EP0858587B1 - Ouvrage pour canalisation - Google Patents

Ouvrage pour canalisation Download PDF

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Publication number
EP0858587B1
EP0858587B1 EP96938039A EP96938039A EP0858587B1 EP 0858587 B1 EP0858587 B1 EP 0858587B1 EP 96938039 A EP96938039 A EP 96938039A EP 96938039 A EP96938039 A EP 96938039A EP 0858587 B1 EP0858587 B1 EP 0858587B1
Authority
EP
European Patent Office
Prior art keywords
sewer
sewer construction
shaft
shaped abutment
test
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.)
Expired - Lifetime
Application number
EP96938039A
Other languages
German (de)
English (en)
Other versions
EP0858587A1 (fr
Inventor
Karl Kortmann
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0858587A1 publication Critical patent/EP0858587A1/fr
Application granted granted Critical
Publication of EP0858587B1 publication Critical patent/EP0858587B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00—Fluid handling
    • Y10T137/5762—With leakage or drip collecting
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00—Fluid handling
    • Y10T137/6851—With casing, support, protector or static constructional installations
    • Y10T137/6966—Static constructional installations
    • Y10T137/6991—Ground supporting enclosure

Definitions

  • the invention relates to a sewerage structure, in particular in training as an inlet shaft, inspection shaft or the like, according to the preamble of claim 1.
  • a sewer structure known according to US-A-4,373,381 has several hollow concrete parts, which in the installed position upper part in a test position an airbag as a test seal body records.
  • the test seal body is in this installation position via a chain with a rung part connected to the building.
  • the entire test device can an unwanted inclined position in the hollow concrete part and under test conditions with simultaneous effect of the test pressure in the interior of the shaft there is a risk that the test device lies in the area of the wall side Air bag releases and thus the operating personnel is exposed to a hazard.
  • the invention addresses the problem of a sewerage structure to create on that with little technical Effort for a quick and uncomplicated leak test both for the area of the building itself and for the area of connected sewer pipes is feasible and the security requirements are met even at high test pressures.
  • the sewerage structure designed according to the invention enables with the integral contact form area a defined one Positioning the test seal body of a test device in a fluid-tight test position, the one comprehensive testing in one test process enables what especially in an unfilled installation state existing new building reduces the examination effort. With the determination of the test seal body and / or Parts of the test device via holding areas in the sewage system the test reliability is increased.
  • Fig. 1 is a sewer structure designated overall by 1 shown in a first embodiment, the one for example for a street drain, a yard drain or the like.
  • the inlet shaft part 2 has a lower Base area 3 has a drainage channel 5, into which a Collection channel 4 opens and to the in the area of a connecting sleeve 6 a sewer pipe 7 can be connected can.
  • the inlet shaft 2 is as a one-piece hollow concrete part formed and has in the lower part of the inner wall 8 of the collecting channel 4 is designed as a cross-sectional constriction Formation area 9 in which a test seal body 10 in a test device, not shown 11 can be supported in a fluid-tight test position (FIG. 1) is.
  • a test pressure constructed and determined in a single test can be whether the pipe connection in the area of the connection sleeve 6 is dense, i.e. the seal 12 both for Connection surface 12 'in the base area 3 and to the connecting pipe 7 seals. It is understood that the Check the invisible end of the sewer pipe 7 also closed fluid-tight or with this is connected to an associated shaft component, such that the entire sewer system for groundwater and / or day water tightness can be checked.
