EP4189164A1 - Système d'assemblage de route ainsi que route et procédé de capture d'une contamination produite par la circulation, utilisation d'un système de filtres pour éliminer la contamination de circulation contenue dans l'eau, et structure de support en plastique pour supporter une route et ayant un filtre - Google Patents

Système d'assemblage de route ainsi que route et procédé de capture d'une contamination produite par la circulation, utilisation d'un système de filtres pour éliminer la contamination de circulation contenue dans l'eau, et structure de support en plastique pour supporter une route et ayant un filtre

Info

Publication number
EP4189164A1
EP4189164A1 EP21751661.6A EP21751661A EP4189164A1 EP 4189164 A1 EP4189164 A1 EP 4189164A1 EP 21751661 A EP21751661 A EP 21751661A EP 4189164 A1 EP4189164 A1 EP 4189164A1
Authority
EP
European Patent Office
Prior art keywords
road
rainwater
filter
treatment volume
deck
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.)
Pending
Application number
EP21751661.6A
Other languages
German (de)
English (en)
Inventor
Harm Jantius Marcel Jager
Antonie Twan BOSHOVE
Thomas Bastiaan LANSINK
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.)
Pr Licensing BV
Original Assignee
Pr Licensing BV
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
Priority claimed from NL2026175A external-priority patent/NL2026175B1/en
Application filed by Pr Licensing BV filed Critical Pr Licensing BV
Publication of EP4189164A1 publication Critical patent/EP4189164A1/fr
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/006Foundations for pavings made of prefabricated single units
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/22Pavings made of prefabricated single units made of units composed of a mixture of materials covered by two or more of groups E01C5/008, E01C5/02 - E01C5/20 except embedded reinforcing materials
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E03F1/005Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00Paving elements
    • E01C2201/20Drainage details
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00Paving elements
    • E01C2201/20Drainage details
    • E01C2201/202Horizontal drainage channels
    • E01C2201/205Horizontal drainage channels channels on the top

