EP3686366A1 - Dispositif de conduite d'évacuation - Google Patents

Dispositif de conduite d'évacuation Download PDF

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Publication number
EP3686366A1
EP3686366A1 EP20153130.8A EP20153130A EP3686366A1 EP 3686366 A1 EP3686366 A1 EP 3686366A1 EP 20153130 A EP20153130 A EP 20153130A EP 3686366 A1 EP3686366 A1 EP 3686366A1
Authority
EP
European Patent Office
Prior art keywords
line
pipe
vertical feed
feed line
control rod
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
EP20153130.8A
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German (de)
English (en)
Other versions
EP3686366B1 (fr
Inventor
Marcel Geib
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.)
Geib Ines
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3686366A1 publication Critical patent/EP3686366A1/fr
Application granted granted Critical
Publication of EP3686366B1 publication Critical patent/EP3686366B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08Down pipes; Special clamping means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08Down pipes; Special clamping means therefor
    • E04D2013/0806Details of lower end of down pipes, e.g. connection to water disposal system
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08Down pipes; Special clamping means therefor
    • E04D2013/0833Elbow pieces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08Down pipes; Special clamping means therefor
    • E04D2013/084Means for fixing down pipes to structure
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08Down pipes; Special clamping means therefor
    • E04D2013/0846Interconnecting down pipe parts

