EP3686366B1 - Dispositif de conduite d'évacuation - Google Patents

Dispositif de conduite d'évacuation Download PDF

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Publication number
EP3686366B1
EP3686366B1 EP20153130.8A EP20153130A EP3686366B1 EP 3686366 B1 EP3686366 B1 EP 3686366B1 EP 20153130 A EP20153130 A EP 20153130A EP 3686366 B1 EP3686366 B1 EP 3686366B1
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EP
European Patent Office
Prior art keywords
pipe
feed line
arrangement according
piping arrangement
drainage piping
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.)
Active
Application number
EP20153130.8A
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German (de)
English (en)
Other versions
EP3686366A1 (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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Geib Ines
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Filing date
Publication date
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Publication of EP3686366A1 publication Critical patent/EP3686366A1/fr
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Publication of EP3686366B1 publication Critical patent/EP3686366B1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08—Down pipes; Special clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08—Down pipes; Special clamping means therefor
    • E04D2013/0806—Details of lower end of down pipes, e.g. connection to water disposal system
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08—Down pipes; Special clamping means therefor
    • E04D2013/0833—Elbow pieces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08—Down pipes; Special clamping means therefor
    • E04D2013/084—Means for fixing down pipes to structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08—Down pipes; Special clamping means therefor
    • E04D2013/0846—Interconnecting down pipe parts

