EP0241803A2 - Procédé et dispositif pour déposer du canevas pour armer les revêtements liés par du bitume des routes ou similaires - Google Patents

Procédé et dispositif pour déposer du canevas pour armer les revêtements liés par du bitume des routes ou similaires Download PDF

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Publication number
EP0241803A2
EP0241803A2 EP87104738A EP87104738A EP0241803A2 EP 0241803 A2 EP0241803 A2 EP 0241803A2 EP 87104738 A EP87104738 A EP 87104738A EP 87104738 A EP87104738 A EP 87104738A EP 0241803 A2 EP0241803 A2 EP 0241803A2
Authority
EP
European Patent Office
Prior art keywords
paver
fabric
laying device
web
support sleeve
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
EP87104738A
Other languages
German (de)
English (en)
Other versions
EP0241803B1 (fr
EP0241803A3 (en
Inventor
Peter Mohr
Karl Dr Huesker-Stiewe
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.)
Huesker Synthetic GmbH and Co
Original Assignee
Huesker Synthetic GmbH and Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Huesker Synthetic GmbH and Co filed Critical Huesker Synthetic GmbH and Co
Publication of EP0241803A2 publication Critical patent/EP0241803A2/fr
Publication of EP0241803A3 publication Critical patent/EP0241803A3/de
Application granted granted Critical
Publication of EP0241803B1 publication Critical patent/EP0241803B1/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
    • E01C23/04—Devices for laying inserting or positioning reinforcing elements or dowel bars with or without joint bodies; Removable supports for reinforcing or load transfer elements; Devices, e.g. removable forms, for making essentially horizontal ducts in paving, e.g. for prestressed reinforcements
    • 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
    • E01C23/03—Arrangements for curing paving; Devices for applying curing means; Devices for laying prefabricated underlay, e.g. sheets, membranes; Protecting paving under construction or while curing, e.g. use of tents
    • 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
    • E01C23/065—Recycling in place or on the road, i.e. hot or cold reprocessing of paving in situ or on the traffic surface, with or without adding virgin material or lifting of salvaged material; Repairs or resurfacing involving at least partial reprocessing of the existing paving
    • 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
    • E01C2301/00—Machine characteristics, parts or accessories not otherwise provided for
    • E01C2301/02—Feeding devices for pavers
    • E01C2301/08—Pushing devices for lorries

