EP2107174A2 - Puits et fond de puits - Google Patents

Puits et fond de puits Download PDF

Info

Publication number
EP2107174A2
EP2107174A2 EP09156387A EP09156387A EP2107174A2 EP 2107174 A2 EP2107174 A2 EP 2107174A2 EP 09156387 A EP09156387 A EP 09156387A EP 09156387 A EP09156387 A EP 09156387A EP 2107174 A2 EP2107174 A2 EP 2107174A2
Authority
EP
European Patent Office
Prior art keywords
well
flow channel
outlet connection
ground
resting
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.)
Withdrawn
Application number
EP09156387A
Other languages
German (de)
English (en)
Other versions
EP2107174A3 (fr
Inventor
Esko HIPPELÄINEN
Rauno Juuti
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.)
Uponor Infra Oy
Original Assignee
Uponor Innovation AB
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 Uponor Innovation AB filed Critical Uponor Innovation AB
Publication of EP2107174A2 publication Critical patent/EP2107174A2/fr
Publication of EP2107174A3 publication Critical patent/EP2107174A3/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • 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
    • 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
    • E03F5/024—Manhole shafts or other inspection chambers; Snow-filling openings; accessories made of plastic material
    • 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
    • E03F5/027—The bottom made of prefabricated segments

Definitions

  • the invention relates to a well which includes a well bottom and a wall and at least one outlet connection and in the bottom of which well there is provided at least one flow channel at least for the outlet connection.
  • the invention also relates to a well bottom which is provided with at least one flow channel at least for the outlet connection.
  • Wells in particular sewage wells, shall comprise, at the bottom thereof, a flow-guiding channel, by which incoming flow into a sewer is guided to an outlet connection from the well. Thanks to the flow channel impurities flowing in pipes do not block the well.
  • the flow channel may be provided, for instance, by die-casting the well bottom such that it comprises flow channels from an i nlet connection or inlet connections to the outlet connection. If there are several inlet connections, the flow channels meet in the middle of the well bottom.
  • a solution of this kind was disclosed, for instance, in WO 01/96777 . It is relatively expensive to produce the well bottom by die-casting.
  • the locations of the outlet connection and the inlet connections are to be determined precisely in advance, and, in practice, changes are not possible to make on the construction site.
  • Publication FI 76159 discloses a solution, in which there is provided a thick well bottom, the centre of which is formed thinner such that the bottom is like a bowl.
  • the thick bottom is drilled with a special drill to provide a hole and a groove extending to the centre of the bowl-like bottom. In that case the flow channels drilled from different directions meet in the middle of the bottom.
  • This solution is very cumbersome and expensive to implement. In particular, it is cumbersome and difficult to make connections to the well on the installation site, because a special drill has to be used for making them.
  • Publications NL 1000840 and GB 1443052 disclose a well, the bottom of which is like a cup, and in the mid-section of the cuplike bottom there is arranged a flow guide protrusion such that the cuplike bottom and the flow guide protrusion together form a circular flow channel, whereby the flow is guided to circulate along the edges of the bottom.
  • Publication WO 2004/007857 also discloses a solution of this kind.
  • publication WO 2004/007857 discloses that the flow guide protrusion comprises a flow guide bulge that is arranged to guide the flow towards the inlet connection.
  • the object of the invention is to provide a novel well and a novel well bottom.
  • the well of the invention is characterized in that the flow-forming part of the well bottom consists of a plate that is formed sloping towards the centre of the well bottom in other parts except for the flow channel.
  • the well bottom of the invention is characterized in that the flow-forming part of the well bottom consists of a plate that is formed sloping towards the centre of the well bottom in other parts except for the flow channel.
  • the well bottom consists of a plate that is provided with at least one flow channel at least for the outlet connection. In other parts, except for the flow channel, the plate is formed sloping towards the centre of the well bottom.
  • inlet connections holes are drilled in a well wall, when necessary, slightly higher up than where the hole for the outlet connection is.
  • the well bottom is funnel-like and from the centre of the funnel-like bottom starts a flow channel to the outlet connection, whereby the locations of the inlet connection may be selected almost freely.
  • the funnel-like bottom structure guides the flow smoothly to the outlet connection regardless of the location of the inlet connection.
  • the well need not be customized in advance, and the directions of the inlet and outlet connections need not be known until on the installation site, whereby the customization of the well for each particular purpose is simple and easy.
  • the structure of the well is also simple and therefore easy and cost-effective to manufacture.
  • the bottom consists of said sloping part and of a substantially horizontal part resting on the ground, which part resting on the ground is mainly even.
  • the sloping part and the part resting on the ground form together the sturdy structure of the well bottom. Further, as the lower face of the part resting on the ground is mainly even, substantially no voids will be formed under the well, which might cause in the ground changes or stresses that would affect the well, but the lower part of the well may be placed throughout steadily and closely against the ground.
