EP1533428A2 - Oberflächenablaufeelement - Google Patents

Oberflächenablaufeelement Download PDF

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Publication number
EP1533428A2
EP1533428A2 EP04027538A EP04027538A EP1533428A2 EP 1533428 A2 EP1533428 A2 EP 1533428A2 EP 04027538 A EP04027538 A EP 04027538A EP 04027538 A EP04027538 A EP 04027538A EP 1533428 A2 EP1533428 A2 EP 1533428A2
Authority
EP
European Patent Office
Prior art keywords
liquid
holding part
drainage
liquid holding
drainage element
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
EP04027538A
Other languages
English (en)
French (fr)
Other versions
EP1533428A3 (de
EP1533428B1 (de
Inventor
Andrew Brian Linga Longa Shuttleworth
Alan Paul Newman
Tim Puehmeier
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.)
Permavoid Ltd
Original Assignee
Permavoid Ltd
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 Permavoid Ltd filed Critical Permavoid Ltd
Publication of EP1533428A2 publication Critical patent/EP1533428A2/de
Publication of EP1533428A3 publication Critical patent/EP1533428A3/de
Application granted granted Critical
Publication of EP1533428B1 publication Critical patent/EP1533428B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/046—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps adapted to be used with kerbs

Definitions

  • This invention relates to a drainage element and a drainage system comprising such drainage elements.
  • a drainage system which includes a number of channels to collect the water and direct the water to a disposal system, such as a mains drainage network.
  • the channels may, for example, comprise channels covered with grids to admit the water from the surface, the channels being inclined to direct water in the channels to a network of collection pipes leading to an outlet.
  • the pollutant trap In the particular example of paved areas to be used by motor vehicles, it is necessary to provide a pollutant trap to remove contamination from the water passed to the outlet. 30% of pollutants in river water are believed to be from run-off from such impermeable surfaces.
  • the pollutant trap is located at an "end of pipe" position in the drainage system to receive the collected water and to perform the pollutant trapping step just prior to discharge of the water from the outlet.
  • pollutant traps have a settling part, to enable suspended particles to settle, and also have a trap to prevent surface pollutants such as oil and petrol from reaching the outlet.
  • the pollutant trap physically traps and stores contaminants, it must be accessed to remove the trapped pollutants at appropriate intervals. It is also known to provide gully pots as part of a drainage system to trap debris before the water passes into the drainage system.
  • Pollutant traps are usually located underground, as there must be a drop in the drainage system to direct water to the pollutant trap. This leads to consequent difficulties with maintenance and cleaning of the trap.
  • the pollutant trap must be sufficiently large to cope with run-off from the extent of the paved area, with a corresponding difficulty and expense in providing and installing the pollutant trap.
  • Such traps may fail to perform their function adequately. For example in circumstances where there is a high flow rate of liquid, such as a result of a heavy rainfall. In high flow situations, it is necessary to slow the water in order for the settling part to operate.
  • the aim of the present invention is to reduce or overcome one or more of the above problems.
  • a drainage element comprising at least one liquid holding part provided with a liquid inlet and a liquid outlet, wherein, in use, the drainage element is placed substantially adjacent to at least one other drainage element, and liquid is constrained to enter the liquid holding part of the drainage element via the liquid inlet and is constrained to exit the liquid holding part of the drainage element via the liquid outlet, and liquid is prevented by the liquid holding part from flowing from the drainage element to the at least one other drainage element.
  • the drainage element may comprise a plurality of liquid holding parts each provided with a liquid inlet and a liquid outlet, and for each liquid holding part, liquid is prevented by the liquid holding part from flowing from the liquid holding part to any other liquid holding part.
  • Each liquid holding part may comprise an enclosure, which is open to liquid via the inlet and outlet only, and thereby prevents liquid from flowing from the liquid holding part to any other liquid holding part or to another drainage element.
  • Each liquid holding part may comprise a generally channel shaped element having a base part, a pair of opposed side walls and a pair of transverse walls extending between the side walls.
  • the or each liquid holding part is preferably substantially horizontal in use, to decrease flow of liquid along the liquid holding part.
  • the or each liquid holding part and the or each liquid inlet may comprise an elongate configuration to enable receipt of sheet flow of liquid.
  • the or each elongate liquid inlet of the or each elongate liquid holding part may comprise apertures disposed over a substantial part of the liquid holding part.