Definitions

  • the disclosure relates to a system for assembling a road.
  • the establishment of a road by assembling the road out of parts, wherein modules are available for lining-up and connecting to make the road, has the advantage that the footprint needed for putting down the road is relatively small. Also, the speed by which such a road can be laid is very advantageous.
  • WO 20207022888 A1 describes a system and a method for building such a road. The disclosure further relates to a road.
  • Rainwater that falls onto the road is preferably collected, and somehow guided into a predetermined direction, which may be the direction of a drainage system.
  • a drainage system cannot always cope.
  • the supply of rainwater may simply be too much.
  • the rainwater, then often referred to as stormwater may find its way into underground infiltration systems for temporarily storing the water.
  • W02016/042141 A1 describes an example of such systems. Over time, the water may from such systems slowly permeate into the ground.
  • attenuation systems Such systems do not allow for permeation of water from the underground storage into the ground.
  • the disclosure also relates to a method for capturing traffic produced contamination.
  • the disclosure further relates to use of a system of filters for removing contamination from rainwater.
  • the disclosure relates also to a support structure for use in the system for assembling a road.
  • the disclosure further relates to a road.
  • the disclosure provides a system for assembling a road.
  • the system comprises a plurality of plastic support structures and a plurality of road deck elements.
  • Each of the support structures comprises a base plate and at least one supporting element that extends, or is for extending, upwardly from the base plate for supporting at least partly one of the road deck elements.
  • the system is such that when rainwater falls onto the road, it predominantly flows away over the road to one or more rainwater collection points adjacent each support structure and/or each road deck element.
  • the plurality of plastic support structures comprises a multi-functional support structure which is provided with at least one filter for filtering rainwater that has from the one or more rainwater collection points entered a treatment volume. At least a part of the at least one filter is positioned within that treatment volume.
  • the treatment volume may be spanned by dimensions of the multi-functional support structure.
  • the multifunctional support structure is a one of the plurality of support structures which are present anyway for supporting the road deck elements of the road deck, there is hardly a need, if at all, for enlarging the footprint and/or the volume of the road.
  • the treatment volume is in its entirety within the dimensions of the multifunctional support structure, so that no extra footprint and no extra volume is required for having this facility for removing contamination from rainwater that falls onto the road.
  • the treatment volume may be spanned by dimensions of the multifunctional support structure. This provides for a maximum of capacity for treating the water by filtering etc., without having to enlarge the footprint of the road.
  • the treatment volume may exclude the one or more rainwater collection points.
  • the system in the assembled condition is such that rainwater which is collected by the one or more rainwater collection points and that has entered the treatment volume, includes rainwater which has flowed over at least another area of road deck.
  • the other area of road deck is different from an area of road deck that covers that at least one multifunctional plastic support structure.
  • for filtering all the rainwater that falls down on the road only one out of a plurality of plastic support structures needs to be provided with the at least one filter, making it not only economically viable for making the system, but also economically viable for maintaining the road in that only a relatively small number of the supporting structures will over time need to be assessed for cleaning or replacing the at least one filter, partly or in its entirety.
  • the system in its assembled condition the system is such that rainwater which has been filtered by the at least one filter finds its way away from the treatment volume into other volume.
  • the at least one filter can continuously be in use without a need for consumption of mankind-made energy sources.
  • the filtered water may at least temporarily be kept under the road.
  • the other area of road deck is area of road deck under which no such multifunctional plastic support structure is present.
  • the other area of road deck is area of road deck under which an infiltration system is present for temporarily storing water before it permeates into the ground.
  • Such systems are known systems and assist for instance in the handling of stormwater. When much rain falls in a short period of time and the drainage systems cannot cope with the amount of rainwater, much of that water may quickly find its way into such systems.
  • the system of the present disclosure allows for assembling a road and filtering out of rainwater that flowed over that road the contamination before that rainwater ultimately permeates into the ground.
  • a path for rainwater into such infiltration systems is predominantly, if not exclusively, available via the treatment volume, and even more preferably, via the at least one filter.
  • the other area of road deck is area of road deck under which an infiltration system is present for temporarily storing water before it permeates into the ground
  • an infiltration system instead of an infiltration system, and attenuation system is present under that other area of road deck. It is even conceivable that under a part of that other area of road deck an infiltration system is present and that under another part of that road deck an attenuation system is present.
  • each support structure is usable as part of an attenuation system or part of an infiltration system.
  • a system according to the disclosure is expected to have a long life-time in use, with low maintenance requirements, and improved prospects for the environment.
  • the system in free from concrete elements made of or comprising concrete.
  • each element is made of plastic.
  • the disclosure also provides for a method for capturing contamination out of rainwater that has flowed over a road deck, comprising: collecting rainwater that has flowed over a road deck to one or more rainwater collection points adjacent the road deck; allowing the collected rainwater to flow into a treatment volume; allowing floating dirt in the treatment volume to be separated from the rainwater; allowing the rainwater in a part of that treatment volume to flow through a relatively coarse filter; allowing the rainwater downstream of that coarse filter to flow through a relatively fine filter that is configured to capture at least one of Petroleum Hydrocarbons (TPH), Fats, Oils and Grease (FOG), oily sheen, microplastic particles and small rubber particles; allowing the rainwater downstream of that relatively fine filter to move away from the treatment volume.
  • TPH Petroleum Hydrocarbons
  • FOG Oils and Grease
  • the treatment volume is underneath the road
  • the collected rainwater is collected from parts of the road which are free from having underneath the road the treatment volume.
  • the parts of the road that are free from having underneath the road the treatment volume have underneath the road an infiltration system for temporarily storing rainwater before it permeates into the ground, or have underneath an attenuation system for temporarily storing rainwater before it finds its way further into sewage system.
  • Rainwater downstream of that relatively fine filter preferably moves thus into an infiltration system or into an attenuation system.
  • the disclosure further provides use of a system of filters for removing contamination from water, wherein the use is preferably in a system for assembling a road.
  • the disclosure also provides a support structure made of plastic and comprising a base plate and at least one supporting element, extending, or for extending, upwardly from the base plate for supporting at least partly a road deck element in a system for assembling a road.