Definitions

  • the invention relates to a drainage line arrangement for use on a building, which has a floor slab and / or foundation in the surrounding subsoil, with a substantially horizontal drainage pipe in the deeper subsoil and a substantially vertical supply line to the horizontal drainage pipe, with between the vertical supply line and the horizontal Drainage pipe a long socket connection is provided in the vertically oriented line path, the vertical supply line being anchored to the base plate and / or to the foundation with a pipe clamp.
  • drainage line arrangements on buildings for the discharge of wastewater and / or surface / rainwater are known.
  • the wastewater or surface water is fed into the vertical supply line via suitable connections and thus led to the horizontal drainage pipe located in the deeper subsurface.
  • the essentially horizontal drainage pipe leads to the sewer system with a suitable slight gradient, usually via a transfer / inspection shaft.
  • the horizontal drainage pipe lying in the deeper subsoil is subject to greater subsidence compared to the building, especially in the case of buildings founded on foundation piles. Accordingly, there is a risk that the pipe connection will be separated at the transition between the essentially vertical supply line on the building and the essentially horizontal drainage pipe due to the sagging of the horizontal drainage pipe. Improper management of the in the drainage line arrangement fluid would be a first consequence. It can also lead to washouts and major damage to the building. Sand can also be washed into the drain pipe and clog the pipe.
  • the discharge line arrangement described at the beginning is from DE 34 16 425 C1 known as a rainwater downpipe with a formation of a long socket to compensate for settlement phenomena.
  • Corresponding line arrangements with a long sleeve that absorbs any settling movements are also, for example, from the JP 2016-169756 A and the JP 2011-219996 A known.
  • a telescopically displaceable pipe system for discharging liquid waste in which a preferably perpendicular center piece can be displaced axially to one another in the manner of a long sleeve over an overlapping area.
  • a preferably perpendicular center piece can be displaced axially to one another in the manner of a long sleeve over an overlapping area.
  • a standpipe for a conduit discharging precipitation in the upper end of which a downpipe engages and the lower end of which opens into a ground pipe, the standpipe having an inner pipe encompassing the downpipe and a casing pipe which encloses at least the upper height area of the inner pipe on the outside. This in turn creates a telescopic long sleeve.
  • the focus is on the ease of connection of a precipitation standpipe with a standard ground pipe.
  • the EP 1 698 741 A2 a standpipe for connecting a rainwater downpipe with a sewer connection pipe, which has a socket section with a predetermined inner diameter, the standpipe having two connection ends and a normal pipe section between the connection ends, the outer diameter of the normal pipe section of the standpipe being smaller than the inner diameter of the socket section, the standpipe at one connection end has a plug adapter section formed integrally with the normal pipe section, which has an enlarged outside diameter compared to the outside diameter of the normal pipe section, the enlarged outside diameter approximately corresponding to the inside diameter of the socket section of the sewer connection pipe or only slightly smaller, so that a direct plug connection between the standpipe and the sewer connection pipe, the standpipe with its plug-in adapter section fits into the socket section of the sewer connection pipe can be inserted.
  • the object of the invention is based on an arrangement according to FIG DE 34 16 425 C1 to specify a drainage arrangement in which the possible relative movements caused by subsidence between a building and the surrounding subsoil, which are absorbed by a long socket connection, can easily be checked.
  • a control rod is held displaceably in the vertical longitudinal direction in or on the vertical supply line, the control rod being firmly anchored on the horizontal drainage pipe.
  • the vertical supply line is anchored to the base plate and / or the foundation with a preferably stainless 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 also mechanically connected to the base plate or the foundation Foundation is connected.
  • the difference in movement between the slight settlement of the entire building with the significantly stronger settlement of the horizontal drainpipe is completely routed to the transition between the horizontal drainpipe and the vertically oriented line path in the form of the long socket.
  • the drainage line arrangement serves to drain off waste water occurring in the building.
  • a T-piece in the vertical supply line access from the surface to this vertical supply line can be retained as an inspection line. Any relative movement in the transition between the vertical supply line and The horizontal drainage pipe on the long socket can be seen through the inspection line in the form of the vertical supply line and the T-piece.
  • the T-piece with the downward section forms the inner part of the long socket connection and a 90 ° bend or two 45 ° bends to the transition into the horizontal drainpipe with its upward section form the outer part of the long socket connection, namely a long socket.
  • This ensures that relative movements between the horizontal supply line connected to the T-piece, e.g. sewer pipe from the building, and the horizontal drain pipe in the deeper subsurface can only be absorbed via the long socket formed from these two components.
  • the relative movements that occur between the horizontal drainage pipe and the overlying part of the drainage line arrangement with different settling behavior are thus permitted in the area of this long socket, thus avoiding stresses and bending moments in the drainage line arrangement.
  • the T-piece is preferably a pipe connection with two sockets and a spigot end, the spigot end being elongated and forming the inner part of the long socket connection.
  • control rod can be held displaceably in a protective tube attached to the vertical supply line. This ensures free mobility / displaceability of the control rod, particularly when the control rod is mounted on the outside of the vertical supply line, since the protective tube keeps the floor load away.
  • the protective tube should go to the surface and be closed there 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 held displaceably in holders attached to the vertical supply line.
  • the vertical supply line consists of several straight pipe sections which can be connected to one another via plug-in sleeves, the control rod being designed to be extended accordingly and at least one holder for the control rod being arranged in the vertical supply line in each section, the vertical supply line can be cut to the desired length , in particular to the surface as an inspection line or as a rainwater line.