Definitions

  • the invention relates to a drain pipe arrangement on a building in the surrounding underground with an essentially horizontal drain pipe in the deeper underground and an essentially vertical feed line to the horizontal drain pipe, a long-sleeve connection being provided in the vertically oriented line path between the vertical feed line and the horizontal drain pipe.
  • drain line arrangements on buildings for the discharge of waste water and / or surface / rainwater are known.
  • the wastewater or surface water is fed into the vertical supply line via suitable connections and thus to the horizontal drain pipe located in the deeper underground.
  • the essentially horizontal drain pipe leads to the sewer system with a suitable slight slope, usually via a transfer / inspection shaft.
  • the horizontal drain pipe located in the deeper underground is subject to larger settlements compared to the building, in particular in buildings based on foundation piles. Accordingly, there is a risk that at the transition between the essentially vertical supply line on the building to the essentially horizontal drain pipe, the pipe connection will be separated by the horizontal drain pipe sagging. A first consequence would be improper routing of the liquid discharged in the drain line arrangement. It can also cause rinsing and major damage to the building to lead. Sands can also be flushed into the drain pipe and the pipe clogged.
  • the drain line arrangement described at the outset is from the DE 34 16 425 C1 known as a rainwater downpipe with a long sleeve design to compensate for settlement phenomena.
  • a telescopically displaceable pipe system for discharging liquid waste materials in which a preferably vertically extending central piece can be displaced axially to one another in the manner of a long sleeve over an overlap area.
  • settling phenomena and thus excessive stresses on a sewage pipe when crossing a foundation into the ground are to be avoided.
  • a standpipe for a pipe run leading to a precipitation in the upper end of which a downpipe engages and the lower end opens into a base pipe, the standpipe having an inner pipe encompassing the downpipe and a jacket pipe which at least encloses the upper height area of the inner pipe on the outside.
  • This in turn is a telescopic long sleeve.
  • the EP 1 698 741 A2 a standpipe for connecting a downpipe to a sewer connection pipe, which has a socket section with a predetermined inside diameter, the standpipe having two connection ends and a normal pipe section between the connection ends, the outside diameter of the normal pipe section of the standpipe being smaller than the inside diameter of the socket section, the standpipe at one connection end has a plug-in adapter section which is formed in one piece with the normal pipe section and which has an enlarged outer diameter compared to the outer diameter of the normal pipe section, the enlarged outer diameter approximately corresponding to the inner diameter of the socket section of the duct connection pipe or being only slightly smaller, so that a direct plug connection is established between the standpipe and the sewer connection pipe, the standpipe with its plug adapter section fits into the Muffena section of the sewer connection pipe can be inserted.
  • the object of the invention is based on an arrangement according to the DE 34 16 425 C1 specify a drain line arrangement in which the relative movements that may occur due to settlement between a building and the surrounding subsurface are only permitted in the area of the long socket connection.
  • the building has a floor slab and / or foundation, the vertical feed line being anchored to the floor slab and / or the foundation with a pipe clamp.
  • the vertical supply line is thus anchored to the base plate and / or the foundation with a preferably rustproof pipe clamp, so that the vertical supply line, which should follow the same settlement movements as the building or its base plate or foundation, is additionally mechanically attached to the base plate or the Foundation is connected. Accordingly, the movement difference between the slight settlement of the entire building with the significantly stronger settlement of the horizontal drain pipe is completely directed to the transition between the horizontal drain pipe and the vertically oriented pipe path in the form of the long sleeve.
  • the drain line arrangement serves to discharge waste water occurring in the building.
  • the T-piece with the section led downward forms the inner part of the long sleeve connection and a 90 ° bend or two 45 ° bends for the transition into the horizontal drain pipe with its section led upwards the outer part of the long sleeve connection, namely a long sleeve.
  • the T-piece is preferably a pipe connection with two sleeves and a spigot end, the spigot end being elongated and forming the inner part of the long sleeve connection.
  • a control rod is slidably held in brackets or guides in the vertical supply line in the vertical longitudinal direction and is anchored to the horizontal drain pipe, any settling movements that occur can be easily checked using the control rod.
  • control rod can be slidably mounted in a protective tube attached to the vertical feed line. This ensures that the control rod is free to move and move, especially when the control rod is mounted on the outside of the vertical feed line, since the protective tube keeps the ground load away.