  • the drainage element may further comprise an upper part received on top of the or each liquid holding part, and the liquid inlet of the or each liquid holding part may be provided by the upper part.
  • the upper part may comprise a kerb part.
  • the upper part may comprise a grating.
  • the or each liquid outlet may comprise an inner mouth and means to maintain a liquid level above the inner mouth, the outlet being arranged to restrict the flow of liquid from the liquid holding part.
  • the means to maintain a liquid level above the inner mouth may comprise an outer mouth disposed above the inner mouth and a passage extending between the inner mouth and the outer mouth.
  • the or each liquid outlet may comprise a baffle-and-weir configuration such that sediments are retained in the or each liquid holding part and floating contaminants are retained in the or each liquid holding part by the baffle.
  • the outlet acts as a baffle-and-weir arrangement whereby there is little or no liquid flow in the liquid holding part, so that suspended contaminants can settle, whilst the location of the inner mouth below the outer mouth means that, providing the water level does not fall below the top of the inner mouth, floating pollutants are retained within the liquid holding part and cannot pass to the outer mouth.
  • the drainage element may comprise a liquid-resistant material.
  • the drainage element may alternatively comprise a liquid-resistant lining.
  • the liquid outlet may be provided integrally with the liquid holding part.
  • the liquid outlet may be providing separately from the liquid holding part.
  • the liquid outlet may be provided as part of the lining.
  • the drainage element may comprise a bouyant mat located within the liquid holding part.
  • a drainage system comprising a plurality of drainage elements arranged substantially adjacent to one another, wherein each drainage element comprises at least one liquid holding part provided with a liquid inlet and a liquid outlet, and liquid is constrained to enter the liquid holding part of each drainage element via the liquid inlet and is constrained to exit the liquid holding part of each drainage element via the liquid outlet, and liquid is prevented by the liquid holding part from flowing from each drainage element to any other drainage element.
  • the drainage elements may be arranged in an end-to-end configuration, to form a line.
  • the drainage elements may be arranged substantially horizontally, to decrease flow of liquid along the or each liquid holding part of each drainage element.
  • the or each liquid holding part and the or each liquid inlet of each drainage element may comprise an elongate configuration to enable receipt of sheet flow of liquid.
  • the arrangement of the line of drainage elements may enable receipt of sheet flow of liquid in a direction substantially transverse to the line of drainage elements.
  • the or each elongate liquid inlet of the or each elongate liquid holding part may comprise apertures disposed over a substantial part of the liquid holding part.
  • Each drainage element may comprise an upper part received on top of the or each liquid holding part thereof, the liquid inlet of the or each liquid holding part being provided by the upper part.
  • each drainage element may be disposed substantially at ground level.
  • the upper part of at least one of the drainage elements may comprise a kerb part.
  • the upper part of at least one of the drainage elements may comprise a grating.
  • each drainage element may be disposed below ground level.
  • At least one of the drainage elements may comprise a plurality of liquid holding parts each provided with a liquid inlet and a liquid outlet, and for each liquid holding part, liquid is prevented by the liquid holding part from flowing from the liquid holding part to any other liquid holding part.
  • Each liquid holding part may comprise an enclosure, which is open to liquid via the inlet and outlet only, and thereby prevents liquid from flowing from the liquid holding part to any other liquid holding part or to another drainage element.
  • Each liquid holding part may comprise a generally channel shaped element having a base part, a pair of opposed side walls and a pair of transverse walls extending between the side walls.
  • the or each liquid outlet may comprise an inner mouth and means to maintain a liquid level above the inner mouth, the outlet being arranged to restrict the flow of liquid from the liquid holding part.
  • the means to maintain a liquid level above the inner mouth may comprise an outer mouth disposed above the inner mouth and a passage extending between the inner mouth and the outer mouth.
  • the or each liquid outlet may comprise a baffle-and-weir configuration such that sediments are retained in the or each liquid holding part and floating contaminants are retained in the or each liquid holding part by the baffle.
  • the drainage system may comprise a receiving means to receive liquid from the liquid outlet of at least one of the drainage elements.
  • the drainage system may comprise an impermeable surface, the impermeable surface being inclined to direct liquid towards the drainage element.
