EP1182299A2 - Méthode et dispositif pour forer une couverture de trou d'homme - Google Patents

Méthode et dispositif pour forer une couverture de trou d'homme Download PDF

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Publication number
EP1182299A2
EP1182299A2 EP01110929A EP01110929A EP1182299A2 EP 1182299 A2 EP1182299 A2 EP 1182299A2 EP 01110929 A EP01110929 A EP 01110929A EP 01110929 A EP01110929 A EP 01110929A EP 1182299 A2 EP1182299 A2 EP 1182299A2
Authority
EP
European Patent Office
Prior art keywords
manhole cover
milling
cover support
support
manhole
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
EP01110929A
Other languages
German (de)
English (en)
Other versions
EP1182299B1 (fr
EP1182299A3 (fr
Inventor
Jürgen Stehr
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DE20122452U priority Critical patent/DE20122452U1/de
Publication of EP1182299A2 publication Critical patent/EP1182299A2/fr
Publication of EP1182299A3 publication Critical patent/EP1182299A3/fr
Application granted granted Critical
Publication of EP1182299B1 publication Critical patent/EP1182299B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/08—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for roughening or patterning; for removing the surface down to a predetermined depth high spots or material bonded to the surface, e.g. markings; for maintaining earth roads, clay courts or like surfaces by means of surface working tools, e.g. scarifiers, levelling blades
    • E01C23/085—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for roughening or patterning; for removing the surface down to a predetermined depth high spots or material bonded to the surface, e.g. markings; for maintaining earth roads, clay courts or like surfaces by means of surface working tools, e.g. scarifiers, levelling blades using power-driven tools, e.g. vibratory tools
    • E01C23/088—Rotary tools, e.g. milling drums
    • E01C23/0885—Rotary tools, e.g. milling drums with vertical or steeply inclined rotary axis
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E02D29/1445—Tools for positioning or removing cover frames