  • the protective tube should go to the surface and be closed with a cap. If necessary, the cap can be opened and the position of the control rod (upper end of the control rod) can be checked.
  • the control rod it is possible for the control rod to be slidably mounted in brackets attached to the vertical feed line.
  • control rod extends with its upper end to the surface or inspection opening, with the upper end of the control rod by the overlap dimension of the long sleeve above the uppermost one in the initial installation state with the long sleeve connection completely pushed together If the bracket protrudes, the auditor can quickly see whether the overlap in the long sleeve is still sufficient to maintain a secure fluid connection without leakage from the vertical feed line into the horizontal drain pipe. If the control rod slips out of the uppermost bracket, the auditor can see that the sagged horizontal drain pipe is no longer properly connected to the vertical feed line and earthworks are consequently required to expose the horizontal drain pipe in order to readjust a long sleeve with sufficient overlap for to be able to create a next period of use.
  • the vertical feed line consists of several straight pipe sections which can be connected to one another via push-in sockets, the control rod being designed to be correspondingly extendable and in the vertical feed line at least one holder for the control rod being arranged in each section, the vertical feed line can be of the desired length , in particular to the surface as an inspection pipe or as a rainwater pipe.
  • the long sleeve connection has an overlap dimension of 10 cm to 100 cm, in particular 20 cm to 50 cm.
  • the vertical supply line is a rainwater line or an inspection line
  • either rainwater for example from the rainwater downpipe
  • the vertical supply line is available as an inspection line, which can be accessed from the surface of the surrounding area, for example by removing a cover. The drain pipes connected to it can then be easily checked from the top of the site.
  • FIG. 1 a first exemplary embodiment of a drain line arrangement is shown in a sectional view through the relevant underground U in which the drain line arrangement is arranged.
  • the surrounding subsoil consists of a stable soil U t , namely inorganic soil such as sand, gravel etc. and a non-stable soil or subsoil U n , which consists in particular of organic material such as humus, peat, silt or brown coal.
  • a building G with a base plate or foundation F is shown.
  • the floor slab F is loaded on the load-bearing floor U t via foundation piles P, so that the building G is largely free of subsidence.
  • the drain line arrangement according to the invention is arranged in the area of the unsustainable subsurface U n .
  • the drain line arrangement In the deeper underground, but in the area of the unsustainable subsurface U n, the drain line arrangement has an essentially horizontal drain pipe 1 and an essentially vertical feed line 2, which directs water to be drained, for example waste water from building G, to the horizontal drain pipe 1.
  • a 90 ° or 87 ° bend 11 is arranged between the vertical feed line 2 and the horizontal drain pipe 1.
  • the bend 11 has an upward-pointing sleeve in the form of a long sleeve 12 from 20 cm to 50 cm, for example 40 cm in length.
  • the other end of the bend 11 is designed as a normal tip end 13 and is inserted into a standard sleeve of a straight pipe section 10 of the horizontal drain pipe 1.
  • the vertical feed line 2 is inserted with a long tip end 22.
  • the lower element of the vertical feed line 2 in the exemplary embodiment shown here is a branch or T-piece 21, the end of which points downward is designed as a long tip end 22.
  • the T-piece 21 has a first connection sleeve 23 in a straight extension of the long tip end 22, into which a revision or rainwater pipe 25 is inserted, and a second connection sleeve 24, which is oriented essentially horizontally and for connecting a horizontal feed line 3 for waste water from building G. Accordingly, a tip end 31 of a sewage pipe 30 leads into this second connection sleeve 24 of the T-piece 21.
  • a control rod 4 is slidably held in brackets 42 in the vertical feed line 2. However, the lower end of the control rod 4 is firmly anchored to the horizontal drain pipe 1, here directly on the bend 11, with a fastening 41.
  • the control rod 4 has a length adapted to the installation situation, so that its upper end 40 ends close to the surface O in the inspection tube 25.
  • the upper end 40 of the control rod 4 is aligned so far above the uppermost holder 42 so that the protrusion of the control rod 4 between this uppermost holder 42 and the upper end 40 is the maximum extension of the long sleeve connection, consisting of the long sleeve 12 of the bend 11 and the long tip end 22 of the T-piece 21 corresponds.
  • a building G has been created correspondingly via foundation piles P in a stable underground U t or to connect a sewage pipe 30 of a horizontal feed line 3 from this building G or its base plate F (sewage outlet house) to the lower-lying sewer system at an existing building G of this type is the described drain line arrangement consisting of the vertical feed line 2, namely T-piece 21 with inspection tube 25 connected above it, with its downward-pointing long tip end 22 being guided into a horizontal drain tube 1 via a corresponding long sleeve 12 of the bend 11.