  • the contact form region 9 forms a cylindrical one in FIG. 1 Surface 13 on which the test seal body 10 can be sealingly applied is. There can also be several, at a distance from each other arranged contact form areas 9 (not shown) are provided to the position of the test seal body 10 to be able to vary.
  • the investment form areas 9 can be designed with different contours his.
  • the second embodiment of the sewerage structure 1 2 forms a walk-in shaft 14, which several substantially identical annular hollow concrete parts 15, a base plate 16 with a connecting sleeve 6 ', a cone part 15' and arranged above this Ring parts 15 ''.
  • On the inner wall 8 'of Cone part 15 ' is near the upper edge of the contact shape area 9 formed by a narrow cylindrical Surface is formed and an adjacent, includes inwardly projecting shoulder 23 on the the test seal body 10 with an additional seal can hang up.
  • the shaft area can be used for the tightness control Tightness of the entire interior 20 of the shaft 14 and of the entire pipe network connected at 6 '(not shown) to be controlled.
  • the embodiment of the sewerage structure 1 according to Fig. 3 forms a transfer shaft 24, which is in one piece Component is formed and at 6 '' with a Supply line 25 connected and to a discharge line 27 is connected, which passes through a seal 26.
  • the Transfer shaft 24 is near his cover part 28 on his Inner wall 29 provided with the contact molding area 9, the is formed by an annular collar with a receiving groove 30, in which the test seal body 10 can be clamped.
  • Test undercut supporting undercut (not shown) to be provided as the contact area.
  • the sewer structure constructed as a dome shaft 33 according to FIG. 4 1 comprises 34 arranged above a tank head Ring components 35, 36 and a cover member 37, the enclose a shaft interior 38 that leads to the surroundings towards the area of connection openings 39, 39 'and in the respective connection areas of the shaped concrete parts 35, 36, 37 must be fluid-tight.
  • This can, for example by an adhesive connection or by pouring in the manufacture of the cover part 37 in the Annular groove 41 can be kept permanent and repetitions of the Leak test, for example during routine checks of the cathedral shaft 33, enable.
  • the sewerage structures 1 can have additional holding areas for the determination of the test device 11 be provided during the test process, for example in Form recesses or protrusions so that the test device 11 secured in position when pressurized is.
  • the test device 11 has one as a feed for a pressure medium and as a holding part for the test seal body 10 provided pipe part 42 on the top Edge region of the collecting duct 4 through a groove 43 securing part 44 engaging as holding area can be defined is.
  • 3 is the test device 11 '' due to the lockable in the receiving groove 30 Test seal body 10 held, and the pressure medium can introduced into the interior via feeds 45 or 46 become.
  • 4 is the test device 11 '' 'on the tank head in a connection area 48 definable.
  • the inlet shaft part 2 ' is in a second embodiment with a different surface contour 50, 50 'shown, the inner drainage channel 5 'is formed by an inner tube 6' in which the test seal body 10 in the fluid-tight test position can be introduced.
  • the test device 11 is after Removing the inlet grate 49 (Fig. 8) on the rod-shaped Secured part 44 supported, the edge in the groove 43rd intervenes.
  • the sewage system 1 can basically be any Shape and perform a variety of functions, for example as an electrical shaft, cable distribution shaft or device shaft, where also the Use of plastic or metal as a construction material for the shaft structure or its individual parts is conceivable.
  • the contact form areas can be in horizontal cross section circular, but instead also angular or in any desired Configuration.