Definitions

  • the invention relates to a method for free milling a manhole cover and / or a manhole cover support with a round milling head and a device for carrying out of the procedure.
  • manhole covers and manhole cover supports or drilled such that a cylindrical Milling or drilling head the manhole cover and the Manhole cover support milled or drilled. It will be vertical Milled edges generated, and the manhole cover support with the manhole cover is lifted out.
  • Manhole covers are nowadays for larger loads, designed for example up to 40 tons.
  • the entire substructure the shaft is designed for these high loads, in particular for older shafts, not designed. It means that either the entire manhole base can also be replaced must, which is very expensive, or the substructure is not removed, often causing settlement damage occur.
  • the technical problem underlying the invention is a method for milling a manhole cover and / or to specify a manhole cover support at which the disadvantages mentioned do not occur, as well as a Device for performing the method and a Manhole.
  • the manhole cover and / or the manhole cover support with a round milling head, which creates an oblique milling edge, is milled free is with a renovation or with a New construction of the shaft, a hole with an oblique milling edge available, in which a new manhole cover support is inserted becomes.
  • This new manhole cover support is based on the oblique milling edges in the carrier layer of the Road asphalt, so that not the entire load of the Manhole cover support and manhole cover from the substructure is worn, but much of the pressure from that Asphalt or the ground is picked up.
  • the method according to the invention is a remediation of a manhole so possible that the manhole cover and / or the manhole cover support with angled milling edge be milled free.
  • the manhole cover and the manhole cover support are then removed. After that a new manhole cover in the milled opening with the oblique milling edges, and the manhole cover is finally inserted into the manhole cover support.
  • the shaft When the shaft is rebuilt, the shaft is moved into the Road construction introduced. A dummy cover is placed on the shaft assembled, and then the road is paved. Then the blind cover with the invention Device according to the inventive method milled free in such a way that the inclined milling edges arise. Then the manhole cover support inserted with the manhole cover.
  • the application of the method according to the invention in a New shaft construction has the advantage that significantly less Settlement damage occurs as per the state of the Technology-related shafts.
  • a manhole cover support is advantageously used, which also has tapered side surfaces. This ensures an optimal distribution of power to the surrounding asphalt reached.
  • the is particularly advantageous Inclination angle of the tapered side surfaces essentially equal to the angle of inclination of the oblique Milled edges formed. This creates an optimal power distribution on the asphalt base course and Manhole base reached.
  • a mortar is placed in the opening with the sloping edges. It is preferably a high-strength, fast-curing assembly or grouting mortar.
  • This mortar serves two purposes. On the one hand, this creates a non-positive connection between the manhole cover support and the oblique edges of the milled opening. As a result, the manhole cover support is optimally supported on the asphalt support layer. On the other hand, the mortar makes it possible to level the manhole cover when inserting it, so that a flat surface is created at the end and the manhole cover is level with the road surface.
  • the oblique milling edge with a Milling head formed which is also a conical has a tapered shape.
  • the side faces of the milling head, that are tapered are studded with milling chisels.
  • the lower annular rim of the Milling head has additional milling chisels.
  • the milling head according to the invention is on conventional milling devices arranged.
  • This device has a support frame.
  • the Support frame in turn has three support legs to one to achieve a firm stand during the milling process.
  • the Device is on a carrier vehicle, as on one Excavator, backhoe loader or crane arranged.
  • the engine of the Device is powered by a hydraulic system of the carrier vehicle driven.
  • the device has an outer and an inner Lead frame, with the milling head according to the invention the inner guide frame is arranged. This inner one The lead frame is vertical against the outer lead frame displaceable.
  • edge area is large when renovating a shaft damaged, with an additional cone ring the loads on the intact area further out be transmitted.
  • the cone ring has an adapter function on.
  • Fig. 1 shows a device (1), which is conical has tapering milling head (2).
  • the milling head (2) has milling bits (4) on its side surface (3).
  • a lower annular rim (5) also carries Milling chisel (6).
  • the device is an attachment to a carrier vehicle (not shown) trained.
  • the device For this purpose (1) has a suspension (7).
  • the device (1) is supported by three support legs (8, 9, 10).
  • the carrier vehicle (not shown) forms a counter bearing in such a way that a pressure in the direction of the Arrow (A) is exercised during the actual milling process.
  • the device (1) is above a shaft (11) arranged.
  • the shaft (11) is to be renovated, such that a cylindrically shaped manhole cover support (12) with a manhole cover (13) is removed.
  • the shaft (11) has a shaft cone (14).
  • the manhole cover support (12) is in an asphalt support layer (15) and an asphalt surface course (16).
  • the opening (17) has oblique milling edges (18, 19).
  • a mortar (20) is advantageous in the opening (17) a high-strength, fast-hardening grout in turn a manhole cover support (21), such as shown in Fig. 3 is used.
  • the manhole cover support also has tapered side surfaces (22), whose angle of inclination is the angle of inclination the oblique milling edges (18, 19) are adapted.
  • the Manhole cover support (21) is inserted into the mortar (20). On the one hand, this creates the non-positive Connection between the manhole cover support (21) and the Asphalt carrier layer (15). On the other hand, this is a Height compensation possible, so that a flat road surface (23) is formed.
  • the manhole cover support (21) is also on a Substructure (24) from the grout (20). With the Substructure (24) is the actual height compensation.
  • the manhole cover support (21) has a circumferential one Edge (27) on for asphalting in the ceiling exclusion.
  • the manhole cover is placed in the manhole cover support (25) used. Before or after inserting the manhole cover (25) finally becomes a fine layer (26) of asphalt applied to the asphalt support layer (15).
  • the manhole cover support (21) is at an angle has extending side surfaces (22) over the mortar (20) a positive connection with the bevelled edges (18, 19) of the opening (17), the force that on the manhole cover support (21) and manhole cover (25) acts, transferred to the asphalt support layer (15), so that the manhole base (11) with the manhole cone (14) is relieved.
  • the force is divided into one horizontal and a vertical component. simultaneously there is a reduction in horizontal thrust.
  • the method according to the invention is for new road construction to avoid damage caused by subsidence.
  • the method according to the invention can Rehabilitation of manholes and manhole covers at low cost be applied.
  • the repeated, with very high costs associated adjustment or lifting of the manhole cover is not necessary.
  • Fig. 4 shows a shaft (28). Above the shaft (28) is an opening (29) with an oblique design Side surfaces (30) formed. In the opening (29) is a additional cone ring (31) arranged, which has an adapter function for the manhole cover support (32). By the conical formation of the cone ring (31) and Manhole cover supports are in the direction of the arrow (B) forces acting in turn in horizontal and vertical Components divided. Below the cone ring (31) and the manhole cover support (32) is made of a substructure (33) Grouting mortar for leveling the manhole cover support (32) and the conical ring (31) are provided.
  • the asphalt base course (34), the cone ring (31) and the manhole cover support (32) are (partially) with a Cover layer (35) covered with asphalt.
  • the manhole cover (36) is arranged in the manhole cover support (32) in the manhole cover support (32) in the manhole cover (36).
  • FIG. 5 shows the state after the milling process has ended with the milling device according to the explanations Fig. 1 and Fig. 2, partially cut. Same parts are provided with the same reference numbers.