  • the support structure is provided with at least one filter for filtering rainwater that has entered a treatment volume, wherein the treatment volume is preferably spanned by dimensions of the support structure, wherein at least a part of the at least one filter is oriented parallel to the surface of the water or includes an acute angle with the surface of the water, and/or wherein at least a part of the at least one filter is configured to adsorb and capture at least one of Petroleum Hydrocarbons (TPH), Fats, Oils and Grease (FOG), oily sheen, microplastic particles and small rubber particles, the at least one filter being positioned around and/or between the at least one supporting element, so that the support structure itself is unchanged by the presence or absence of the at least one filter.
  • TPH Petroleum Hydrocarbons
  • FOG Oil
  • the disclosure also provides a road having a road direction.
  • the road comprises a plurality of road deck elements placed next to each other in at least the road direction.
  • the plurality of road deck elements being supported by a plurality of plastic support structures.
  • Each of the plastic support structures comprises a base plate and at least one supporting element, extending, or for extending, upwardly from the base plate for supporting at least partly one of the road deck elements.
  • the road deck is configured so that when rainwater falls onto the road deck, it predominantly flows away over the road deck to one or more rainwater collection points adjacent each support structure and/or each road deck element.
  • the road is provided with a treatment volume for removing contamination from rainwater that fall onto the road.
  • the plurality of plastic support structures comprises at least one multi-functional support structure which is provided with at least one filter for filtering rainwater, that has from the one or more rainwater collection points entered the treatment volume. At least a part of the at least one filter is positioned within the treatment volume. Preferably, the at least one filter is in its entirety within the treatment volume.
  • the road is provided with a number of fluid communications for replacement of water according to a predetermined route.
  • the rainwater together with the contamination it picked up from the road is less likely to flow directly into the ground underneath and/or next to the road.
  • the fluid communications according to a predetermined route allow for ensuring that the water enters the treatment volume, does pass filters, and then for instance enters an infiltration or attenuation system.
  • the number of fluid communications comprise fluid communications of a first type and fluid communications of a second type, wherein the fluid communications of the first type requires the presence of water to establish the communication under influence of the force of gravity, and wherein the communication of the second type requires the presence of an amount of water in terms of a certain height relative to a height of a structural element.
  • the road has a fluid communication of the first type between the road deck and the one or more rainwater collection points, and has a fluid communication of a first type and/ora fluid communication of a second type between the one or more collection points and the treatment volume.
  • water flows freely from the road and "flushes" with it contamination that was on the road. As soon as it is of the road, the replacement of water is slowed down, and sedimentation of the contamination can start.
  • the road also comprises a fluid communication of a third type which relies on the principle of interconnecting vessels. This allows for removal of contamination that floats on top of water. This type of fluid communication also allows to the removal of contamination that floats in water, for instance when a fine filter is placed in the fluid communication of the third type.
  • Fig. 1 shows an embodiment of a system according to the disclosure, in assembled condition
  • Fig. 2 shows a part of an embodiment of a system according to the disclosure
  • Fig. 3 shows a part of Fig 2 in more detail
  • Fig. 4 shows a part of an embodiment of a system according to the disclosure
  • Fig. 5 shows the part shown in Fig 4 without a road deck element
  • Fig. 6 shows a part of an embodiment of system according to the disclosure
  • Fig. 7 shows a part of an embodiment of a system according to the disclosure
  • Fig. 8 shows in more detail a part of an embodiment of a system according to the disclosure
  • Fig. 9 shows a part of an embodiment of a system according to the disclosure, seen from above;
  • Fig. 10 shows a cross-sectional view of a part of an embodiment of a system according to the disclosure
  • Fig. 11 shows a part of an embodiment of a system according to the disclosure, without a part of road deck
  • Fig. 12 shows a part of an embodiment of a system according to the disclosure, and the direction into which water moves through that part displayed by arrows;
  • Fig. 13 shows a part of an embodiment of a system according to the disclosure, and the direction into which water moves through that part displayed by arrows;
  • Fig. 14 shows a part of an embodiment of a system according to the disclosure, and the direction into which water moves through that part displayed by arrows;
  • Fig. 15 shows a part of an embodiment of a system according to the disclosure
  • Fig. 16 shows a part of an embodiment of a system according to the disclosure
  • Fig. 17 shows a part of an embodiment of a system according to the disclosure
  • Fig. 18 shows a part of an embodiment of a system according to the disclosure
  • Fig. 19 shows a part of an embodiment of a system according to the disclosure
  • Fig. 20 shows a part of an embodiment of a system according to the disclosure
  • Fig 21 shows schematically a part of an embodiment of a system according to the disclosure, in which dashed lines show possible water levels when the system is in use
  • Fig. 22 shows schematically a part of an embodiment of a system according to the disclosure, in which dashed lines show possible water levels when the system is in use
  • Fig. 23 shows schematically a part of an embodiment of a system according to the disclosure;
  • Fig. 24 shows schematically a part of an embodiment of a system according to the disclosure
  • Fig. 25 shows schematically a part of an embodiment of a system according to the disclosure
  • Fig. 26 shows schematically a part of an embodiment of a system according to the disclosure
  • Fig. 27 shows schematically a part of an embodiment of a system according to the disclosure
  • Fig. 28 shows schematically the direction of the replacement of water in the embodiment shown in fig. 24;
  • Fig. 29 shows schematically the direction of the replacement of water in the embodiment shown in Fig. 25;
  • Fig. 30 shows schematically the direction of the replacement of water in the embodiment shown in Fig. 26;
  • Fig. 31 shows schematically the direction of the replacement of water in the embodiment shown in Fig. 27.
  • Figure 1 shows a part of a road 1 that can be made with a system according to the present disclosure.
  • Fig. 1 shows an embodiment of the system once it has been put in an assembled condition.
  • two road deck elements 2 which are almost square-shaped, are on either side of a smaller two-part road deck element 3.
  • the almost square-shape road deck elements 2 each cover, and are supported by, two plastic support structures 4, which are partly visible in fig. 2 and much better visible in Fig 14.
  • the smaller road deck element 3, having two parts 3a and 3b, covers, and is supported by, a plastic support structure 4 that is in fact a multifunctional support structure 8.
  • the arrows A show the direction of the road, also referred to as the road direction, or even the direction of traffic over the road.
  • each support structure 4 comprises a base plate 5 and at least one supporting element 6, extending upwardly from the base plate 5 for supporting at least partly one of the road deck elements 2.
  • the at least one supporting element 6 is in the embodiment shown as an integral structural feature of the structure 4. That is, the supporting element 6 and the base plate 4 form each a structural feature of a one-piece structure 4. In the embodiment shown throughout this disclosure, the supporting element and the baseplate are seamlessly connected with each other.
  • the supporting element 6 is a separate element that is connectable to the base plate 5. That supporting element is thus for extending upwardly from base plate 5, for supporting at least partly one of the road deck elements 2.