  • the horizontal drain pipe 1 is arranged in such a way that the long sleeve connection, consisting of the long sleeve 12 of the elbow 11 and the long spigot 22 of the T-piece 21, is installed in the fully pushed-together state in order to ensure a maximum overlap dimension for the following, as long as possible period of use .
  • the vertical feed line 2 is fixed to the base plate and / or the foundation F with a rustproof pipe clamp 26.
  • the pipe clamp 26 is preferably screwed directly onto the T-piece 21, so that the entire vertical feed line 2, including the long tip end 22, belongs to the system of the building with load transfer via foundation piles P.
  • the horizontal drain pipe 1, consisting of any straight pipe sections 10 and the elbow 11, with the long sleeve 12 belonging to the long sleeve connection is only embedded in the unsustainable subsurface U n and is therefore subject to clear settlements, such as those known for bog soils (organic substances) are.
  • the horizontal drain pipe 1 then leads to the corresponding sewer system, which is exposed to the same or similar settlement behavior.
  • the horizontal drain pipe 1 will settle significantly more than the building G with base plate / foundation F.
  • the horizontal drain pipe 1 with elbow 11 and long sleeve 12 will be relative to the vertical feed line 2 with T-piece 21 and long spigot end 22, which is received in the long sleeve 12, sag and the long sleeve connection telescope.
  • a settlement difference chosen in this way can be accommodated by the long sleeve without the sealed fluid connection from the vertical supply line 2 in the horizontal drain pipe 1 loosens and can lead to the disadvantages mentioned at the beginning, namely flushing the building, sanding down the drain pipe or other impairments.
  • the control rod 4 is slidably guided within the vertical feed line 2.
  • the brackets 42 are to be provided at regular intervals, for example once or twice per meter.
  • the brackets 42 can consist of eyelets / screws 42, which are anchored in corresponding bores in the inspection tube 25, which is preferably designed as a plastic tube, and displaceably receive the control rod 4 in the eyelet 42.
  • the lower end of the control rod 4 is, however, firmly anchored in the elbow 11 of the horizontal drain pipe 1 by means of fastening 41. When the horizontal drain pipe 1 settles, the control rod 4 is thus pulled further down relative to the vertical feed line 2.
  • the uppermost holder 42 of the control rod 4 in comparison to the upper end 40 of the control rod 4 can be used as a yardstick for a maximum permitted settlement movement.
  • FIG. 2 A second embodiment of the drain line arrangement is shown in a spatial view.
  • Fig. 2 are identical or similar components according to the embodiment according to Fig. 1 designated with the same reference numerals.
  • Fig. 1 In contrast to Fig. 1 is in Fig. 2 a building with its base plate or foundation not shown.
  • FIG. 2 only part of the horizontal drain pipe 1 is the bend 11, here shown in the form of two 45 ° bends with its upstream long sleeve 12.
  • this long sleeve 12 which belongs to the horizontal drain pipe 1 (not shown here), as in the exemplary embodiment according to FIG Fig. 1 the long tip end 22 of a T-piece 21 inserted from the vertical feed line 2.
  • a rainwater downpipe or inspection pipe, not shown here, is inserted into the first connecting sleeve 23 of the T-piece 21, which is shown here and which at least leads to the surface of the earth and, in the case of an inspection pipe, is closed there with a cap.
  • a horizontal feed line (not shown here) in the form of a sewage pipe is connected to the second connecting sleeve 24. This line comes from a building, for example guided in the floor slab or the foundation.
  • control rod 4 is not arranged within the vertical feed line 2, but instead is fastened or guided on the outside, thus preventing the flow path from being attached and / or clogged to the control rod 4 and its holders 42.
  • the control rod 4 is firmly connected at its lower end to the elbow 11 or the long sleeve 12 on the fastening 41. In the exemplary embodiment shown here, this is carried out with a lower pipe clamp 44.
  • control rod 4 is designed as an inner tube in a protective tube 43.
  • the protective tube 43 is fastened by means of upper pipe clips 45 (two pieces shown here) to the vertical feed line 2, for example to the T-piece 21 on its first connecting sleeve 23 and below the second connecting sleeve 24 at the upper end of the long tip end 22.
  • the control rod 4 is slidably received in the protective tube 43.
  • the control rod 4 will move over lower pipe clamp 44 moved within the protective tube 43. Since the protective tube 43 extends to the surface of the earth and is preferably closed there with a cap, this cap can be removed for revision and the amount of settlement can be measured at the offset between the upper end of the control rod 40 and the upper end of the protective tube 43.
  • Reference list 1 horizontal drain pipe F Base plate, foundation 10th straight piece of pipe G building 11 (90 ° / 87 ° -) bend P Foundation pile 12th Long sleeve U Underground 13 Pointed end of the bow U t stable subsurface U n unsustainable subsurface 2nd vertical supply line 21 Tee 22 long spike end 23 first connection sleeve 24th second connection sleeve 25th Rainwater pipe or inspection pipe 26 Pipe clamp 3rd horizontal supply line 30th Sewer pipe 31 Pointed end of the sewer pipe 4th Control staff 40 upper end of the control rod 41 Attachment 42 bracket 43 Protective tube 44 lower pipe clamp 45 upper pipe clamp