  • the drainage element 10 comprises two liquid holding parts 11, each having a liquid inlet and a liquid outlet generally indicated at 12.
  • the drainage element 10 is generally elongate and channel shaped, such that each liquid holding pert has a base part 13, a pair of opposed side walls 14, 15, and as best seen in Figure 1 two transverse walls 16 extending between the side walls 14, 15, the middle transverse wall 16 being shared by the liquid holding parts 11.
  • the upper parts of the drainage element 10 are provided with formations 23 to receive an upper part over the base part 13.
  • the formation 23 comprises a return in the upper part of the side walls 14, 15 and the end transverse walls 16.
  • the upper part comprises a grid, generally shown at 24, which engages the formations 23.
  • the grid 24 in connection manner has a series of slots 25 to provide the liquid inlet for each liquid holding part 11, which permits water to run into the drainage element 10 and also to support pedestrians or vehicles which pass over the drainage element 10.
  • the drainage element 10 is disposed such that the upper ends of the side walls 14, 15 are generally at ground level, indicated at 26, and the ground level is graded appropriately to direct run off water or other liquid into the drainage element 10.
  • an upper part comprising a kerb 27 is shown, which is provided at its lower end with formations 28 to engage the formations 23.
  • the upper parts is shaped like a kerb stone with un-inclined side face 29 and a top surface 30.
  • a paved surface such as a road way is shown at 31 and a paved surface such as a footpath is shown having a different level at 32.
  • the upper part 27 has at least one and preferably a plurality of openings 22 to provide the liquid inlet for each liquid holding part 11, which admit liquid into the drainage element 10. It will be apparent that an upper part may be provided with any appropriate configuration as desired.
  • the liquid outlet 12 of each liquid holding part comprises an inner mouth 17 opening on an inner face 15a of the side wall 15, and means to maintain the level of liquid in each liquid holding part 11 above the inner mouth 17.
  • the means to maintain the level of liquid in each liquid holding part 11 comprises an outer mouth 18 opening on an outer face 15b of the side wall 15 and a passage 19 extending between the inner mouth 17 and the outer mouth 18.
  • the outer mouth 18 is disposed above the inner mouth 17 such that, in the present example, the passage 19 extends generally vertically within the side wall 15 to connect the inner mouth 17 and outer mouth 18.
  • the inner mouth 17 is disposed towards the bottom of the side wall 15, but is spaced from the level of the base part 13.
  • the liquid outlets 12 may be described as a weir and baffle arrangement, in that the limb 20 alongside the passage 19 and below the mouth 18 forms a weir over which liquid can flow when it reaches a sufficient level, whilst the limb 21 forming part of the side wall 15 extending vertically from the inner mouth 17 and alongside the passage 19 forms a baffle so that any liquid flow over the weir 20, that is out of the outer mouth 18, must pass through the inner mouth 17.
  • the liquid outlets 12 are arranged to reduce the flow of liquid from each liquid holding part 11 and minimise the flow velocity of liquid within each liquid holding part 11.
  • the liquid holding part has a capacity of 15 litres per linear meter and the passage 19 has an open surface area of 1400 mm 2 .
  • the maximum outflow of liquid from the liquid holding part is thus restricted to approximately 1.6 l/s (irrespective of the rate of flow of liquid into the liquid holding part), thus providing a buffer in circumstances of heavy or sudden rainfall, for example. It will be apparent that the maximum rate of flow from each liquid holding part 11 may be varied by changing the dimensions and/or number of outlets 12.
  • the rate of outflow may be selected, for example, to take into account the maximum inflow which the element 10 is expected to receive, for example during a storm and the corresponding rate at which storm water should be released taking into account the storage capacity of the element 10 whilst limiting the outflow rate to avoid entrainment of contaminants.
  • each liquid outlet 12 is located in one of the elongate opposed side walls 15. Liquid will thus flow out of the liquid holding part 11 without having to travel a large distance within the liquid holding part 11 and thus limiting any acceleration in the rate of movement of liquid within each liquid holding part 11.
  • the drainage element 10 may be made out of any appropriate material as desired.
  • the drainage element 10 may be made out of a suitable robust, impermeable material such as a plastic material.
  • the drainage element may be made of some suitable permeable material such as casting concrete, and provided with a impermeable lining.
  • Each liquid outlet may be provided integrally as part of the drainage element 10, for example moulded as part of a plastics manufacturing process, or may be provided separately.