  • W02020/022888 Al which also describes supporting structures, suitable for supporting at least partly a road deck element. At least one and preferably each supporting element 6 is hollow and cone-shaped and allows for compact stacking onto each other during storage and transport of the supporting structures.
  • the support structures 4, including the supporting elements 6 are each water-permeable, not by the nature of the material but by the presence of perforation in the structure and/or slits, openings etc.
  • the system In an assembled condition, the system is such that when rainwater falls onto the road 1, it predominantly flows away over the road 1 to one or more rainwater collection points CP.
  • the phrasing "flows over the road” is to be understood as contrasting to “flowing into the road or through the road”.
  • the phrasing "predominantly flows over the road” is understood to mean that more than, say 90%, of the water flows over the road, as opposed to flowing into or through the road. Ideally more than 95%, and even more preferably more than 99% flows overthe road. Flowing into orthrough the road would for instance be possible if the road deck would be water permeable or for instance when the road deck is provided with many perforations.
  • this fluid communication between the road and the rainwater collection points is referred to as a fluid communication of the first type, which is in this disclosure a fluid communication that requires the presence of water to establish a communication under the influence of the force of gravity.
  • Flow of rainwater is in this disclosure to be understood as driven by gravitational forces.
  • the rainwater mainly flows when a "path" for flowing is available. Although that path is at least partly made available by the force of gravity, this does not mean that the flow is always in the direction of the force of gravity. Structure features may guide the water whilst flowing under the influence of the force of gravity.
  • the water collection points are adjacent each support structure 4 and/or each road deck element 2, 3a, 3b.
  • the actual position of the water collection points can be next to the road, a little under the road, for instance at a side of the road, next to the support structure, etc. and is thus not critical provided that it is adjacent enough and so that water that has flowed over the road can be collected at the rainwater collection points.
  • Another way of describing this aspect is by pointing out the presence of a fluid communication.
  • the fluid communication between the road and the rainwater collection points is referred to as a fluid communication of the first type, which is in this disclosure a fluid communication that requires the presence of waterto establish a communication underthe influence of the force of gravity.
  • An example of the flow direction of water is schematically presented in Fig. 2 by a line having multiple arrows, referred to as WF.
  • An embodiment of the system comprises a plurality of inlet-gutter parts 7, so that in an assembled condition of the system adjacent each support structure 4 and/or each road deck element 2, 3a, 3b at least a part of an inlet gutter 7 extends for functioning as multiple rainwater collection points CP.
  • the inlet gutter 7 streamlines in a traffic direction A of the road 1 a flow of rainwater of which at least a large amount of rainwater has flowed over the road deck of the road.
  • the inlet-gutter can be extending into any other direction, such as for instance, somewhat transvers to the road direction, and does also not need to extend into a straight line.
  • the plurality of plastic support structures 4 comprises a multi-functional support structure 8 which is provided with at least one filter 9 for filtering rainwater that has from the one or more rainwater collection points CP entered a treatment volume TV which is preferably spanned by dimensions of the multi-functional support structure 8.
  • the treatment volume fits thus, at least partly, ideally within a geometrically determined volume that is defined by connecting the most outer positions of the supporting structure.
  • At least a part of the at least one filter 9 is positioned within that treatment volume TV.
  • the at least one filter in its entirety within the treatment volume.
  • an embodiment of the system in the assembled condition is such that rainwater which is collected by the one or more rainwater collection points 7 and that enters the treatment volume TV, includes rainwater which has flowed over at least another area of road deck, wherein the other area of road deck (ORD) is different from an area of road deck (RD) that covers that at least one multifunctional plastic support structure 8.
  • ORD area of road deck
  • RD area of road deck
  • the other area of road deck 2 is area of road deck 2 under which no such multifunctional plastic support structure 8 is present.
  • the other area of road deck is area of road deck 2 under which an infiltration system is present fortemporarily storing water before it permeates into the ground.
  • the system of the embodiment shown comprises a plurality of inlet-gutter parts 7, so that in an assembled condition of the system adjacent each support structure 4, 8 and/or each road deck element 2, 3a, 3b at least a part of an inlet gutter 7 is provided, extending in the direction A of the road for functioning as multiple rainwater collection points CP.
  • the inlet gutter parts 7, shown in Fig. 15 and 16, are generally U-shaped and connectable, given spigots and sockets that allow for a swift connecting during assembling and then allow for a watertight connection.
  • the inlet gutter 7 streamlines in a traffic direction A of the road a flow of rainwater of which at least some rainwater has flowed over the other area of road deck 2 (ORD).
  • the inlet gutter 7 also collects rainwater that has flowed over the area of road deck 3a, 3b (RD) that covers one of the multi-functional plastic support structures 8. Not only figure 1 but also Fig 12 displays this schematically by means of arrows.
  • rainwater flows into the treatment volume TV when the rainwater has reached a predetermined height in the inlet gutter 7.
  • the part of the inlet gutter 7 that is adjacent the multifunctional plastic support structure 8 and/or road deck 3a is provided with flow exits 10 for releasing rainwater into the treatment volume TV.
  • Fig 16 shows such a part of the inlet gutter 7.
  • the flow exits 10 assists in forming a fluid communication of the second type, which require the presence of an amount of water in terms of a certain height relative to a height of a structure element.
  • the structural element is the lower rim of the opening of the inlet gutter 7 that allows for water to flow into the treatment volume TV. Also the gravity plays a role in this fluid communication.
  • Fig 4 to Fig 12 show various views of the multifunctional plastic support structure 8. From comparing Fig 4 and 5, it is clear that in the assembled condition of the system, the treatment volume TV is in its entirety under area of road deck 3a, 3b that covers that at least one multi functional support structure 8. This optimizes the use of the multifunctional plastic support structure and the capacity of the treatment volume TV.
  • multi-functional plastic support structure 8 may be provided with upwardly standing side plates 18. These can for instance be placed and held in fixed position by a connection at multiple positions with the multifunctional support structure 8. These side plates provide support for an impermeable foil that may be placed at an outer side of the multi-functional support structure, i.e. underneath the base plate 5, and inside the side plate 18 and for instance between the inlet-gutter 7 (and outlet gutter 12) and the multi-functional support structure 8 for providing a physically delimited treatment volume TV.
  • Figures 24-27 show schematically further possible embodiments.
  • the at least one filter 9 comprises upstream a coarse filter 9a for filtering particles out of the water based on a mesh size of the filter.
  • a coarse filter 9a for filtering particles out of the water based on a mesh size of the filter.
  • at least a part of the coarse filter 9a is oriented parallel to the surface of the water.
  • the treatment volume TV is upstream the coarse filter arranged to let rainwater pass a position that is below the coarse filter 9a. Another way of describing this is by pointing out the presence of a fluid communication of a third type which is based on the principle of interconnecting vessels.
