EP2175071A1 - Entwässerungseinrichtung und Anordnung mit einer solchen Einrichtung - Google Patents

Entwässerungseinrichtung und Anordnung mit einer solchen Einrichtung Download PDF

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Publication number
EP2175071A1
EP2175071A1 EP09012661A EP09012661A EP2175071A1 EP 2175071 A1 EP2175071 A1 EP 2175071A1 EP 09012661 A EP09012661 A EP 09012661A EP 09012661 A EP09012661 A EP 09012661A EP 2175071 A1 EP2175071 A1 EP 2175071A1
Authority
EP
European Patent Office
Prior art keywords
slope
tray
wall
water course
flange
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
EP09012661A
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English (en)
French (fr)
Other versions
EP2175071B1 (de
Inventor
Johannes Van Kolthoorn
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.)
Haner Infra Innovatie BV
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Haner Infra Innovatie BV
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Publication date
Application filed by Haner Infra Innovatie BV filed Critical Haner Infra Innovatie BV
Publication of EP2175071A1 publication Critical patent/EP2175071A1/de
Application granted granted Critical
Publication of EP2175071B1 publication Critical patent/EP2175071B1/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
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B11/00—Drainage of soil, e.g. for agricultural purposes
    • E02B11/005—Drainage conduits

Definitions

  • the invention relates to an insertion for the end of a water discharge pipe draining in a water course and accommodated in an earth body.
  • the invention furthermore relates to a water course provided with such an insertion.
  • the invention furthermore relates to a method for placing a water discharge pipe for drainage into a water course.
  • Such water courses are also called ditch or waterway, but may also take the shape of broader waters, such as a lake.
  • the water course is bounded by a natural slope, where vegetation may grow, such as grass, plants, shrubs or reed.
  • a water discharge pipe may debouch, protruding from the slope, in the profile of the water course.
  • the water discharge pipe is situated in the earth body, and supplies water originating from the earth body itself, for instance a meadow having a clay substratum, from a cunette of a road, in which case there is question of a drainage pipe, or originating from another source, such as a septic tank or a precipitation collector.
  • the slope needs to be maintained, especially near ditches, in order to preserve the flow section.
  • the slope will be regularly mown, using a mowing bar extending downwardly inclined along the slope, and arranged on a tractor driving over the field along the slope.
  • the vegetation may grow in front of the end of the pipe, as a result of which said end is difficult to see.
  • the end of the pipe then cannot be found anymore.
  • this will be necessary in order to be able to pass a hose for compressed water in said end for periodically flushing the drainage pipe in order to render the (filter) holes in the upstream portions of the drainage pipe free from soil material that may have penetrated in them or has been compressed in front of them.
  • the vegetation may grow into the end opening of the pipe, and through the rupture in the water discharge pipe into the pipe.
  • the flow passage in the pipe is thus made smaller and may even get closed off, as a result of which the discharging capacity of the pipe is reduced, possibly to none.
  • a tray of glass fibre reinforced concrete is known, intended as outfall tray for an outfall pipe in a slope of a ditch.
  • the tray is provided with a circumferential flange, and at the upper side with a loop of rope or something similar, which during moulding has been embedded in the concrete.
  • an anchor line for instance rope, is attached to the loop.
  • the other end of the anchor line is attached to an anchor placed earlier in the ground by means of additional excavation, remote from the tray.
  • the invention provides a water course provided with an insertion to be placed in an earth slope of a water course said earth slope being part of an earth body, wherein the insertion is tray-shaped for defining a niche in the slope and is provided with a passage for a water discharge pipe extending out of the earth body in order to drain in the water course by means of an end portion accommodated in the niche, wherein the end of the end portion of the water discharge pipe can be/is substantially situated in one plane with the slope or can be/is receded with respect to the slope, characterised in that the insertion is provided with a ground anchor.
  • the ground anchor may for instance be a plate that is part of the insertion and that extends substantially vertically from the lower side of the insertion.
  • the tray has an opening that is intended to be located in or near the plane of the slope
  • the tray has a ground retaining wall that is concave in a vertical plane of cross-section transverse to the opening, wherein the concave wall comprises a rear wall and a bottom wall that smoothly merge into each other or connect to each other at an angle (for instance in a buckle shape), wherein the tray at the convex outer side of the tray is provided with a downwardly extending anchoring plate.
  • the downwardly extending anchoring plate forms an extension of the rear wall, it particularly is situated in one plane therewith.
  • the strength of the ground anchor is also improved in this way.
  • the length of projection of the anchoring plate preferably is at least approximately the height of the rear wall. Described in another way, in case a transition between rear wall and bottom wall cannot be clearly perceived, the said length is at least approximately the height of the portion of the concave wall between the upper edge and the location of origin of the anchoring plate.