  • the basic idea of a second embodiment is that in the vicinity of the outlet connection the sloping plate is steeper close to the edge of the well than close to the centre of the well bottom, and in other parts than in the vicinity of the outlet connection the slope angle of the sloping plate remains substantially constant. In that case the flow may be guided and turned smoothly and effectively towards the outlet connection and this ensures the smooth flow in the well.
  • Figure 1 shows a well bottom 1.
  • the well bottom 1 consists of a plate 2.
  • the plate 2 is designed such that the well bottom 1 comprises a flow channel 3a towards an outlet connection.
  • the plate 2 is further designed such that the well bottom 1 is funnel-like, i.e. in other parts except for the flow channel 3a the plate 2 is formed to slope towards the centre of the bottom 1.
  • the flow channel 3a is slightly inclined towards the outlet connection.
  • the bottom 1 of the well is illustrated from above.
  • the plate 2 is designed such that, in addition to the flow channel 3a arranged towards the outlet connection, the well bottom 1 comprises a second flow channel 3b, which is arranged from the inlet connection towards the centre of the bottom 1. Except for the second flow channel 3b, the well bottom of Figure 3 is similar to the well bottom of Figures 1 and 2 .
  • the second flow channel 3b is slightly inclined towards the centre of the well bottom 1.
  • the inlet connections shall be arranged clearly, i.e. typically a few centimetres, higher up than the outlet connection.
  • one of the inlet connections need not be placed substantially higher up than the outlet connection. So, if the well is arranged in an even ground, it is not desirable for the sewer line to substantially lose in height in the well, i.e. to arrange the outlet connection substantially lower than the inlet connection, and therefore the solution of Figure 3 is well applicable in cases like this.
  • the solution of Figure 3 may be the bottom of an inspection well, which only receives one inlet connection.
  • the inlet connection and the outlet connection are arranged on the opposite sides of the well, whereby the first flow channel 3a and the second flow channel 3b are arranged in alignment, and consequently, in practice, one continuous flow channel runs through the bottom of the well. Hence the flow from the inlet channel is able to flow smoothly to the outlet connection.
  • Figure 4 shows the lower part of the well 3.
  • the well 3 may be a sewage well, in which the disclosed solutions are particularly useful, because smoothness of flowing is of utmost importance in the sewage wells.
  • the disclosed solutions may also be used, for instance, in connection with drain wells or some other wells.
  • Wells are used, for instance, when several inlet connections are to be joined to one outlet connection, i.e. for instance several inlet sewers to one outlet sewer. Further, wells are used for changing the direction of underground pipework. Wells are also used as inspection wells in direct pipelines. When the well is used as a drain well, it does not necessarily involve a single inlet connection. In that case water runs into the drain well through its cover or set of covers.
  • the well bottom 1 is attached to the well wall 4. Attachment of the bottom 1 to the wall 4 may take place, for instance, by gluing or welding or by using some other suitable attachment method. Further, it is possible to provide the bottom and the wall of the well to be an integral structure, for instance, by means of die casting or rotational casting or by using some other solution producing an integral structure. Further, Figure 4 shows an outlet connection 5, into which the flow from the flow channel 3a is directed.
  • the bottom 1 also consists of a substantially horizontal part 6 resting on the ground, in addition to the sloping plate 2 that provides flow.
  • the lower face of the part 6 resting on the ground is mainly even, whereby it fits closely against the ground below.
  • the part 6 resting on the ground and the plate 2 are interconnected by means of side walls and connection walls 7. It is also possible to use ribs or support poles or other corresponding structures for connecting the part 6 resting on the ground and the plate 2.
  • the connection walls 7 are formed such that an aperture 8 is provided in the middle thereof. In that case the bottom 1 is easy to manufacture, for instance, by rotational casting or blow moulding.
  • the proportion of the apertures 8 of the total surface area of the part resting on the ground is so small, however, that the surface is mainly even.
  • the proportion of the apertures 8 of the total surface area of the part resting on the ground is less than 40%, particularly advantageously less than 20%.
  • the bottom 1 such that the plate 2 is formed to be a separate piece and the part 6 resting on the ground is a separate piece, and these pieces are interconnected, for instance, by welding or gluing. In that case it is also possible to use injection moulding technique and nevertheless result in an even lower face of the part 6 resting on the ground.
  • the plate 2 is formed in the vicinity of the channel 3a leading to the outlet connection 5 to be more sharply sloping close to the edge of the well 3 than close to the centre of the bottom 1. In other parts than in the vicinity of the outlet connection 5 the slope angle of the sloping plate 2 remains substantially constant.
  • the bottom 1 comprises only a flow channel 3a leading towards the outlet connection.
  • the sloping plate is also formed to be steeper close to the edge of the well than close to the centre of the well bottom 1.
  • the slope angle of the sloping plate 2 is substantially constant in all other parts except for in the vicinity of the channel 3a.
  • the inlet connections are arranged on the opposite side of the well with respect to the outlet connection, i.e. in the area of 180 degrees which is furthest away from the outlet connection and where, for instance in the case of Figure 8 , the slope angle of the sloping plate 2 remains constant.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Measuring Volume Flow (AREA)
  • Sewage (AREA)
EP09156387A 2008-04-01 2009-03-27 Puits et fond de puits Withdrawn EP2107174A3 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI20085267A FI20085267L (fi) 2008-04-01 2008-04-01 Kaivo ja kaivon pohja