  • a suitable aperture is left in a side wall of the liquid holding part 11 and a liner having a formation to provide the outlet is located within the liquid holding part aperture.
  • a drainage element 10 may be provided in situ, for example by forming a liquid holding part 11 from concrete on site and then inserting a liner.
  • the drainage element 10 In use, for example when used as part of a drainage system, the drainage element 10 is laid such that it is generally level and arranged to receive liquid from an appropriate surface 26, such as rainwater run-off. Water with contaminants is received in the liquid holding part 11. As the drainage element 10 is laid in a generally horizontal orientation and as each liquid holding part 11 is separate and each drainage element 10 is separate from other drainage elements, the water held in each liquid holding part 11 does not substantially flow. Each liquid holding part 11 acts as a settling tank such that particulate contaminants, here generally shown at 21, settle on the base part 13 of the liquid holding part 11, but below the level of the inner mouth 17 to avoid the inner mouth 17 being blocked.
  • Floating contaminants such as oil here generally shown at 22, float on the surface of the water in each liquid holding part 11, but due to the arrangement of the each liquid outlet 12, in particular the baffle 21, will not be able to pass through the passage 12 and over the weir 20. It will be apparent however, that when water in each liquid holding part 11 rises above a certain level, the level of water in the passage 12 will also rise and will rise sufficiently such that liquid passes out of the outer mouth 18. The water flowing out of the outer mouth 18 will have had particulate contamination and oil removed from it and thus may be disposed of as desired without necessarily requiring further treatment. Each liquid outlet is thus oil-protected. The water may thus be disposed of as desired, for example into a pipe or conduit leading to a main drain, or may be directed to a soak away, or may be directed to an appropriate sub-base system such as that disclosed in International Patent Application No. WO 02/14608.
  • a bouyant element may be provided within each liquid holding part 11 to absorb and/or assist in breaking down contaminants.
  • the buoyant element in the present example comprises a mat of fibrous material, for example a random mat, a woven material or a pile type fabric.
  • the fabric may be an appropriate geotextile of generally conventional type.
  • the fabric may have an affinity to oil, such that oil is absorbed by or at least held within the buoyant element.
  • the buoyant element also advantageously may be suitable to provide a surface on which a biofilm may form.
  • a biofilm consists of microbial cells, in particular bacteria, and an extracellular biopolymer produced by the cells. The biofilm provides a favourable environment for the cells which form the biofilm.
  • FIG. 4 is a diagrammatic illustration of a drainage system comprising a plurality of such drainage elements 10.
  • a paved surface having a generally impermeable surface is shown at 40, for example in this case a car park.
  • the impermeable surface 40 is inclined with a suitable slope generally indicated by arrows A such that run-off liquid, such as water, flows towards a row of drainage elements 10, in this example each provided with a grid 24.
  • run-off liquid such as water
  • the elongate configuration of each drainage element 10 allows the drainage element to receive sheet flow of water without requiring that the water be funnelled with a consequent increase in flow velocity.
  • a receiving means is shown at 41, in this case a conduit or pipe to receive water and direct it to an outlet as shown by arrow B.
  • the receiving means may alternatively be a simple soak away system, or a sub-base holding system or any other receiving means as desired.
  • the run off from the impermeable surface 40, including oil and particulate contamination, is received in the drainage elements 10 where the oil and particulate contamination is held within each drainage element 10 and water passed out through the receiving means 41.
  • it is simply necessary to remove the accumulated particulate contamination and oil at intervals. Further, since each drainage element 10 is accessible from the surface, such maintenance, cleaning and inspection is very much simpler.
  • Each drainage element 10 may be of an appropriate size as desired, but it might envisage that each drainage element is elongate, on the order of a meter long, or two meters long, and any number may be provided and required.
  • each drainage element 10 can be controlled by varying the size and number of the liquid outlets 12, thus providing a passive flow control system to, for example, limit the maximum flow of water which is passed to the mains drainage and thus buffering the effects of, for example, heavy rainfall. Ease of maintenance and inspection have been referred to above and the reduced amount of excavation needed to provide a drainage system on a site is reduced by removing the need to install an underground structure.