  • the tray When the tray is provided with side walls, and the anchoring plate, considered in a horizontal direction transverse to the side walls, is situated parallel to the water course, within the space between the planes of the side walls, the side walls define the width of the tray and the recess in the slope can remain limited as regards width. Furthermore soil hardly needs to be filled up adjacent to the side walls, if at all.
  • the pipe preferably extends fittingly through the passage.
  • the end portion of the water discharge pipe is thus kept vertically in its place.
  • the insertion may be provided with a flange intended to be located near the slope surface.
  • Placement is facilitated when at their edges the side walls are provided with flanges extending sidewards and outwards, wherein moreover connection to the slope is enhanced.
  • the side flange may form a flow-down surface for rain water fallen adjacent to the insertion and which passes soil particles of the slope surface along with it, in which way it is counteracted that said sediment-containing, polluted water ends up in the niche.
  • Placement of the insertion into the slope is further enhanced when the said concave wall is provided with an upper edge and a lower edge, wherein the upper edge is provided with a flange, wherein, preferably, the lower edge has no flange or the side flange or side flanges end freely at the level of the lower edge.
  • the flange at the edge of the side wall and the flange at the upper edge of the concave wall can be situated in one plane with each other and connect to each other.
  • the invention further or in addition to the above, provides an insertion to be placed in an earth slope of a water course said earth slope being part of an earth body, wherein the insertion is tray-shaped for defining a niche in the slope and is provided with a passage for a water discharge pipe extending out of the earth body in order to drain in the water course by means of an end portion accommodated in the niche, wherein the end of the end portion of the water discharge pipe is particularly substantially situated in one plane with the slope or is receded with respect to the slope, wherein the tray has an opening that is intended to be located in or near the plane of the slope, wherein the tray has a wall that is concave in a vertical plane of cross-section transverse to the opening, such as with a rear wall and a bottom wall that connects thereto at an angle, wherein the tray is provided with side walls, wherein the side walls have edges near the opening and wherein the concave wall in the lower area, such as the bottom wall, considered in projection in a plane parallel to the vertical plane
  • Preventing damage to the water discharge pipe as a result of mowing need not be adversely affected when the bottom wall can be penetrated by vegetation.
  • the concave wall, particularly the bottom wall cannot be penetrated by vegetation, such as for instance high density polyethene.
  • the insertion can be made by means of a moulding process, such as vacuum moulding or injection moulding, particularly of high density polyethene.
  • the insertion can be assembled from a number of plates that are attached to each other, for instance by gluing or welding, wherein the plates are particularly made of high density polyethene.
  • the insertion preferably is shape-retaining.
  • the invention provides a water course provided with one or more insertions according to the invention, wherein the insertion extends from the slope into the earth body or terrain and remains substantially outside of the transverse profile, wherein the water discharge pipe connects to or is passed through a passage in the insertion and the end of the water discharge pipe is located at least almost outside of the transverse profile of the water course, preferably receded with respect to the slope.
  • the end portion of the water discharge pipe extends with a length into the niche so that the end is easy to perceive for insertion of a flushing hose. It is furthermore made certain in that way, that the end of the water discharge pipe remains within the niche, also when the pipe as a result of settings in the earth body is pulled slightly back into the earth body.
  • the passage has a centre line that is situated in a vertical plane that is substantially transverse to the water course. In an alternative embodiment the passage has a centre line that has a directional component that is substantially parallel to the water course or the slope, in horizontal direction alongside it.
  • the insertion comprises a bottom wall that extends up to the slope the bottom of the niche is protected against washing out by water flowing out of the water discharge pipe.
  • the discharge is enhanced when the bottom wall is substantially horizontal or slopes down towards the water course.
  • a flange that is situated in or near the slope surface.
  • a side wall of the insertion may be provided with a passage for a pipe, so that also end portions of drainage pipes extending parallel to the water course or the slope (in horizontal direction alongside it) can be connected.
  • Substantially in one plane with the slope will also mean that the end may extend slightly, for instance 1 cm, out of the slope surface, for instance when an insertion with flange has been placed on young grass sods on a slope.
  • the flange is then also situated within the transverse profile of the water course, yet due to the slight height of protrusion out of the slope not a hindrance to mowing bars.
  • the invention provides a method for placing an insertion according to the invention in an earth slope of a water course, wherein with a dipper or bucket of an excavator a recess is made in the slope and the insertion is lowered into the recess while pressing the anchoring plate into the bottom of the recess, wherein, preferably, the lower edge of the tray, which edge is situated near the tray opening, is used as pivot point with the earth and the tray is tilted into the recess.