  • the at least one filter 9 comprises downstream of the coarse filter 9a a relatively fine filter 9b that is configured to capture at least one of Petroleum Hydrocarbons (TPH), Fats, Oils and Grease (FOG), oily sheen, microplastic particles and small rubber particles.
  • the at least one filter may also comprise a floating dirt separator for separating floating dirt from the rainwater that flows through and thus out of the at least one filter.
  • An oil separator OS may be an example of such a floating dirt separator.
  • the floating dirt separator may be positioned at the most upstream part of the at least one filter 9.
  • the term "filter” thus also embraces this concept of a separator.
  • this floating dirt separator is a form of a fluid communication of the third type.
  • the treatment volume TV includes at least one part for facilitating sedimentation.
  • the at least one part for facilitating sedimentation comprises a first part SI for facilitating sedimentation upstream the at least one filter.
  • the at least one part for facilitating sedimentation comprises a second part S2 for facilitating sedimentation upstream the relatively fine filter.
  • the treatment volume is in this example defined by impermeable material shaped for holding a volume of water that is at most equal to the treatment volume.
  • the impermeable material could be a foil, f.i. bag-shaped or container-shaped into which the multi-functional support structure is positioned.
  • the treatment volume TV is provided with an overflow-exit which regulates that the treatment volume at most holds a volume of water that is equal to the treatment volume TV.
  • the system comprises at least one overflow-exit, preferably under the road deck.
  • An overflow-exit is an example of a fluid communication of the second type.
  • An overflow-exit is not necessarily a dedicated hole in an element of the system, it may equally by limited height of a part that physically delimits the treatment volume TV, or a change in material from water-impermeable to water-permeable.
  • Figure 19 and 20 indicate where in an embodiment of the system in the assembled condition the functioning of an overflow-exit may be facilitated. The same applies for a pathway for aeration.
  • An embodiment of the system as shown also comprises a plurality of outlet gutter-parts 12, so that in an assembled condition of the system adjacent each support structure 4, 8 and/or each road deck element 2, 3a, 3b at least a part of an outlet-gutter 12 extends in the direction ofthe road, forstreamlining in a direction ofthe road a flow of rainwaterthat has been filtered by the at least one filter 9. Also, for the outlet gutter 12 it applies that these may additionally, or alternatively, at least partly extend in a direction that is transverse to the road direction.
  • the relatively fine filter 9b comprises a number of walls which are water permeable.
  • a downstream side of the walls has a fluid communication with the outlet gutter 12.
  • the walls have at least partly the shape of pipes 11 of which an upstream end is closed by a part 11a of the walls and of which a downstream end lib streamlines a flow of filtered rainwater into the outlet gutter 7.
  • a downstream side of the walls forms the outlet gutter.
  • the downstream end lib may also streamline filtered water directly into volumes that neighbour the treatment volume and that is under the other area of road deck (ORD).
  • the pipes 11 may each have annular ribs and infiltration holes therein between.
  • a geotextile sheet may be wrapped around each of such the pipes 11.
  • Such pipes are known as IT -pipes.
  • the geotextile may be woven or non-woven. Non-woven geotextile is more often used.
  • the longitudinal direction of the pipes 11 are preferably across the traffic direction of the road. This ensures that treatment volume TV and the multi-functional support structure 8 only need to occupy over a short stretch of the volume under the road in the road direction. Further, only over a short stretch of the road needs the road to be open when cleaning and/or replacing of filters, parts for sedimentation etc are needed.
  • the inlet-gutter parts and the outlet-gutter parts can be identical.
  • the flow exits 10 and 13 can also be identical. This allows for an economically viable way of making the inlet- and outlet-gutter parts.
  • the road deck 3a, 3b that covers one of the multi-functional plastic support structures 8 has a first part 14a and a second part 14b, wherein the first part 14a , can be lifted independently of the second part 14b, and wherein the first part extends at most up to a part of the width of the road.
  • a part of the width of the road can still be used when the required maintenance and cleaning activities are carried out.
  • first part 14a and second part 14b may be releasably secured to a supporting element 6 of the respective support structure 8.
  • a person skilled in the art will be able to apply such a releasable connection for that purpose.
  • each of the plastic support structures of the plurality of plastic support structures is in structure the same, and preferably also in dimensions the same. This enables an economically viable way of producing the system.
  • each of the structural features that has been added to a support structure to change it functionally into a multifunctional support structure is mechanically connectable to that structure or placeable onto that structure.
  • the support structure itself, in terms of the base plate 5 and the supporting elements 6, is unchanged by the presence or absence of the at least one filter.
  • one plastic support structure out of at least five, preferably out of at least 10, and even more preferably out of at least 15 of out of the plurality of support structures corresponds to one of the multi-functional plastic support structures. It is not inconceivable that only one out of twenty, thirty or even forty support structures needs to be a multifunctional support structure to obtain a road that allows for filtering the rainwater out of the water that flows over the road.
  • a dimension of a road deck element 2 is in traffic direction of the road 1 preferably able to span in an assembled condition of the road 1 at least two plastic support structures 4.
  • the road deck elements 2, 3a, 3b are preferably shaped such that in an assembled condition of the system the road slightly slopes off towards one side of the road, by a slope of the road deck elements.
  • Each road deck element may then have a most upper road deck that in the assembled condition of the system slightly slopes off (1-3%) in one direction across a traffic direction of the road. Accordingly, the water would always flow towards the side at which the inlet gutter is positioned.
  • this sloping of the road may be achieved by simply ensuring that the ground of the bedding has a slope that is between 1 and 3 % degrees, so that the system does not need to facilitate for achieving a slight slope.
  • the flow exits 10 in the inlet gutter parts 7 for releasing rainwater into the treatment volume TV facilitate the generation of a flow when a first height of water in the inlet gutter 7 is reached
  • the flow exits 13 in the outlet gutter parts 12 for releasing rainwater into volume under road deck elements 2 facilitate the generation of an flow when a second height of water in the outlet gutter 12 is reached.
  • the first and the second height may be the same, enabling a simplification of the production of the gutter parts, the logistics and storage thereof, etc. It is thus possible to have a series of fluid communications causing the water to replace itself through the treatment volume.
  • the gutters 7 and 8 are, as can be seen from figures 15-18 very similar, if not identical, apart from the presence of flow exits 10, 13.
  • the gutter part 7, 12 are preferably provided with integral connectors 20 at positions shown in Fig. 15-18 for connecting to for instance a supporting element 6 (upper connector 20) and the base plate 5 (lower connector 20).
  • the supporting elements 6 and the base plate 5 ideally has corresponding integral connecting points.
  • the type of mechanical connections that are suitable can easily be chosen by a person skilled in the art. For instance, a snap-fit connection that is firm, requires no extra tools, and allows for disconnecting in a non-destructive fashion, may be ideal.
  • the gutter parts 7,12 are preferably each incorporated in stabilizing part 19, that provides for a stable positioning of the respective gutter part, as it not only allows for connecting to the support structure, but also for resting on the ground.
