt. According to the invention, when a leakage of the pipeline system is detected by observing the pressure in a test chamber (5), this is remedied by injecting into an inner tube seal (3) an injection material which reseals a resulting leak.
PCT/EP1996/005841 1996-01-18 1996-12-24 Concrete, stoneware or cast pipe WO1997026478A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE59608975T DE59608975D1 (en) 1996-01-18 1996-12-24 CONCRETE, STONEWARE OR CAST PIPE
AU13791/97A AU1379197A (en) 1996-01-18 1996-12-24 Concrete, stoneware or cast pipe
EP96944070A EP0870145B1 (en) 1996-01-18 1996-12-24 Concrete, stoneware or cast pipe
AT96944070T ATE215195T1 (en) 1996-01-18 1996-12-24 CONCRETE, STONEWARE OR CAST PIPE

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19601652.5 1996-01-18
DE19601652A DE19601652A1 (en) 1996-01-18 1996-01-18 Concrete, stoneware or cast iron pipe

Publications (2)

Publication Number Publication Date
WO1997026478A1 WO1997026478A1 (en) 1997-07-24
WO1997026478B1 true WO1997026478B1 (en) 1997-09-04

Family

ID=7783060

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1996/005841 WO1997026478A1 (en) 1996-01-18 1996-12-24 Concrete, stoneware or cast pipe

Country Status (5)

Country Link
EP (1) EP0870145B1 (en)
AT (1) ATE215195T1 (en)
AU (1) AU1379197A (en)
DE (2) DE19601652A1 (en)
WO (1) WO1997026478A1 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29712235U1 (en) * 1997-07-11 1998-11-12 Krestel Karl Heinz Dipl Ing Cavity seal
DE19823328C1 (en) * 1998-05-26 1999-09-23 Albrecht Strobel Sewage system with separating line designed respectively between adjacent sewage pipes in which prim. seal is arranged
DE20007478U1 (en) * 2000-04-25 2001-10-11 Kortmann Karl Component for a sewer structure or the like.
AU2002210127A1 (en) * 2000-05-24 2001-12-03 Phoenix Ag Sealing system for jacking pipes
AU2001282062A1 (en) * 2000-09-13 2002-03-26 Fitr Gesellschaft Fur Innovation Im Tief- Und Rohrleitungsbau Weimar M.b.H. Sealing system
DE102004025135B4 (en) * 2004-05-17 2006-04-20 Pt-Poly-Tec Gmbh Vertrieb Und Herstellung Von Dichtsystemen Method and arrangement for leakage warning and component positioning display in socket joints
DE202007016602U1 (en) * 2007-11-28 2009-04-02 Gebr. Fasel Betonwerk Gmbh Duct system with testing device
DE202008006134U1 (en) * 2008-05-05 2009-09-17 Gebr. Fasel Betonwerk Gmbh Duct system with testing device
FR2971829B1 (en) * 2011-02-18 2014-01-03 Technip France FLEXIBLE TUBULAR CONDUIT FOR TRANSPORTING A PETROLEUM FLUID SUCH AS POLYPHASE FLUID OR GAS.
GB201205343D0 (en) * 2012-03-27 2012-05-09 Aquaspira Ltd Pipe joint and method of sealing/testing
GB2516574A (en) * 2012-03-27 2015-01-28 Aquaspira Ltd Pipe joint and method of sealing/testing

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2404837A1 (en) * 1977-09-28 1979-04-27 Petroles Cie Francaise FLEXIBLE SUBMERSIBLE OR FLOATING PIPELINE BREAK CONTROL DEVICE
JPS60184794A (en) * 1984-03-02 1985-09-20 動力炉・核燃料開発事業団 Remotely detachable joint
DE4236368C2 (en) * 1992-10-28 1997-07-17 Thomas Dipl Ing Lammering Mechanical seal with integrated pressing device
DE4412956A1 (en) * 1994-04-17 1995-10-19 Sander Karl Heinz Gmbh & Co Kg Sleeve mirror seal

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