Landscapes

  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
  • Examining Or Testing Airtightness (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Earth Drilling (AREA)
  • Road Paving Structures (AREA)
  • Separation By Low-Temperature Treatments (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Devices That Are Associated With Refrigeration Equipment (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Dental Tools And Instruments Or Auxiliary Dental Instruments (AREA)

Claims (7)

  1. Ouvrage de canalisation, en particulier égout d'amenée, chambre de visite ou analogue, constitué d'une ou plusieurs parties creuses de béton (2; 15, 15'; 24; 35, 36, 37), avec au moins un raccordement pour un tuyau de canalisation (7; 17; 25, 27; 39; 39'), l'ouvrage de canalisation (1) recevant un corps d'étanchéité d'essai (10) en une position d'essai étanche aux fluides, caractérisé en ce que l'ouvrage de canalisation (1) présente sur sa paroi interne (8; 8'; 29) une zone moulée d'aménagement (9) déterminant la position d'essai étanche aux fluides, pour supporter le corps d'étanchéité d'essai (10) raccordé à un dispositif d'essai (11) et en ce que dans l'ouvrage de canalisation (1) des zones de retenue respectives (23; 30; 43; 43'; 41; 48) sont prévues pour fixer le corps d'étanchéité d'essai (10) et/ou des composants du dispositif d'essai (11, 11'; 11"; 11''').
  2. Ouvrage de canalisation selon la revendication 1, caractérisé en ce qu'il est prévu plusieurs zones moulées d'aménagement (9) disposées à distance les unes des autres dans l'ouvrage de canalisation (1).
  3. Ouvrage de canalisation selon la revendication 1 ou 2, caractérisé en ce que la zone moulée d'aménagement (9) est conformée pour recevoir plusieurs corps d'étanchéité d'essai (10).
  4. Ouvrage de canalisation selon l'une quelconque des revendications 1 à 3, caractérisé en ce que la zone moulée d'aménagement (9) présente un profil en coupe transversale ajusté sur le contour externe d'un corps d'étanchéité d'essai (10) et détermine pour le corps d'étanchéité d'essai (10) une position d'essai définie à obturation par la forme et/ou par force.
  5. Ouvrage de canalisation selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la zone moulée d'aménagement (9) est pourvue d'au moins une rainure réceptrice (30) formant la zone de retenue comme zone de retenue pour une zone de bord du corps d'étanchéité d'essai (10).
  6. Ouvrage de canalisation selon l'une quelconque des revendications 1 à 5, caractérisé en ce que, dans le cas d'un ouvrage de canalisation constitué de plusieurs pièces creuses de béton (15, 15') montées les unes sur les autres pour former un puits (14), au moins la pièce creuse de béton (15') disposée en position de mise en place dans la zone de puits supérieure est pourvue de la zone moulée d'aménagement (9).
  7. Ouvrage de canalisation selon l'une quelconque des revendications 1 à 6, caractérisé en ce que la zone moulée d'aménagement (9) de l'ouvrage de canalisation (1) définit une position d'essai pour le corps d'étanchéité d'essai (10) telle que, dans une seule opération d'essai, on puisse simultanément contrôler l'étanchéité des raccordements de tous les tuyaux de canalisations (7; 17; 25, 27; 39, 39') du réseau total de tuyauteries raccordé et celle de l'ouvrage de canalisation (1) dans la zone comprise entre les pièces creuses de béton (15, 15'; 35, 36, 37).
EP96938039A 1995-11-02 1996-11-01 Ouvrage pour canalisation Expired - Lifetime EP0858587B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE29517313U 1995-11-02
DE29517313U DE29517313U1 (de) 1995-11-02 1995-11-02 Kanalisationsbauwerk
PCT/EP1996/004753 WO1997016711A1 (fr) 1995-11-02 1996-11-01 Ouvrage pour canalisation

Publications (2)

Publication Number Publication Date
EP0858587A1 EP0858587A1 (fr) 1998-08-19
EP0858587B1 true EP0858587B1 (fr) 2000-09-13

Family

ID=8014875

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96938039A Expired - Lifetime EP0858587B1 (fr) 1995-11-02 1996-11-01 Ouvrage pour canalisation

Country Status (14)

Country Link
US (1) US6089254A (fr)
EP (1) EP0858587B1 (fr)
AT (1) ATE196359T1 (fr)
AU (1) AU7561996A (fr)
CZ (1) CZ287528B6 (fr)
DE (2) DE29517313U1 (fr)
DK (1) DK0858587T3 (fr)
EA (1) EA000201B1 (fr)
ES (1) ES2152049T3 (fr)
GR (1) GR3035002T3 (fr)
HU (1) HU220924B1 (fr)
PL (1) PL185987B1 (fr)
UA (1) UA46803C2 (fr)
WO (1) WO1997016711A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29722456U1 (de) * 1997-12-19 1999-05-12 Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf Kanalisationsbauwerk
WO2001083892A1 (fr) 2000-04-25 2001-11-08 Karl Kortmann Tampon de regard d'egout pour construction d'egouts
US6311721B1 (en) * 2000-10-06 2001-11-06 William Aaron Residential drain line stop valve
AU2006297035B2 (en) * 2005-09-27 2011-08-04 Clearford Industries Inc. High performance sewer system