  • Figure 21 and 22 show schematically, the level of the water (by dashed lines), relative to the parts of an embodiment of the system when the base-plate 5 is put under a small angle with the horizontal level.
  • Fig. 21 shows the multifunctional support structure 8
  • Fig. 22 shows the support structure 4. If the respective flow exits 10, 13 are indeed at the same heights in the inlet gutter 7 and in the outlet gutter 12, than this positioning facilitates in a relatively slow movement of the water through the system, facilitating even more the sedimentation and/or the filtering.
  • an embodiment of a system according to this disclosure is provided with at least one sensor for detecting the status of the at least one filter, wherein status includes one of filter sensitivity, filter capacity, and pressure exerted onto the filter.
  • the road decks 2, 3a, 3b are connectable to each other, preferably using a spacer for fixation to a construction element (in this case a road deck) , for maintaining a relative distance to another construction element (road deck), and for restricting a movement about a position relative to another construction element (road deck), such as disclosed in WO 2019/170630.
  • a gap between the road decks is occupied by rubber strip 17 as for instance shown by Fig 23.
  • Fig. 24 shows schematically a part of an embodiment wherein the system is such that in an assembled condition of the system the inlet gutter 7 extends through the impermeable material 22.
  • the outlet gutter 12 extends through the impermeable material 22.
  • the impermeable material may be shaped as a large "container-bag 20" that is open at the top.
  • a watertight sealing connector is provided at the points where the inlet gutter 7 and/or the outlet gutter 12 extends through the impermeable material 22, a watertight sealing connector is provided.
  • the outlet gutter 12 may be the same as the pipe-shaped fine filter 11, as shown in Figs. 12 and 13, in the example of Fig. 24 being oriented in a direction of the road.
  • the treatment volume is at least partially delimited by a downstream side of that filter.
  • the part of the pipe that is external of the impermeable "container-bag 20" is preferably not made of filter material, but of impermeable material 22.
  • Figs. 25-27 show embodiments wherein the inlet gutter 7 is in its entirety external of the impermeable material 22 that is in these Figures formed by a "container-bag 20" and that is open at the top.
  • Fig. 26 shows an embodiment in which the pipe-shaped fine filter 11 is only forming an outlet gutter 22 in one direction of the road, instead of in two directions as shown in Figs. 24 and 25.
  • Fig. 27 shows an embodiment in which the fine filter having water-permeable walls are following the contours of the impermeable material 22 that forms the "container-bag 20". However, the water-permeable walls 23 are an upward extension 24 of the impermeable walls 22 of the open upper end of the container-bag 20.
  • This embodiment allows for water to flow away from the treatment volume TV, through the fine filter, without being streamlined by an outlet gutter. In this case a fluid communication of the second type is established.
  • Fig. 28, 29, 30 and 31 show schematically the liquid- communication, also referred to as the replacement of water (or flow of water) as would follow from the structural arrangement of the embodiments schematically represented by, respectively Fig. 24, 25, 26 and 27.
  • the arrows show schematically the direction into which the water replaces, using the fluid-communications that are establishable.
  • the system and thus also the road is free from elements that comprise concrete, so that the system is easily transportable in unassembled condition, and easily installable.
  • each element of the system is made of plastic, ideally partially of recycled plastic.
  • the plastic can be suitable thermoplastic, or a suitable thermoplast or a suitable thermoharder to ensure that the support structures provide enough support for a road deck carrying motorized traffic.
  • a relatively large number of supporting elements per square meter may be required. Ideally that number is in a range of 4 to 16, more preferable in a range 8 to 12.
  • the supporting elements are preferably hollow and allow water to enter the elements, so that the capacity of the volume available for water is hardly affected by the number of supporting elements.
  • the at least one filter is, as shown in the figures, ideally in its entirely in the treatment volume.
  • the embodiments shown are examples of a system that allows for carrying out a method for capturing contamination out of rainwater that has flowed over a road deck, comprising: collecting rainwater that has flowed over a road deck to one or more rainwater collection points adjacent the road deck; allowing the collected rainwater to flow into a treatment volume; allowing floating dirt in the treatment volume to be separated from the rainwater; allowing the rainwater in a part of that treatment volume to flow through a relatively coarse filter; allowing the rainwater downstream of that coarse filter to flow through a relatively fine filter that is configured to capture at least one of Petroleum Hydrocarbons (TPH), Fats, Oils and Grease (FOG), oily sheen, microplastic particles and small rubber particles; allowing the rainwater downstream of that relatively fine filter to move away from the treatment volume.
  • TPH Petroleum Hydrocarbons
  • FOG Oils and Grease
  • the treatment volume TV may be underneath the road.
  • the collected rainwater may be collected from parts of the road which are free from having underneath the road the treatment volume.
  • the parts that are free from having underneath the road the treatment volume have underneath the road an infiltration system for temporarily storing rainwater before it permeates into the ground.
  • rainwater downstream of that relatively fine filter moves into the infiltration systems.
  • attenuation systems may be employed, in which water is temporarily sored before it finds its way into a sewage system.
  • Any known system for treating, and preferably filtering, water so as to remove contamination may be employed. Such system may each be scaled up or down for removing contamination from water, and for placement under a part of a road.
  • the multi-functional support 8 structure ideally comprises the same base plate 5 and the same supporting elements 6 as comprised by the other supporting structures 4.
  • the multi-functional support structure 8 also holds filters 9 in addition to supporting at least a part of the road deck.
  • multi-functional as used throughout this disclosure is not be construed in a sense that the other support structures 4 would not carry out functions that differ from supporting at least a part of a road deck.
  • the disclosure is not limited to the examples shown and discussed. Many variations and modifications are feasible. Each of these modifications and variations is within reach of a skilled person, once the present disclosure has been understood.
  • the supporting elements are shown as cone-shaped columns, but these may have any shape, including cylindrical, rectangular, block-shaped, extending not only upwardly but also laterally.
  • road includes a very small road, more like a drive, and includes a road having a "dead end".
  • any other shape is feasible for the wall that forms part of the fine filter.
  • the walls may itself have many structural features, such as for instance circumferentially extending ribs, and may have many "perforations" or may be open by porosity to enhance the filtering sensitivity.
  • very flexible wall may be employed, including those made of cloth, textile, woven or non-woven fiber-based filter material etc.
  • the direction of collected rainwater flow can be chosen as is desirable and suitable for the positioning of the road, employing the different types of fluid communications.
  • the path from rainwater to infiltration/attenuation system can be made so that it has much length and allows for sedimentation. Equally the "throughput" can be chosen and adapted, if needed by enabling more fluid communication to be established.
  • volume under the road divided up in two volumes that extend parallel to each other in road direction may be used as the treatment volume, i.e. for removing contamination, and the other volume may be used for infiltration/attenuation purposes of the de-contaminated water.
  • Such systems may be useful where the road itself is in road direction going slightly upwards or downwards.