Publications (2)

Publication Number Publication Date
EP2107174A2 true EP2107174A2 (fr) 2009-10-07
EP2107174A3 EP2107174A3 (fr) 2012-02-22

Family

ID=39385895

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09156387A Withdrawn EP2107174A3 (fr) 2008-04-01 2009-03-27 Puits et fond de puits

Country Status (2)

Country Link
EP (1) EP2107174A3 (fr)
FI (1) FI20085267L (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009037042A1 (de) * 2009-08-13 2011-02-17 Hegler Plastik Gmbh Schacht, insbesondere Kontroll- und Spül-Schacht für Abwasser mit einem Fließ-Gerinne und Platte für ein Fließ-Gerinne
CN103882934A (zh) * 2014-03-04 2014-06-25 上海优井环保科技有限公司 螺旋钢带检查井的井座
CN105839765A (zh) * 2016-05-17 2016-08-10 昆山市东部自来水管道安装有限公司 一种污水连体井

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1443052A (en) 1973-01-04 1976-07-21 Hepworth Iron Co Ltd Inspection chambers
FI76159B (fi) 1985-06-05 1988-05-31 Uponor Nv Brunn helt av plast.
US5413307A (en) * 1993-11-22 1995-05-09 The Concrete Company Precast manhole invert forming
NL1000840C2 (nl) 1995-07-19 1997-01-21 Waco Liesbosch Beton B V Verzamelput voor een rioolstelsel.
WO2001096777A1 (fr) 2000-06-12 2001-12-20 Uponor Innovation Ab Puits
WO2004007857A1 (fr) 2002-07-12 2004-01-22 Uponor Innovation Ab Puisard

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL145308B (nl) * 1965-01-29 1975-03-17 W J Van De Kerke En Zoon Nv Inspectieput voor een rioleringsinstallatie.
DE4236193A1 (de) * 1992-10-27 1994-04-28 Willi Goebel Abwasserschacht
NL1029091C2 (nl) * 2005-05-23 2006-11-30 Dyka B V Inspectieput.