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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)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Road Repair (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
EP20010110929 2000-08-22 2001-05-05 Méthode et dispositif pour forer une couverture de trou d'homme Expired - Lifetime EP1182299B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20122452U DE20122452U1 (de) 2000-08-22 2001-05-05 Schachtdeckelauflage

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10041247 2000-08-22
DE2000141247 DE10041247B4 (de) 2000-08-22 2000-08-22 Verfahren zum Freifräsen eines Schachtdeckels und/oder einer Schachtdeckelauflage sowie Vorrichtung zur Durchführung des Verfahrens

Publications (3)

Publication Number Publication Date
EP1182299A2 true EP1182299A2 (fr) 2002-02-27
EP1182299A3 EP1182299A3 (fr) 2002-11-27
EP1182299B1 EP1182299B1 (fr) 2007-01-10

Family

ID=7653434

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20010110929 Expired - Lifetime EP1182299B1 (fr) 2000-08-22 2001-05-05 Méthode et dispositif pour forer une couverture de trou d'homme

Country Status (4)

Country Link
EP (1) EP1182299B1 (fr)
CZ (1) CZ303301B6 (fr)
DE (2) DE10041247B4 (fr)
PL (1) PL349250A1 (fr)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1357228A1 (fr) * 2002-04-26 2003-10-29 Shiga Sangyo Kabushiki Kaisha Méthode pour remplacer un cadre de regard
WO2005085536A1 (fr) * 2004-02-17 2005-09-15 Davis Richard B Adaptation de trappes d'acces a une installation
WO2011121369A1 (fr) * 2010-03-30 2011-10-06 Dimitrios Tsouvalas Procédé rapide de restauration de bouche d'égout sur une route en asphalte
EP2397609A2 (fr) 2010-06-18 2011-12-21 Buderus Kanalguss GmbH Procédé de coulée d'un couvercle de logement, masse de remplissage et utilisation de la masse de remplissage dans un procédé de coulée d'un couvercle de logement
DE202011000182U1 (de) 2011-01-25 2012-01-30 Buderus Kanalguss Gmbh Straßenaufsatz
EP2767374A1 (fr) * 2013-02-19 2014-08-20 Geoplan Swiss AG Dispositif de fraisage de puits
CN106978775A (zh) * 2017-03-08 2017-07-25 河南师范大学 一种道路施工用磨平装置
FR3051489A1 (fr) * 2016-05-20 2017-11-24 Philippe Nackna Procede de pose ajustee d'une couverture d'un regard d'ouvrage en chaussee et dispositif de couverture adapte
EP3719209A2 (fr) 2019-04-02 2020-10-07 Simex S.r.l. Ensemble d'excavation et machine d'exploitation comprenant ledit ensemble
CN112031111A (zh) * 2020-09-09 2020-12-04 烟台智汇港科技创新有限公司 石筑式内涝降水位道路结构及其施工和应用方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10306142B3 (de) * 2003-02-14 2004-12-16 Hobas Engineering Gmbh Verfahren zur Sanierung eines Abwasserschachtes
DE20303209U1 (de) 2003-02-26 2003-07-03 Reißmann, Uwe, 08321 Zschorlau Vorrichtung zum Herstellen kreisrunder Öffnungen in Straßendecken für Schachtabdeckungen
DE102010016624A1 (de) 2010-04-23 2011-10-27 Buderus Kanalguss Gmbh Selbstnivellierender Schachtabdeckungsrahmen
RU2453661C2 (ru) * 2010-08-31 2012-06-20 Закрытое акционерное общество "К-СТРОИТЕЛЬ" Способ замены опорной плиты колодца в проезжей части автомобильных дорог
DE102019008883A1 (de) * 2019-12-19 2021-06-24 Markus Riedlberger EINSATZRING FÜR EINEN STRAßENBELAG UND VERFAHREN ZUM BILDEN EINES STRAßENBELAGS

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4326000A1 (de) * 1993-08-03 1995-02-09 Srt Rock Tools Handels Und Pro Stiftbohrkrone für das schlagende Bohren
US5522646A (en) * 1992-09-14 1996-06-04 Bo Ravnbaek Zaccho Apparatus for cutting free manhole casings in coatings
EP0796950A1 (fr) * 1996-03-22 1997-09-24 Paul-Gerd Stellmach Méthode et dispositif pour remplacer un cadre de regard disposé dans un revêtement d'asphalte
DE29823787U1 (de) * 1998-03-18 1999-11-25 Stehr, Jürgen, 36318 Schwalmtal Vorrichtung zum Fräsen oder Bohren
EP1048787A2 (fr) * 1999-04-27 2000-11-02 Gudrun Mietz Dispositif et procédé pour la réparation ou le remplacement des éléments de revêtements en enrobés bitumineux