Landscapes

  • 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)
  • Sewage (AREA)
  • Road Paving Structures (AREA)

Abstract

Système d'assemblage de route (1), le système comprenant plusieurs structures de support en plastique (4) et plusieurs éléments de pont routier (2, 3, 3a, 3b), chacune des structures de support comprenant une plaque de base (5) et au moins un élément de support (6), s'étendant, ou destinés à s'étendre, vers le haut à partir de la plaque de base pour supporter au moins partiellement l'un des éléments de pont routier, dans un état assemblé, le système étant tel que lorsque l'eau de pluie tombe sur la route, elle s'écoule principalement à l'opposé de la route vers un ou plusieurs points de collecte (cP) d'eau de pluie adjacents à chaque structure de support et/ou à chaque élément de pont routier, la pluralité de structures de support en plastique comprenant une structure de support multifonctionnelle qui est pourvue d'au moins un filtre (9) pour filtrer l'eau de pluie qui, à partir du ou des points de collecte d'eau de pluie, est entrée dans un volume de traitement (TV) qui est couvert par les dimensions de la structure de support multifonctionnelle, au moins une partie dudit ou desdits filtres étant positionnée à l'intérieur dudit volume de traitement. Un procédé pour capturer la contamination de l'eau de pluie, l'utilisation d'un système de filtres, une structure de support et une route sont également divulgués.
EP21751661.6A 2020-07-30 2021-07-30 Système d'assemblage de route ainsi que route et procédé de capture d'une contamination produite par la circulation, utilisation d'un système de filtres pour éliminer la contamination de circulation contenue dans l'eau, et structure de support en plastique pour supporter une route et ayant un filtre Pending EP4189164A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
NL2026175A NL2026175B1 (en) 2020-07-30 2020-07-30 A system for assembling a road as well as a method for capturing traffic-produced contamination, use of a system of filters for removing traffic contamination from water, and a plastic supporting structure for supporting a road and having a filter
NL2027473 2021-02-02
PCT/NL2021/050483 WO2022025767A1 (fr) 2020-07-30 2021-07-30 Système d'assemblage de route ainsi que route et procédé de capture d'une contamination produite par la circulation, utilisation d'un système de filtres pour éliminer la contamination de circulation contenue dans l'eau, et structure de support en plastique pour supporter une route et ayant un filtre