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1443052A (en) 1973-01-04 1976-07-21 Hepworth Iron Co Ltd Inspection chambers
FI76159B (fi) 1985-06-05 1988-05-31 Uponor Nv Brunn helt av plast.
US5413307A (en) * 1993-11-22 1995-05-09 The Concrete Company Precast manhole invert forming
NL1000840C2 (nl) 1995-07-19 1997-01-21 Waco Liesbosch Beton B V Verzamelput voor een rioolstelsel.
WO2001096777A1 (fr) 2000-06-12 2001-12-20 Uponor Innovation Ab Puits
WO2004007857A1 (fr) 2002-07-12 2004-01-22 Uponor Innovation Ab Puisard

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009037042A1 (de) * 2009-08-13 2011-02-17 Hegler Plastik Gmbh Schacht, insbesondere Kontroll- und Spül-Schacht für Abwasser mit einem Fließ-Gerinne und Platte für ein Fließ-Gerinne
CN103882934A (zh) * 2014-03-04 2014-06-25 上海优井环保科技有限公司 螺旋钢带检查井的井座
CN103882934B (zh) * 2014-03-04 2016-05-04 上海道程环保科技有限公司 螺旋钢带检查井的井座
CN105839765A (zh) * 2016-05-17 2016-08-10 昆山市东部自来水管道安装有限公司 一种污水连体井

Also Published As

Publication number Publication date
FI20085267L (fi) 2009-10-02
EP2107174A3 (fr) 2012-02-22
FI20085267A0 (fi) 2008-04-01

Similar Documents

Publication Publication Date Title
JP2019143381A (ja) 雨水排水システム
EP2107174A2 (fr) Puits et fond de puits
JP2008248614A (ja) 浴室用排水構造
JP2015105486A (ja) 排水桝
JP2013002144A (ja) 雨樋システム
JP3215231U (ja) 治水システム
JP4927508B2 (ja) サイフォン排水システム
JP5669974B1 (ja) 排水ます
JP2016176330A (ja) 雨樋システム
JP2016003548A (ja) 排水構造および集水桝
EP2884016B1 (fr) Drain à siphon
JP4673127B2 (ja) 床下配管構造
JP5457889B2 (ja) 雨水排出システムおよび雨水排出システムの施工方法
KR101371151B1 (ko) 밸브실
CN209211200U (zh) 一种侧壁渗水的道路路面排水边沟
EP1540098B1 (fr) Puisard
JP5324853B2 (ja) サイフォン排水システム
JP4317514B2 (ja) 中継用ドレインにおける雨水飛散防止装置
KR101967854B1 (ko) 배수트렌치 구조
KR200405377Y1 (ko) 맨홀
JP2007014209A (ja) 暗渠排水装置
EP1992747A3 (fr) Creux de déversement avec canal réglable
KR102148162B1 (ko) 빗물 역류와 악취 방지 기능을 갖는 맨홀 커버의 제조방법
KR20090028930A (ko) 가변 인버터 타입의 맨홀용 형틀 및 이를 이용한 맨홀
AU2001100525A4 (en) Manhole base section

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

RIC1 Information provided on ipc code assigned before grant

Ipc: E03F 5/02 20060101AFI20120113BHEP

17P Request for examination filed

Effective date: 20120326

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20121127

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UPONOR INNOVATION AB

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: UPONOR INFRA OY

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Effective date: 20160209