  • the insertion 1 of figures 1A and 1B is for instance made of synthetic material, particularly high density polyethene, HPE, by injection moulding.
  • the insertion 1 comprises an upright rear wall 2 and a bottom wall 3, which together define a buckled concave wall. At the side edges of the rear wall 2 and the bottom wall 3 they merge into side walls 4 situated in upright planes, which side walls are substantially parallel in this example.
  • the walls 2, 3 and 4 form a tray.
  • flanges 7 project sidewards, which flanges are in one plane with a flange 6 that connects to the upper edge 10 of the rear wall 2.
  • the lower edge 8 is not provided with a flange.
  • the side flanges 7 thus end freely at the bottom, in line with the lower edge 8.
  • the flanges 6, 7 surround the opening 12 of the tray-shaped insertion at three sides.
  • the vertical plane of cross-section M is transverse to the opening.
  • the rear wall 2 is provided with a hole 9 for passage of a water discharge pipe.
  • a hole 9 for passage of a water discharge pipe is provided with a comparable hole 9'.
  • the rear wall 2 is downwardly lengthened in a downwardly extending plate 5, which may serve as ground anchor.
  • the walls 2/5 and 3 are situated between the side walls 4, thus within the spatial contours defined by the side walls 4.
  • the flanges 7 extend beyond them.
  • the bottom wall 3 encloses an angle ⁇ with the upper edge 11 of the side walls 4 of less than 45 degrees, in this case for instance 30 degrees.
  • the angle ⁇ between the rear wall 2 and the bottom wall 3 in this case is approximately 120 degrees.
  • the width B of the insertion in this example is 0.6 m, having a width b1 of flange 7 of 0.10 m and a width b2 of the walls 2/5 and 3 of 0.4 m.
  • the height H of the insertion 1 in this example is 0.7 m, measured parallel to the wall 2/5.
  • the height h1 of the flange 6 is 0.1 m
  • the height h2 of the rear wall 2, without extension plate 5, is 0.4 m
  • the height h3 of the plate 5 is 0.2 m.
  • the diameter of the passage 9 in this example is for instance 82 mm, for a water discharge pipe designed as drainage pipe here and having a diameter of 8 cm.
  • the thickness of the walls can be 10 mm.
  • the walls 2/5, 3 and 4 and flanges 6 and 7 may also be made of plate material and for assembly of the insertion 1 be glued or welded together.
  • the degree of downward projection of the wall 2/5 may differ, depending on the slope incline of the water course in question. The steeper the slope, the longer the projecting length, related to the height of the rear wall 2.
  • the length of projection of the wall section 5 will preferably be at least half the height of the rear wall.
  • the wall section 5, may, considered in a downward direction parallel to said wall section, extend to below the lower edge 8.
  • Figure 2 shows a sand-containing earth body 20 having ground level 21 grown with grass.
  • the earth body 20 is interrupted by a ditch 22, that is bounded by a bottom 24 and slopes 23.
  • the slopes 23 are at an angle ⁇ to the horizontal of approximately 60 degrees.
  • a drainage pipe 15 is accommodated in the earth body 20, which pipe supplies water that is received in the drainage pipe 15 elsewhere at some distance, for instance via drainage holes provided in the pipe 15.
  • a recess is made in the slope 23 using a dipper extending from ground level 21, the recess having a width of approximately 0.4 m, corresponding with a common width of a small excavator bucket of a dipper, see, digging line S.
  • the insertion 1 is placed in the recess, wherein the flangeless lower edge 8 comes to support on the bottom at the location of k.
  • a tilting point is formed for the insertion 1, that can be tilted about it in the direction Q until in the recess.
  • the side walls 4 move just along the side planes of the recess and the plate 5 is pressed into the ground in the tilting motion and the earth abuts the wall 3.
  • the end portion 16 of the drainage pipe 15 laid in a trench is inserted through the hole 9, after which said end portion is supported by the hole edge and with end 17 is receded a few cm with respect to the plane in which the flanges 6, 7 are situated and receded a few cm with respect to the slope.
  • the drainage pipe has a diameter of 8 cm and fits such into the hole 9 that passage of soil through the hole is counteracted.
  • a sealing means such as tape can be used.
  • the flanges 6 and 7 are situated flat on the slope 23, tightly against it. In case of young grass sods on the slope the flange may press against the grass, and the flanges will therefore project slightly from the slope surface. In case of older vegetation it will be removed and the flanges 6, 7 come to lie slightly recessed in the slope.
  • the insertion 1 then bounds a niche N in the slope 23, in its entirety, wherein the rear wall 2 retains soil material and the side walls 4 do the same in a direction perpendicular to the plane of the drawing.
  • the plate 5 functions here as ground anchor against a movement of the insertion 1 towards the water course 22.
  • Water that flows via the drainage pipe 15 in the direction C at a high flow rate is discharged in the direction D to the water course 22.
  • a low flow rate there will rather be more question of seeping, wherein the water falls in the direction E on the downwardly sloping bottom wall 3, and flows down along it in the direction F, depending on the water level.
  • the water in the water course is discharged in direction G.
  • the mowing bar When the slope is mown, the mowing bar will move over the flanges 6 and 7 and not touch the end 17 of the drainage pipe 15.
  • the end portion 16 of the drainage pipe 15 is easily recognizable and easily reachable for inserting a flushing hose therein.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP09012661.6A 2008-10-07 2009-10-07 Entwässerungseinrichtung und Anordnung mit einer solchen Einrichtung Active EP2175071B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL1036027A NL1036027C (nl) 2008-10-07 2008-10-07 Afwatering.