  • each drainage element 10 provides an at-source control of pollutants in that liquid is received first in each liquid holding part 11 and is treated close to the surface by the first element of the drainage system.
  • the drainage system may comprise a treatment train of which each drainage element is the first stage. Outflow liquid could then be passed to other elements for further treatment such as a sand filter or a holding structure such as that described in our co-pending application no. GB 0305944.1.
  • FIGs 5 and 6 show a second embodiment of a drainage element 42.
  • the drainage element comprises a liquid holding part 43, having a liquid inlet and a liquid outlet generally indicated at 44.
  • the drainage element 42 is generally elongate and channel shaped, and the liquid holding part has a base part 46, a pair of opposed side walls 48, and two transverse walls 50 extending between the side walls 48 (only one of which is shown in Figure 5).
  • the upper part of the drainage element 42 are not shown , for the sake of clarity, but as before, may comprise a grid or a kerb.
  • the upper part preferably provides a series of slots to provide the liquid inlet for the liquid holding part 43, which permits liquid to run into the drainage element 42. It will be apparent that an upper part may be provided with any appropriate configuration as desired.
  • the transverse wall 50 comprises two parts 52 defining an aperture 54 therebetween. Each part 52 is provided at an inner end thereof, on either side of the aperture 54 ,with a wall 56 which extends substantially perpendicular to and rearwardly of the part 52. Each wall 56 extends from the base portion 46 of the drainage element to approximately three quarters of the height of the parts 52, i.e. an aperture 58 is provided above each wall 56, as shown.
  • the walls 56 abut a baffle 60, at an angle of substantially 90 degrees.
  • the baffle 60 is fixed to the base portion 46 of the drainage element, in an arrangement which is substantially parallel to the parts 52 of the transverse wall 50.
  • the baffle 60 is provided with two apertures 62, at a base portion thereof.
  • the two apertures 62 comprise an inner mouth, and each opens into a passageway defined by the baffle 60, a wall 56, a part 52 of the transverse wall 50, and a side wall 48, as shown.
  • Each passageway terminates in one of the apertures 58 which comprise an outer mouth.
  • the apertures 58 of the outer mouth are disposed above the apertures 62 of the inner mouth.
  • the liquid outlet 44 may be described as a weir and baffle arrangement, in that the walls 56 form a weir over which liquid can flow when it reaches a sufficient level, whilst the baffle 58 acts as a baffle so that any liquid flow over the weir, that is out of the outer mouth, must pass through the inner mouth.
  • the liquid outlet 44 is arranged to reduce the flow of liquid from the liquid holding part 43 and minimise the flow velocity of liquid within the liquid holding part.
  • the drainage element 42 is used as part of a drainage system. This comprises a plurality of drainage elements 42, arranged in an end-to-end-configuration to form a line. Adjacent drainage elements are preferably tied together using ties 64 which mesh in tie slots 66 provided in each element. Each drainage element 42 is laid such that it is generally level and arranged to receive liquid from an appropriate surface, such as rainwater run-off. Water with contaminants, in a sheet flow, passes through the liquid inlet of each drainage element 42, and is received in the liquid holding part 43 of the drainage element.
  • each drainage element 42 As each drainage element 42 is laid in a generally horizontal orientation and as each liquid holding part 43 forms an enclosure accessed by the liquid inlet and liquid outlet only, each drainage element 10 therefore being separate from other drainage elements, the water held in the liquid holding part 43 of each drainage element does not substantially flow.
  • Each liquid holding part 43 acts as a settling tank such that particulate contaminants, settle on the base part of the liquid holding part. Floating contaminants such as oil, float on the surface of the water in each liquid holding part 43, but due to the arrangement of the each liquid outlet 44, in particular the baffle 60, will not be able to pass through the passageways, over the weir and out of the outer mouth.
  • each drainage element 42 rises above a certain level, the level of water in the passageways will also rise and will rise sufficiently such that water passes out of the outer mouth.
  • the water flowing out of the outer mouth will have had particulate contamination and oil removed from it and thus may be disposed of as desired without necessarily requiring further treatment.
  • Each liquid outlet is thus oil-protected.
  • the water may thus be disposed of as desired, for example into a pipe or conduit leading to a main drain, or may be directed to a soak away, or may be directed to an appropriate sub-base system such as that disclosed in International Patent Application No. WO 02/14608.
  • the water may flow along a conduit formed between two adjacent drainage elements, provided by semi circular recesses 68 in each drainage element.

