EP2128344B1 - Verfahren zur Erneuerung der Oberflächenbeschichtung um Brunnenränder - Google Patents

Verfahren zur Erneuerung der Oberflächenbeschichtung um Brunnenränder Download PDF

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Publication number
EP2128344B1
EP2128344B1 EP09161425A EP09161425A EP2128344B1 EP 2128344 B1 EP2128344 B1 EP 2128344B1 EP 09161425 A EP09161425 A EP 09161425A EP 09161425 A EP09161425 A EP 09161425A EP 2128344 B1 EP2128344 B1 EP 2128344B1
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EP
European Patent Office
Prior art keywords
well
curb
around
compressible device
renovation
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Application number
EP09161425A
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English (en)
French (fr)
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EP2128344A1 (de
Inventor
Bjarne Henning Poulsen
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Individual
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Individual
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Priority to PL09161425T priority Critical patent/PL2128344T3/pl
Publication of EP2128344A1 publication Critical patent/EP2128344A1/de
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Publication of EP2128344B1 publication Critical patent/EP2128344B1/de
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers
    • E02D29/1409Covers for manholes or the like; Frames for covers adjustable in height or inclination
    • 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
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road

Definitions

  • the present invention relates to a method for renovation of surface dressings around well curbs.
  • well curb is to be understood as a curb, which is a part of covering of a well, shaft or the like.
  • a well-known way of fitting is to place the lower edge of the well curb on the top edge of the well or shaft, in such a way that the well is carrying the majority or all of the weight of the curb and cover.
  • the surface dressing e.g. ordinary road surfaces as asphalt, is in this case not directly connected to the well curb.
  • the well curb is positioned with a clearance in the related well or shaft.
  • These well curbs will in the following be referred to as floating well curbs.
  • Well curbs of the floating kind avoid the above problem in that these are connected to or are resting on the actual road surface.
  • a floating curb is not connected to the well.
  • the main part or the entire weight of the curb is thus carried by the road or road surface. This means that the curb will sink or level together with the road surface.
  • the area around the well curb is typically renovated by lifting the well curb, whereafter all material, which has settled around the opening in the road surface, e.g. asphalt, is removed.
  • an installation frame is positioned where the well curb will be lying afterwards.
  • the excavated area is filled with new asphalt and then the installation frame is removed and the well curb is positioned.
  • the well curb might be rolled into the covering layer.
  • the disadvantage of this method is that it is time consuming and costly. Furthermore, the problems with settling will return and thus it will be necessary to perform this type of renovation regularly.
  • Internatonal patent application WO 99/29968 relates to a method for raising a manhole ring to a desired elevation relative to a pavement surface around a manhole excavation.
  • a tubular form is placed on an upper surface of a concrete manhole cone in the excavation.
  • the tubular form extends above the cone and coaxial with the cone.
  • the tubular form is then trimmed so that a top edge is parallel to and below a pavement surface around the excavation.
  • a manhole ring is placed atop the tubular form so that the manhole lower flange rests on and is supported by the trimmed top edge of the tubular form.
  • concrete is poured around the outer surfaces of the tubular form and the manhole ring.
  • the new and unique whereby this is achieved according to the present invention consist in that a method is provided for renovation of surface dressings around well curbs, where the method comprises a lifting of the well curb to a first position, placement of a compressible device around the well curb, lowering of the well curb to a second position so that the compressible device is abutting an upper edge of a well, injection of a casting material into the cavity between the surface dressing and a filling around the well, and lowering of the well curb to a final third position.
  • the invention further relates to use of the method according to the present invention for renovation of surface dressings around floating well curbs.
  • a collector may be mounted in the upper part of the well before the method according to the present invention is initiated.
  • the existing curb is raised to a first position, e.g. by use of a suited lifting device, which secures that the surface dressing around the curb is not damaged or looses stability.
  • the curb may then, if necessary, be cleaned of remains of surface dressing or rust.
  • the existing surface dressing can be cleaned of loose flakes or other removable material. This can for example be done by use of a pneumatic chisel or by compressed air. If the surface dressing is wet it can be dried by an appropriate device, e.g. a gas burner.
  • a compressible device is positioned around the curb.
  • the compressible device can e.g. be a ring or a frame of foam rubber. It is important that the shape of the compressible device fits the concerned curb, i.e. if it is a curb with a circular cross section a ring-shaped compressible device is used. If on the other hand it is a curb with a square cross section a square-frame-shaped compressible device is used.
  • the object of the compressible device is to ensure a packing between the curb and the upper edge of the well. By means of this packing it is avoided that casting material floats into the well. A further advantage is found in that the compressible device prevents that the curb is cast to the upper edge of the well.
  • the curb with the positioned compressible device is then lowered to a second position so that the compressible device is abutting the upper edge of the well.