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP12003228 Division-Into 2012-05-03

Publications (2)

Publication Number Publication Date
EP2175071A1 true EP2175071A1 (de) 2010-04-14
EP2175071B1 EP2175071B1 (de) 2016-01-27

Family

ID=40679533

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09012661.6A Active EP2175071B1 (de) 2008-10-07 2009-10-07 Entwässerungseinrichtung und Anordnung mit einer solchen Einrichtung

Country Status (2)

Country Link
EP (1) EP2175071B1 (de)
NL (1) NL1036027C (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1019970A3 (nl) * 2011-05-05 2013-03-05 Emonds Andreas Martinus Drainage inrichting.
US8631815B2 (en) 2011-01-25 2014-01-21 Randal K. VanConett Pump attachment interface providing a fixed link between a pump line coupled to a mobile tank and a line disposed in a reservoir
US9593676B2 (en) 2011-01-25 2017-03-14 Randal K. VanConett Rectangular pump attachment interface providing a portable fixed link between a pump line coupled to a mobile tank and a line disposed in a reservoir
CN106758892A (zh) * 2016-12-19 2017-05-31 中交路桥建设有限公司 一种季冻地区高速公路路堑边坡排水防护方法
US10364564B2 (en) * 2017-11-29 2019-07-30 Xuejie Liu Super drainage system and method for flood control

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0000788A1 (de) * 1977-08-11 1979-02-21 H.H. Robertson Company Stirnwand für Entwässerungsgraben
GB2103675A (en) * 1981-08-04 1983-02-23 John Kenneth Hoare Drainage headwall support
EP0175396A1 (de) * 1984-08-28 1986-03-26 Meizon B.V. Auslaufkonstruktion für Drainagerohre mit die Böschung schützenden Eigenschaften

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0000788A1 (de) * 1977-08-11 1979-02-21 H.H. Robertson Company Stirnwand für Entwässerungsgraben
GB2103675A (en) * 1981-08-04 1983-02-23 John Kenneth Hoare Drainage headwall support
EP0175396A1 (de) * 1984-08-28 1986-03-26 Meizon B.V. Auslaufkonstruktion für Drainagerohre mit die Böschung schützenden Eigenschaften

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8631815B2 (en) 2011-01-25 2014-01-21 Randal K. VanConett Pump attachment interface providing a fixed link between a pump line coupled to a mobile tank and a line disposed in a reservoir
US9593676B2 (en) 2011-01-25 2017-03-14 Randal K. VanConett Rectangular pump attachment interface providing a portable fixed link between a pump line coupled to a mobile tank and a line disposed in a reservoir
BE1019970A3 (nl) * 2011-05-05 2013-03-05 Emonds Andreas Martinus Drainage inrichting.
CN106758892A (zh) * 2016-12-19 2017-05-31 中交路桥建设有限公司 一种季冻地区高速公路路堑边坡排水防护方法
US10364564B2 (en) * 2017-11-29 2019-07-30 Xuejie Liu Super drainage system and method for flood control

Also Published As

Publication number Publication date
EP2175071B1 (de) 2016-01-27
NL1036027C (nl) 2010-04-14

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