  • the long socket 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 accessible from the surface of the surrounding area, for example by removing a cover. The drainage pipes connected to it can then easily be checked from the top of the site.
  • FIG. 1 a first embodiment of a drainage line arrangement is shown in a sectional view through the relevant subsurface U in which the drainage line arrangement is arranged.
  • the surrounding subsoil consists of a load-bearing soil U t , namely inorganic soil such as sand, gravel, etc. and an overlying non-load-bearing soil or subsoil U n , which consists in particular of organic material such as humus, peat, silt or lignite.
  • a building G with a floor slab or foundation F is shown.
  • the floor slab F is loaded onto the load-bearing ground 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 unsound subsoil U n.
  • the drainage line arrangement is essentially horizontal Drainage pipe 1 and a substantially vertical supply line 2, which conducts water to be drained off, for example waste water from the building G, to the horizontal drainage pipe 1.
  • a 90 ° or 87 ° bend 11 is arranged between the vertical supply line 2 and the horizontal drain pipe 1.
  • the arch 11 has an upwardly pointing sleeve in the form of a long sleeve 12 of 20 cm to 50 cm, for example 40 cm in length.
  • the other end of the bend 11 is designed as a normal spigot end 13 and is inserted into a standard socket of a straight pipe section 10 of the horizontal drainage pipe 1.
  • the vertical supply line 2 with a long spigot end 22 is inserted into the long socket 12 of the arch 11.
  • the lower element of the vertical supply line 2 in the exemplary embodiment shown here is a branch or T-piece 21, the end of which pointing downward is designed as a long pointed end 22.
  • the T-piece 21 has a first connection sleeve 23 in a straight extension of the long spigot end 22, into which a revision or rainwater pipe 25 is inserted, as well as a second connection sleeve 24, which is oriented essentially horizontally and for connecting a horizontal supply line 3 is used for wastewater from building G.
  • a spigot 31 of a sewage pipe 30 leads into this second connecting sleeve 24 of the T-piece 21.
  • a control rod 4 is held displaceably in holders 42.
  • the lower end of the control rod 4 is firmly anchored to the horizontal drainage pipe 1, here directly on the arch 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 preferably aligned so far above the uppermost bracket 42, so that the protrusion of the control rod 4 between this uppermost bracket 42 and the upper end 40 corresponds to the maximum extension of the long socket connection, consisting of the long socket 12 of the arch 11 and the long spigot end 22 of the T-piece 21 corresponds.
  • the horizontal drain pipe 1 is arranged so that the long socket connection, consisting of the long socket 12 of the bend 11 and the long spigot end 22 of the T-piece 21, is installed in the completely pushed together state in order to ensure a maximum amount of overlap for the following, as long as possible period of use .
  • the vertical supply line 2 is fixed to the base plate and / or to the foundation F with a stainless pipe clamp 26.
  • the pipe clamp 26 is preferably screwed directly to the T-piece 21 so that the entire vertical supply line 2 including the long spigot end 22 belongs to the system of the building with load dissipation via foundation piles P.
  • the horizontal drainage pipe 1, consisting of any straight pipe sections 10 and the bend 11, with the long socket 12 belonging to the long socket connection is only embedded in the unsound subsoil U n and is therefore subject to significant subsidence, as is known, for example, for peatland (organic substances) are.
  • the horizontal drainage pipe 1 then leads to the corresponding sewer system, which is exposed to the same or similar settlement behavior.
  • the horizontal drainage pipe 1 will settle significantly more than the building G with the floor slab / foundation F.
  • the horizontal drain pipe 1 with elbow 11 and long socket 12 will sag relative to the vertical feed line 2 with T-piece 21 and long spigot end 22, which is received in the long socket 12, and telescope the long socket connection.
  • such a selected settlement difference can be absorbed by the long sleeve without the sealed fluid connection from the vertical supply line 2 in the horizontal drainage pipe 1 dissolves and can lead to the disadvantages listed at the beginning, namely washing under the building, silting up of the drainage pipe or other impairments.
  • the control rod 4 is guided displaceably within the vertical supply line 2.
  • the brackets 42 are to be provided at regular intervals, for example once or twice per meter, depending on the installation depth of the horizontal drainage pipe 1.
  • the mountings 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 which receive the control rod 4 in the eyelet 42 in a displaceable manner.
  • the lower end of the control rod 4 is, however, firmly anchored in the arch 11 of the horizontal drainage pipe 1 by means of fastening 41. During settlement movements of the horizontal drainage pipe 1, the control rod 4 is thus pulled further downwards relative to the vertical supply 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 three-dimensional view.
  • Fig. 2 are identical or similar components according to the embodiment according to Fig. 1 with the same reference numerals designated.
  • Fig. 1 In contrast to Fig. 1 is in Fig. 2 a building with its base plate or foundation is not shown.
  • FIG. 2 As part of the horizontal drainage pipe 1, only the bend 11 is shown, here in the form of two 45 ° bends with its long socket 12 pointing upstream.
  • this long socket 12 which belongs to the horizontal drainage pipe 1, not shown here, is shown in accordance with, as in the exemplary embodiment Fig. 1 the long spigot end 22 of a T-piece 21 is inserted from the vertical supply line 2.
  • a rainwater downpipe or inspection pipe not shown here, is inserted into the first connecting sleeve 23 of the T-piece 21, shown here openly, which leads at least 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 sewer 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 supply line 2, but attached or guided on the outside, which prevents 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 arch 11 or the long sleeve 12 at the attachment 41. In the exemplary embodiment shown here, this is carried out with a lower pipe clamp 44.
  • the control rod 4 is designed as an inner tube in a protective tube 43.
  • the protective tube 43 is connected to the vertical supply line 2 via upper pipe clamps 45 (two pieces shown here), for example on the T-piece 21 at its first connection sleeve 23 and below the second connection sleeve 24 at the upper end of the long spigot end 22 attached.
  • the control rod 4 is accommodated in the protective tube 43 in a displaceable manner.
  • the control rod 4 is over the lower pipe clamp 44 shifted within the protective tube 43. Since the protective tube 43 extends to the surface of the earth and is preferably closed with a cap there, 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.