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • External Artificial Organs (AREA)
  • Centrifugal Separators (AREA)
  • Sewage (AREA)
  • Materials For Medical Uses (AREA)
  • Detail Structures Of Washing Machines And Dryers (AREA)
EP04027538A 2003-11-19 2004-11-19 Oberflächenablaufeelement Active EP1533428B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB0326929 2003-11-19
GBGB0326929.7A GB0326929D0 (en) 2003-11-19 2003-11-19 Drainage element

Publications (3)

Publication Number Publication Date
EP1533428A2 true EP1533428A2 (de) 2005-05-25
EP1533428A3 EP1533428A3 (de) 2006-02-08
EP1533428B1 EP1533428B1 (de) 2010-07-14

Family

ID=29764075

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04027538A Active EP1533428B1 (de) 2003-11-19 2004-11-19 Oberflächenablaufeelement

Country Status (4)

Country Link
EP (1) EP1533428B1 (de)
AT (1) ATE474097T1 (de)
DE (1) DE602004028091D1 (de)
GB (2) GB0326929D0 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1947243A1 (de) * 2007-01-18 2008-07-23 Robert Verbruggen Belag und Stein für solch einen Belag
CN113622243A (zh) * 2020-05-08 2021-11-09 侯磊 排水砖

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002014608A1 (en) 2000-08-17 2002-02-21 Site Electrical (Ph) Limited A structural module

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1664853A (en) * 1927-03-02 1928-04-03 Hugh Gordon Miller Sewer catch basin
DE8508173U1 (de) * 1985-03-15 1985-09-12 Menzel, Gabriele, 7000 Stuttgart Bauelement für ein Belüftungs- und Bewässerungssystem für Bäume
JPH05106267A (ja) * 1991-10-17 1993-04-27 Shiyouseki Kako Kk 雨水等の一時貯水槽
JP3158113B2 (ja) * 1999-05-18 2001-04-23 ランデス株式会社 片土圧型コンクリート側溝

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002014608A1 (en) 2000-08-17 2002-02-21 Site Electrical (Ph) Limited A structural module

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1947243A1 (de) * 2007-01-18 2008-07-23 Robert Verbruggen Belag und Stein für solch einen Belag
BE1017437A3 (nl) * 2007-01-18 2008-09-02 Verbruggen Robert Steen.
CN113622243A (zh) * 2020-05-08 2021-11-09 侯磊 排水砖

Also Published As

Publication number Publication date
DE602004028091D1 (de) 2010-08-26
GB0326929D0 (en) 2003-12-24
EP1533428A3 (de) 2006-02-08
GB2409872B (en) 2008-04-23
GB0425457D0 (en) 2004-12-22
GB2409872A (en) 2005-07-13
EP1533428B1 (de) 2010-07-14
ATE474097T1 (de) 2010-07-15

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