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CS264394B1 (cs) * 1987-12-07 1989-07-12 Miroslav Kvapilik Vo zovková fré zka
DE4027863C2 (de) * 1990-09-03 1998-10-22 Erhard Beck Einlegering für Schachtabdeckungen
DE19811638C2 (de) * 1998-03-18 2000-05-11 Juergen Stehr Vorrichtung zum Fräsen oder Bohren

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5522646A (en) * 1992-09-14 1996-06-04 Bo Ravnbaek Zaccho Apparatus for cutting free manhole casings in coatings
DE4326000A1 (de) * 1993-08-03 1995-02-09 Srt Rock Tools Handels Und Pro Stiftbohrkrone für das schlagende Bohren
EP0796950A1 (fr) * 1996-03-22 1997-09-24 Paul-Gerd Stellmach Méthode et dispositif pour remplacer un cadre de regard disposé dans un revêtement d'asphalte
DE29823787U1 (de) * 1998-03-18 1999-11-25 Stehr, Jürgen, 36318 Schwalmtal Vorrichtung zum Fräsen oder Bohren
EP1048787A2 (fr) * 1999-04-27 2000-11-02 Gudrun Mietz Dispositif et procédé pour la réparation ou le remplacement des éléments de revêtements en enrobés bitumineux

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1357228A1 (fr) * 2002-04-26 2003-10-29 Shiga Sangyo Kabushiki Kaisha Méthode pour remplacer un cadre de regard
US6799921B2 (en) 2002-04-26 2004-10-05 Shiga Sangyo Kabushiki Kaisha Manhole cover/frame exchange method
WO2005085536A1 (fr) * 2004-02-17 2005-09-15 Davis Richard B Adaptation de trappes d'acces a une installation
WO2011121369A1 (fr) * 2010-03-30 2011-10-06 Dimitrios Tsouvalas Procédé rapide de restauration de bouche d'égout sur une route en asphalte
EP2397609A2 (fr) 2010-06-18 2011-12-21 Buderus Kanalguss GmbH Procédé de coulée d'un couvercle de logement, masse de remplissage et utilisation de la masse de remplissage dans un procédé de coulée d'un couvercle de logement
DE102010017472A1 (de) 2010-06-18 2011-12-22 Buderus Kanalguss Gmbh Verfahren zum Vergießen einer Schachtabdeckung, Vergussmasse und Verwendung der Vergussmasse in einem Verfahren zum Vergießen einer Schachtabdeckung
DE202011000182U1 (de) 2011-01-25 2012-01-30 Buderus Kanalguss Gmbh Straßenaufsatz
EP2505721A1 (fr) 2011-01-25 2012-10-03 Buderus Kanalguss GmbH Chapiteau de route
EP2767374A1 (fr) * 2013-02-19 2014-08-20 Geoplan Swiss AG Dispositif de fraisage de puits
CH707645A1 (de) * 2013-02-19 2014-08-29 Geoplan Swiss Ag Schachtfräsenvorrichtung.
FR3051489A1 (fr) * 2016-05-20 2017-11-24 Philippe Nackna Procede de pose ajustee d'une couverture d'un regard d'ouvrage en chaussee et dispositif de couverture adapte
CN106978775A (zh) * 2017-03-08 2017-07-25 河南师范大学 一种道路施工用磨平装置
EP3719209A2 (fr) 2019-04-02 2020-10-07 Simex S.r.l. Ensemble d'excavation et machine d'exploitation comprenant ledit ensemble
CN112031111A (zh) * 2020-09-09 2020-12-04 烟台智汇港科技创新有限公司 石筑式内涝降水位道路结构及其施工和应用方法

Also Published As

Publication number Publication date
PL349250A1 (en) 2002-02-25
EP1182299B1 (fr) 2007-01-10
CZ303301B6 (cs) 2012-07-25
CZ20013033A3 (cs) 2002-06-12
EP1182299A3 (fr) 2002-11-27
DE10041247A1 (de) 2002-04-04
DE50111835D1 (de) 2007-02-22
DE10041247B4 (de) 2004-02-05

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