Publications (1)

Publication Number Publication Date
EP4189164A1 true EP4189164A1 (fr) 2023-06-07

Family

ID=77227092

Family Applications (1)

Application Number Title Priority Date Filing Date
EP21751661.6A Pending EP4189164A1 (fr) 2020-07-30 2021-07-30 Système d'assemblage de route ainsi que route et procédé de capture d'une contamination produite par la circulation, utilisation d'un système de filtres pour éliminer la contamination de circulation contenue dans l'eau, et structure de support en plastique pour supporter une route et ayant un filtre

Country Status (3)

Country Link
EP (1) EP4189164A1 (fr)
AR (1) AR126226A1 (fr)
WO (1) WO2022025767A1 (fr)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1040956B1 (en) 2014-09-19 2016-09-29 Wavin Bv A plastic infiltration unit, a system comprising a plurality of plastic infiltration units, a method of manufacturing an injection molded plastic pillar for an infiltration unit, a plastic base plate for use with a plastic infiltration unit, and a plastic infiltration system for deployment underground comprising a plastic infiltration unit and a plastic base plate.
CN107386048A (zh) * 2017-09-01 2017-11-24 沈阳建筑大学 适用于北方的地热融雪、降噪截污的雨水收集生态路面
CN107642142A (zh) * 2017-10-23 2018-01-30 沈阳建筑大学 居民生活区渗透式雨水截污治理系统
NL1042777B1 (en) 2018-03-06 2019-09-13 Wavin Bv A spacer for fixation to a construction element, for maintaining a relative distance to another construction element, and for restricting a movement about a position relative to another construction element
NL1042809B1 (en) * 2018-04-04 2019-10-10 Wavin Bv Drainage system for connection to an infiltration system
NL2021404B1 (en) 2018-07-27 2020-01-31 Wavin Bv A system and a method for building a road
US20210355216A1 (en) 2018-10-05 2021-11-18 INSERM (Institut National de la Santé et de la Recherche Médicale Methods and systems for controlling the agonistic properties of antibody variable domains by light

Also Published As

Publication number Publication date
WO2022025767A1 (fr) 2022-02-03
AR126226A1 (es) 2023-10-04

Similar Documents

Publication Publication Date Title
KR101287539B1 (ko) 물로부터 침전물을 제거하기 위한 필터
KR100900714B1 (ko) 오염된 물을 정화시키는 장치
JP3859816B2 (ja) 中空糸膜濾過装置
KR100524151B1 (ko) 초기 우수를 배제한 청정 우수 포집 장치
JPH11511216A (ja) 浮遊する表面層を水表面からすくい集めるための方法と装置
HU223433B1 (hu) Eljárás és berendezés víztömeg által vitt úszó szennyezők elválasztására
RU2761348C2 (ru) Система очистки водных пространств
KR101942685B1 (ko) 비점 오염 저감 시설
WO2015161339A1 (fr) Dispositif de filtration pour filtrer l'eau de drainage polluée
KR100938411B1 (ko) 부유물 흡입기
US7918996B1 (en) Stormwater filter bag
US20100326899A1 (en) Above ground water clarifier
EP4189164A1 (fr) Système d'assemblage de route ainsi que route et procédé de capture d'une contamination produite par la circulation, utilisation d'un système de filtres pour éliminer la contamination de circulation contenue dans l'eau, et structure de support en plastique pour supporter une route et ayant un filtre
KR20210127492A (ko) 유수분리필터 구조체 및 이를 포함하는 유수분리장치
KR101799513B1 (ko) 여과카트리지 및 이를 이용한 비점오염 처리시설
NL2026175B1 (en) A system for assembling a road as well as a method for capturing traffic-produced contamination, use of a system of filters for removing traffic contamination from water, and a plastic supporting structure for supporting a road and having a filter
KR100752402B1 (ko) 수처리를 위한 여과장치모듈
KR101217869B1 (ko) 월류수 처리장치
KR100807987B1 (ko) 빗물받이 또는 수로용 여과장치 케이스 겸용 구조물
KR100983313B1 (ko) 미세 이중 여과망을 이용한 일체형의 우수 처리 장치
CN110430929B (zh) 颗粒分离系统和方法
KR101753901B1 (ko) 다지여과망을 이용한 여과부 및 이에 사용되는 천공배수파이프와 이를 이용한 여과시설
KR20160054428A (ko) 상·하향류식 비점 오염 저감 장치
WO1993005248A1 (fr) Separateur servant a separer les polluants d'un effluent
JP6649550B2 (ja) 油水土粒子分離除去装置

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

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

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20230228

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL 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 RS SE SI SK SM TR

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20240215