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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)

Claims (11)

  1. Dispositif de conduite d'évacuation destiné à être utilisé sur un bâtiment (G) qui présente une dalle de sol et/ou une fondation (F) dans le sous-sol environnant (U), avec une conduite d'évacuation (1) sensiblement horizontale qui peut être disposée dans le sous-sol profond (U) et une conduite d'alimentation (2) sensiblement verticale conduisant à la conduite d'évacuation horizontale (1), un raccord à manchon long étant prévu dans le trajet de conduite orienté verticalement entre la conduite d'alimentation verticale (2) et la conduite d'évacuation horizontale (1), la conduite d'alimentation verticale (2) pouvant être ancrée à la dalle de sol et/ou à la fondation (F) au moyen d'un collier de serrage (26), caractérisé en ce qu'une tige de contrôle (4) est maintenue mobile dans ou sur la conduite d'alimentation verticale (2) dans la direction longitudinale verticale, la tige de contrôle (4) étant fermement ancrée à la conduite d'évacuation horizontale (1).
  2. Dispositif de conduite d'évacuation selon la revendication 1, caractérisé en ce qu'une conduite d'alimentation horizontale (3) est disposée dans ou sous la dalle de sol et/ou la fondation (F), laquelle conduite d'alimentation (3) débouche dans la conduite d'alimentation verticale (2) par l'intermédiaire d'une pièce en T (21).
  3. Dispositif de conduite d'évacuation selon la revendication 2, caractérisé en ce que la pièce en T (21) forme, avec le tronçon orienté vers le bas, la partie intérieure du raccord à manchon long.
  4. Dispositif de conduite d'évacuation selon la revendication 3, caractérisé en ce que la pièce en T (21) est un raccord de tuyau avec deux manchons (23, 24) et un about mâle (22), l'about mâle (22) étant allongé et formant la partie intérieure du raccord à manchon long.
  5. Dispositif de conduite d'évacuation selon l'une des revendications précédentes, caractérisé en ce que la tige de contrôle (4) est maintenue mobile dans un tube de protection (43) fixé à la conduite d'alimentation verticale (2).
  6. Dispositif de conduite d'évacuation selon l'une des revendications 1 à 4, caractérisé en ce que la tige de contrôle (4) est maintenue mobile dans des supports (42) fixés dans la conduite d'alimentation verticale (2).
  7. Dispositif de conduite d'évacuation selon la revendication 6, caractérisé en ce que la tige de contrôle (4) s'étend avec son extrémité supérieure (40) jusqu'à la surface ou l'ouverture d'inspection, l'extrémité supérieure de la tige de contrôle (40), à l'état installé initial avec le raccord à manchon long entièrement introduit, dépassant de la fixation supérieure (42) de la dimension de chevauchement du manchon long (12).
  8. Dispositif de conduite d'évacuation selon la revendication 6 ou 7, caractérisé en ce que la conduite d'alimentation verticale (2) est constituée de plusieurs tronçons de conduite droits qui peuvent être reliés ensemble au moyen de manchons enfichables, la tige de contrôle (4) étant conçue pour pouvoir être prolongée en conséquence et au moins un support (42) pour tige de contrôle (4) étant disposé dans chaque tronçon dans la conduite d'alimentation verticale (2).
  9. Dispositif de conduite d'évacuation selon l'une des revendications précédentes, caractérisé en ce que le raccord à manchon long présente une dimension de chevauchement de 10 cm à 100 cm, en particulier de 20 cm à 50 cm.
  10. Dispositif de conduite d'évacuation selon l'une des revendications précédentes, caractérisé en ce que la conduite d'alimentation verticale (2) est une conduite d'évacuation des eaux de pluie ou une conduite d'inspection (25).
  11. Dispositif de conduite d'évacuation selon l'une des revendications précédentes, caractérisé en ce qu'un coude de 90° (11) ou deux coudes de 45° sont prévus comme jonction entre la conduite d'alimentation verticale (2) et la conduite d'évacuation horizontale (1), la partie de la jonction dirigée vers le haut formant la partie extérieure du raccord à manchon long, à savoir un manchon long (12).
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 EP3686366A1 (fr) 2020-07-29
EP3686366B1 true EP3686366B1 (fr) 2021-05-19

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Application Number Title Priority Date Filing Date
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

Family Cites Families (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
GB931266A (en) * 1961-01-27 1963-07-17 Philips Nv Improvements in or relating to underground piping
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
DE102005008020A1 (de) * 2005-02-23 2006-08-31 Metallwarenfabrik Marktoberdorf Gmbh & Co. Kg Standrohr zur Verbindung eines Regenfallrohres mit einem Kanalanschlussrohr
CN101749996B (zh) * 2010-01-12 2011-04-27 浙江大学 土体内部位移测量装置及其测量方法
JP5437138B2 (ja) * 2010-04-09 2014-03-12 積水ハウス株式会社 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
JP6845613B2 (ja) * 2016-03-23 2021-03-17 大和ハウス工業株式会社 竪樋

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

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EP3686366A1 (fr) 2020-07-29

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