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sink And Installation For Waste Water (AREA)
EP20153130.8A 2019-01-28 2020-01-22 Dispositif de conduite d'évacuation Active EP3686366B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202019100485.1U DE202019100485U1 (de) 2019-01-28 2019-01-28 Abflussleitungsanordnung

Publications (2)

Publication Number Publication Date
EP3686366A1 true EP3686366A1 (fr) 2020-07-29
EP3686366B1 EP3686366B1 (fr) 2021-05-19

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ID=69187662

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EP20153130.8A Active EP3686366B1 (fr) 2019-01-28 2020-01-22 Dispositif de conduite d'évacuation

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EP (1) EP3686366B1 (fr)
DE (1) DE202019100485U1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112609795B (zh) * 2020-12-21 2022-05-10 广东腾安机电安装工程有限公司 一种用于高层建筑物的排水管

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE889250C (de) 1943-08-21 1953-09-10 Wilhelm Bauer Einschaltmuffe, insbesondere fuer keramische Rohrleitungen
DE1869609U (de) 1961-01-27 1963-03-28 Philips Nv Insbesondere zum ableiten fluessiger abfallstoffe geeignetes, teleskopartig verschiebbares rohrsystem.
DE3416425C1 (de) 1984-05-04 1985-08-22 Lothar 4000 Düsseldorf Blömeke Ablaufkrümmer zum Anschluß eines Regenwasserfallrohres an ein Abwasserrohr od. dgl.
DE9105549U1 (de) * 1991-03-02 1991-07-11 Dehn + Söhne GmbH + Co KG, 8500 Nürnberg Rohrschelle
DE9400877U1 (de) * 1994-01-20 1994-05-05 Hein, Reiner Rudolf, 66399 Mandelbachtal Doppelkammer-Rohrsystem für Regenwassersammelanlagen
JPH0635746B2 (ja) * 1987-07-29 1994-05-11 積水化学工業株式会社 竪樋装置
DE19811709A1 (de) 1998-03-18 1999-09-30 Km Europa Metal Ag Standrohr
EP1698741A2 (fr) 2005-02-23 2006-09-06 Metallwarenfabrik Marktoberdorf GmbH & Co. KG Tube vertical pour connexion entre un tuyau de descente et un tuyau de raccordement pour un canal
CN101749996A (zh) * 2010-01-12 2010-06-23 浙江大学 土体内部位移测量装置及其测量方法
JP2011219996A (ja) * 2010-04-09 2011-11-04 Sekisui House Ltd 地盤沈下対策配管構造及び地盤沈下対策配管方法
DE202013004470U1 (de) 2013-05-14 2013-07-10 Wolfgang Naumann Flexibler Verbindungsbogen zwischen Regenfallrohr und Grundleitung
JP2016169756A (ja) * 2015-03-11 2016-09-23 積水化学工業株式会社 耐震用配管部材
JP2017172175A (ja) * 2016-03-23 2017-09-28 大和ハウス工業株式会社 竪樋

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE889250C (de) 1943-08-21 1953-09-10 Wilhelm Bauer Einschaltmuffe, insbesondere fuer keramische Rohrleitungen
DE1869609U (de) 1961-01-27 1963-03-28 Philips Nv Insbesondere zum ableiten fluessiger abfallstoffe geeignetes, teleskopartig verschiebbares rohrsystem.
DE3416425C1 (de) 1984-05-04 1985-08-22 Lothar 4000 Düsseldorf Blömeke Ablaufkrümmer zum Anschluß eines Regenwasserfallrohres an ein Abwasserrohr od. dgl.
JPH0635746B2 (ja) * 1987-07-29 1994-05-11 積水化学工業株式会社 竪樋装置
DE9105549U1 (de) * 1991-03-02 1991-07-11 Dehn + Söhne GmbH + Co KG, 8500 Nürnberg Rohrschelle
DE9400877U1 (de) * 1994-01-20 1994-05-05 Hein, Reiner Rudolf, 66399 Mandelbachtal Doppelkammer-Rohrsystem für Regenwassersammelanlagen
DE19811709A1 (de) 1998-03-18 1999-09-30 Km Europa Metal Ag Standrohr
EP1698741A2 (fr) 2005-02-23 2006-09-06 Metallwarenfabrik Marktoberdorf GmbH & Co. KG Tube vertical pour connexion entre un tuyau de descente et un tuyau de raccordement pour un canal
CN101749996A (zh) * 2010-01-12 2010-06-23 浙江大学 土体内部位移测量装置及其测量方法
JP2011219996A (ja) * 2010-04-09 2011-11-04 Sekisui House Ltd 地盤沈下対策配管構造及び地盤沈下対策配管方法
DE202013004470U1 (de) 2013-05-14 2013-07-10 Wolfgang Naumann Flexibler Verbindungsbogen zwischen Regenfallrohr und Grundleitung
JP2016169756A (ja) * 2015-03-11 2016-09-23 積水化学工業株式会社 耐震用配管部材
JP2017172175A (ja) * 2016-03-23 2017-09-28 大和ハウス工業株式会社 竪樋

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Publication number Publication date
DE202019100485U1 (de) 2020-05-05
EP3686366B1 (fr) 2021-05-19

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