Family Cites Families (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2398051A (en) * 1944-10-12 1946-04-09 Westinghouse Electric Corp Leakage testing apparatus for highpressure containers
US2460054A (en) * 1945-11-26 1949-01-25 John H Wiggins Tank bottoms equipped with improved means for testing seams and recovering leakage from same
US2737803A (en) * 1952-02-08 1956-03-13 American Can Co Method of and apparatus for pressure testing filled containers
AT223140B (de) * 1960-05-11 1962-08-27 Passavant Werke Rückstausichere Schachtabdeckung
DE1857689U (de) * 1962-05-21 1962-08-30 Cremer & Breuer G M B H Steinz Geraet zum pruefen von steinzeugroehren auf druckfestigkeit.
US3562969A (en) * 1968-10-22 1971-02-16 Howell P Little Jr Sectional catch basin
US3543453A (en) * 1969-04-04 1970-12-01 Gene P Wright Sanitary sewer manholes
US4023590A (en) * 1974-12-30 1977-05-17 The Oregon Drop Corporation Manhole construction
DE8014423U1 (de) * 1980-05-27 1980-12-18 Guss- Und Armaturwerk Kaiserslautern Nachf. Karl Billand Gmbh & Co, 6750 Kaiserslautern Sammelbehaelter fuer eine an das abwassernetz angeschlossene draenageleitung
US4373381A (en) * 1981-01-29 1983-02-15 Leon Kulp Manhole leakage indicator and method for using
DE3201808C2 (de) * 1982-01-21 1985-09-26 H. Krantz Gmbh & Co, 5100 Aachen Vorrichtung zum dichten Verschließen eines Kanals
FR2640377A1 (fr) * 1988-12-12 1990-06-15 Schneider Evelyne Dispositif de controle d'etancheite pour reservoirs de stockage
US5046354A (en) * 1989-09-29 1991-09-10 Mungia Robert R Pressurized storage tank with automatic shut-down in case of leakage
US5589631A (en) * 1990-05-30 1996-12-31 Spring Patents Corporation Leak detection with non-toxic liquids
US5313822A (en) * 1991-07-03 1994-05-24 The Babcock & Wilcox Company Method and apparatus for pressure testing large vessels
DE4220900A1 (de) * 1992-06-25 1994-01-05 Deutsche Aerospace Vorrichtung zur Prüfung von Hohlräumen
US5251472A (en) * 1992-07-13 1993-10-12 The Presray Corporation High pressure pipe sleeve for pressure testing of joint seals
FR2694397B1 (fr) * 1992-08-03 1996-12-20 Sewerin Materiel Reseaux Const Procede de test d'etancheite d'une canalisation ou d'un reseau de canalisations ainsi qu'une installation permettant la mise en óoeuvre de ce procede.
WO1994005989A1 (fr) * 1992-09-08 1994-03-17 Kipp Jens Werner Procede et dispositif d'inspection et/ou de maintenance et de reparation de canaux secondaires qui derivent d'un egout principal
FR2698953B1 (fr) * 1992-12-03 1995-01-06 Snecma Système de distribution de fluides à travers une enveloppe évidée et un couvercle à évent et dispositif de détection de fuites.
US5390713A (en) * 1992-12-10 1995-02-21 Fiech; Manfred M. Unitized fuel storage tank
US5505327A (en) * 1994-01-18 1996-04-09 Witt; F. C. Flexible lined tank with vacuum in the manway
CA2132799A1 (fr) * 1994-09-23 1996-03-24 Donald G. Horn Reservoir de purge souterrain
US5511573A (en) * 1994-10-24 1996-04-30 K N Energy, Inc. Contaminated valve containment device
US5597948A (en) * 1994-10-24 1997-01-28 Sharp; Bruce R. Storage tank system with independent monitoring of ribs and tank wall
US5954103A (en) * 1997-09-22 1999-09-21 Smith; Philip E. Watertight sump shield assembly for underground tanks
US5939620A (en) * 1998-04-24 1999-08-17 Crown Cork & Seal Technologies Coporation Leak detecting device for detecting a leak in a container

Also Published As

Publication number Publication date
CZ287528B6 (en) 2000-12-13
ATE196359T1 (de) 2000-09-15
GR3035002T3 (en) 2001-03-30
DE59605891D1 (de) 2000-10-19
PL326369A1 (en) 1998-09-14
EA199800423A1 (ru) 1998-10-29
WO1997016711A1 (fr) 1997-05-09
HUP9900578A3 (en) 1999-11-29
US6089254A (en) 2000-07-18
AU7561996A (en) 1997-05-22
EA000201B1 (ru) 1998-12-24
DK0858587T3 (da) 2001-01-02
ES2152049T3 (es) 2001-01-16
EP0858587A1 (fr) 1998-08-19
CZ136798A3 (cs) 1998-10-14
HU220924B1 (en) 2002-06-29
DE29517313U1 (de) 1997-03-06
HUP9900578A2 (hu) 1999-06-28
PL185987B1 (pl) 2003-09-30
UA46803C2 (uk) 2002-06-17

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