  • Said second position can for example be around 20 mm above the surface level, e.g. the road level. In this example the upper edge of the curb will thus project 20 mm above the road level.
  • a casting material is injected into the cavity between the surface dressing and the filling around the well.
  • the casting material is liquid, e.g. a liquid asphalt based composition.
  • the curb is thus lowered to a permanent third position, which is the same as the final port-renovation-position. This further lowering is possible even though the compressible device already is abutting the upper edge of the well, because the device around the well curb is compressible.
  • the curb is kept in this position until the casting material has hardened.
  • the lifting device can be dismounted. Excess casting material may be removed and the transition between the surface and the renovated area may if necessary be applied a suitable hardening agent.
  • An advantage of the method according to the present embodiment is that a full depositing between the surface, e.g. asphalt, and the well curb is ensured. Furthermore, the method results in that the existing surface, e.g. roadway, is maintained around the well curb, which prevents subsequent settlements of the area.
  • the method according to the present invention is significantly faster than already known renovation methods.
  • the compressible device can thus be made of a biologically degradable material.
  • the compressible device is a ring or a frame, which is made of a material comprising at least one natural or synthetic polymer.
  • a material comprising at least one natural or synthetic polymer.
  • polymers comprise rubber, foam rubber, butyl rubber, silicone rubber, poly butadiene, poly isobutylene, polyurethane and polyurethane foam.
  • the compressible device is inflatable. This can be implemented by means of a ring or a tube, which can be inflated by compressed air or by a fluid.
  • the casting material comprises an asphalt based composition, e.g. the asphalt for repairing "Vergumix Super Mak” from the company Vergutech Scandinavien, Digemosevej 1, DK-4340 T ⁇ ll ⁇ se.
  • the lifting and lowering of the well curb is done by means of a lifting apparatus, e.g. the hydraulic well curb lifting device "MSRH-50" from the company Hans Joch Machinenbau GmbH, Reiffeisenstrasse 63, D-74906 Bad Rappenau, Germany.
  • a lifting apparatus e.g. the hydraulic well curb lifting device "MSRH-50" from the company Hans Joch Machinenbau GmbH, Reiffeisenstrasse 63, D-74906 Bad Rappenau, Germany.
  • the compressible device comprises at least one biologically degradable material.
  • the area 1 around a well curb 2 of the floating kind, as shown in figure 1 comprises a well curb 2 with a matching cover 3. Furthermore a surface dressing 4 is shown, e.g. a road layer as asphalt, which defines a surface level 11.
  • a surface dressing 4 is shown, e.g. a road layer as asphalt, which defines a surface level 11.
  • the well curb 2 has a flange 6 resting on the surface dressing 4.
  • the well curb 2's lower part 7, which for example can be shaped as a cylindrical casing, is introduced through opening 5 into an opening 8 of a well 9.
  • the opening 8 can e.g. have a circular cross section.
  • Around the well 9 is formed a filling 17.
  • the filling 17 is surrounded by soil 19.
  • Below the surface dressing 4 is a base 18.
  • Between the outer side of the well curb 2's lower part 7 and the well opening 8's inner side 15 is a air gap 10 which cause the well curb 2 to hang or "float" freely.
  • the air gap 10
  • Figure 2 shows a situation where the well curb 2's upper edge has sunk below the original surface level 11 of the surface dressing 4. This is due to settling and/or erosion of the surface dressing 4. It is surface dressings 4 in such a condition that need renovation by means of the method according to the present invention.
  • Figure 3 shows the same area as in figure 2 .
  • the difference is that the well curb 2 in figure 3 has been lifted up to a first position which allows the placement of a compressible device 12 around the well curb 2's lower part 7.
  • the lifting can for example be carried out by means of a suitable machine (not shown).
  • the compressible device 12 can e.g. be a rubber foam ring.
  • the compressible device 12 can e.g. be shaped and positioned in such a way that it is abutting the well 9's upper edge 13 when the well curb 2 is lowered to the second position, as shown in figure 4 .
  • the lowering is e.g. carried out by a suitable machine.
  • the compressible device 12 is as mentioned abutting the well 9's upper edge 13 (the upper edge is shown in the Figures 1 - 3 ) which permits injection of a casting material 14 (shown in figure 5 ) into the cavity 16 between the surface dressing 4 and the filling 17 around the well 9, without the casting material 14 spills into the air gap 10 between the outer side of the well curb 2's lower part 7 and the well opening 8's inner side 15.
  • the vertical level of the well curb 2 is a little above its final level and than the surface level 11. This makes it easier to inject the casting material 14.
  • the thickness of the compressible device 12 is sufficient to cover the border area between the well 9's upper edge 13 and the surrounding filling 17. Hereby it is avoided that the well curb 2 is cast to the well 9's upper edge 13.
  • the last step in the method according to the present invention is shown in figure 5 .
  • the well curb 2 is lowered to its final position, which equals the original position shown in figure 1 .
  • the well curb is still carried by e.g. a machine (not shown), until the casting material 14 has hardened. If the casting material 14 is a fluid material, as e.g. two component asphalt emulsion, it also implies that the lowering of the well curb 2 from its second position to its third final position must happen before the fluid material has hardened.
  • the compressible device 12 is been compressed in its vertical direction, i.e. upset.
  • the renovation area comprises more layers than shown in figures 1 - 5 , such as a base or a wearing course.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Road Repair (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Road Paving Structures (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • General Preparation And Processing Of Foods (AREA)

Claims (8)

  1. Verfahren zur Erneuerung der Oberflächenbeschichtung (4) um Brunnenränder (2), wobei das Verfahren eine Heben des Brunnenrands (2) in eine erste Position umfasst, dadurch gekennzeichnet, dass das Verfahren weiter aufweist:
    - Anordnung eines kompressiblen Mittels (12) um den Brunnenrand (2),
    - Absenken des Brunnenrands (2) in eine zweite Position, sodass das kompressible Mittel (12) an die obere Kante (13) eines Brunnens (9) angrenzt,
    - Injektion eines Gussmaterials (14) in den Hohlraum (16) zwischen der Oberflächenbeschichtung (4) und einer Füllung (17) um den Brunnen (9), und
    - Absenken des Brunnenrands (2) in eine endgültige dritte Position.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, dass das kompressible Mittel (12) ein Ring oder ein Rahmen ist, der aus einem Material gebildet ist, das wenigstens ein natürliches oder synthetisches Polymer umfasst.
  3. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das kompressible Mittel (12) aufblasbar ist.
  4. Verfahren nach einem der Ansprüche 1 - 3, dadurch gekennzeichnet, dass das Gussmaterial (14) eine auf Asphalt basierende Zusammensetzung aufweist.
  5. Verfahren nach einem der Ansprüche 1 - 4, dadurch gekennzeichnet, dass das Heben und Absenken des Brunnenrands durch ein Hebegerät erfolgt.
  6. Verfahren nach einem der Ansprüche 1 - 5, dadurch gekennzeichnet, dass die Dicke des kompressiblen Mittels (12) zum Bedecken des Grenzbereichs zwischen der oberen Kante (13) des Brunnens (9) und der umliegenden Füllung (17) ausreichend ist.
  7. Verfahren nach einem der Ansprüche 1 - 6, dadurch gekennzeichnet, dass das Mittel wenigstens ein biologisch abbaubares Material aufweist.
  8. Verwendung des Verfahrens nach einem der Ansprüche 1 - 7 zur Erneuerung der Oberflächenbeschichtung um schwimmende Brunnenränder.
EP09161425A 2008-05-30 2009-05-28 Verfahren zur Erneuerung der Oberflächenbeschichtung um Brunnenränder Active EP2128344B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09161425T PL2128344T3 (pl) 2008-05-30 2009-05-28 Sposób renowacji nawierzchni wokół kołnierzy studzienek

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DK200800741A DK176838B1 (da) 2008-05-30 2008-05-30 Fremgangsmåde til renovering af overfladebelægninger omkring bröndkarme, og en komprimerbar indretning til brug i fremgangsmåden

Publications (2)

Publication Number Publication Date
EP2128344A1 EP2128344A1 (de) 2009-12-02
EP2128344B1 true EP2128344B1 (de) 2011-12-14

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EP09161425A Active EP2128344B1 (de) 2008-05-30 2009-05-28 Verfahren zur Erneuerung der Oberflächenbeschichtung um Brunnenränder

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EP (1) EP2128344B1 (de)
AT (1) ATE537303T1 (de)
DK (2) DK176838B1 (de)
PL (1) PL2128344T3 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2459909C2 (ru) * 2010-10-28 2012-08-27 Павел Иванович Белоконь Способ поднятия дорожных люков при строительстве дорог
JP5916435B2 (ja) * 2012-02-29 2016-05-11 日本鋳鉄管株式会社 地下構造物用蓋構造
NO339801B1 (no) 2014-10-20 2017-01-30 Eirik Strand Fremgangsmåte for installasjon av en kum, samt forskalingsring for dette formål
NO340391B1 (no) 2015-12-23 2017-04-10 Eirik Strand Overgangsramme

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK4340C (da) 1901-11-04 Rasmus Albert Christophersen Lænestol.
US4029425A (en) * 1975-07-10 1977-06-14 Pelsue Thurman A Manhole extension
US4050839A (en) * 1976-08-27 1977-09-27 Vollmar Ronald D Process for raising manholes
CA1232483A (en) * 1983-11-14 1988-02-09 Francis Lebaron Method of and apparatus for adjustably leveling manhole covers, grates and the like
EP0300829A1 (de) * 1987-07-23 1989-01-25 Harold Moses Bowman Schachtabdeckungsunterlage mit verstärkter Haftfestigkeit
US5299884A (en) * 1991-09-10 1994-04-05 Poly-Tec Products, Inc. Water lock method and apparatus
JPH08284243A (ja) * 1995-04-12 1996-10-29 Mitsubishi Plastics Ind Ltd 汚水桝の掃除口
DE19609776C2 (de) * 1996-03-13 1999-08-12 Reinhold Neider Verfahren zum Setzen von Schachtabdeckungen und Schachtabdeckung
US6161985A (en) * 1997-12-11 2000-12-19 Vernon W. Hinkle Manhole collar assembly

Also Published As

Publication number Publication date
EP2128344A1 (de) 2009-12-02
PL2128344T3 (pl) 2012-07-31
DK2128344T3 (da) 2012-03-26
ATE537303T1 (de) 2011-12-15
DK176838B1 (da) 2009-11-30

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