Definitions

  • the invention is based on a method for laying mesh fabric for reinforcing bitumen-bound ceilings from streets or the like, in which, after the formation of a planum of a bituminous base layer, a, for example, 200 m long web of mesh fabric is laid on the planum, the beginning of the a fabric sleeve, which is wound transversely to the production device, is fixed against the formation and the fabric sheet is unwound from the support sleeve while moving the support sleeve in the production direction, and the mixed material is applied to the laid mesh fabric to form the ceiling by means of a paver, the one equipped with a trolley
  • the paver in the production direction behind the carriage has a screed that distributes and releases the mix over the production width and push rollers in front of the carriage for the trucks that bring the mix to the paver.
  • the entire length of the fabric of the lattice fabric is laid by unwinding from the support sleeve and rolling it onto the surface of a bituminous base layer. Thereafter, the fabric web is fixed at the beginning and optionally at its side edges, for example by driving in wide-headed nails, against the formation. Then the laid mesh fabric is run over by the paver as well as by the trucks transporting the mix to produce the ceiling to the paver. In this case, stresses on the laid grid fabric occur that are so large that despite the fixation of the grid fabric along its length Significant distortions and distortions of the mesh fabric occur on the side edges. Also, if the truck transporting the mix too violently starts or brakes, the grid path is not only shifted and discarded, but sometimes also torn.
  • nonwoven webs have also been proposed for reinforcing road surfaces. It is also conceivable that net-like structures can be used instead of lattice fabrics.
  • the present invention has for its object to avoid these disadvantages of the known method for laying in particular fabrics or other textile fabrics for reinforcing bitumen-bound road surfaces or the like and to provide a method and a device in which the laid fabric, fleece or the like no longer is exposed to the stresses described.
  • this object is achieved according to the invention in that the textile web is unwound during the production of the cover layer from the support sleeve which is located between the push rollers and the screed of the paver and is moved together with the paver in the direction of production.
  • the support sleeve with the wound-up lattice fabric can be arranged between the screed and the undercarriage in a paver whose chassis is a chain undercarriage, or else between the undercarriage and the push rollers.
  • the installed mesh fabric is run over by the chain paver of the paver, but these strains are considerably lower than the strains that come from the mixed material to the paver Trucks and empty trucks moving away again from the paver.
  • the ends of the support sleeve emerging from the fabric roll or bearing pins which can be inserted into the support sleeve can be received from open-top bearings.
  • the laying device In order to be able to align the fabric sheet, particularly when two fabric sheets overlap one another, with respect to the longitudinal axis of the paver, the laying device should be wider than the widest fabric sheet to be laid, so that the fabric roll to be picked up by the laying device can be aligned within this device with respect to the longitudinal axis of the paver.
  • the laying device on the paver it is also possible to arrange the laying device on the paver to be displaceable and lockable.
  • the laying device is provided with a brake roller which is adjustable in its braking action.
  • This brake roller can be provided with teeth or spikes that engage in the mesh fabric.
  • the brake roller can also work together with a counter roller, so that the fabric web is passed between these two rollers in a clamping manner.
  • a signal device which responds to labels which are attached in the end area of each mesh fabric. These marks can be attached 10 m before the end of the fabric web and consist of an electrically conductive or a magnetic material, so that the alarm is triggered by an electrical contact caused thereby or by a magnetically responsive sensor.
  • the laying device can also be equipped with measuring wheels which engage in the web of fabric to be removed, which indicate the length of the web of web laid in each case and thus also report in good time when a new fabric roll must be used.
  • the laying device So that a crease-free laying of the mesh fabric is also possible in curves, it is further proposed to equip the laying device with a cutting device which cuts the fabric web depending on the curvature of the road surface to be reinforced from the left or also from the right side.
  • FIG. 1 and 2 show the laying of a fabric web 2 wound up to form a fabric roll 3 for reinforcing a bitumen-bound ceiling 4 of a road, in which, after producing a level 1 of a bituminous base layer, a 200 to 300 m long web of a mesh fabric by means of a paver 5 the level 1 is relocated.
  • the paver 5 is equipped with a carriage 6 with which it can be moved in the production direction on the subgrade 1 of the base layer. Behind the undercarriage 6 is a screed 7 which distributes and releases the mix over the production width.
  • the mix is brought by truck 10 to the paver and tipped there into a receptacle 9.
  • the truck 10 is pushed in the production direction by push rollers 8 arranged on the front of the paver 5 and pressing against the rear vehicle wheels.
  • the paver 5 is provided with a laying device 11 which is provided with a bearing for the fabric roll 3 or its support sleeve 12, in which the support sleeve 12 is rotatable about an axis parallel to the longitudinal axis of the screed 7 is.
  • the laying device 11 is provided with at least one pressure roller 14 pressing the fabric web 2 onto the level 1 of the bituminous base layer.
  • This pressure roller 14 consists either of an elastic material, so that the fabric web 2 can be reliably pressed onto an arched or kinked flat surface 1 can, or the pressure roller is composed of several, arranged side by side and independently pressable rollers.
  • the laying device 11 is further provided with a tensile force exerted on the unwound web 2 brake roller 15, the braking force is adjustable.
  • the brake roller 15 is provided with spikes or teeth which engage in the mesh fabric 2 to be installed.
  • This brake roller 15 can also be used as a measuring wheel of a length measuring device, which indicates the length of the fabric web that has been laid.
  • the braking force of this brake roller 15 is adjustable so that an adjustable tensile force can be given up between the brake roller 15 and the fabric already under the ceiling 4, which tensions the mesh fabric in the direction of manufacture. So that the tissue pressed on by the pressure roller 14 is as wide as possible, a spreading device 17 is also arranged on the laying device, which stretches the fabric web 2 transversely to the production direction.
  • This spreading device consists, in particular, of inclined rollers arranged in the edge regions, which are provided with spikes, needles, bristles or grooves for taking and spreading the fabric.
  • the spreader rolls can also be made of hard rubber or plastic and have grooves running in a helical shape.
  • the spreading device 17 is arranged directly in front of the brake roller 15 provided with spikes or teeth.
  • the laying device in the paver according to FIGS. 3 and 4 has a chassis 20 which is held on the paver in a displaceable and lockable manner transversely to the longitudinal axis of the paver 5.
  • This chassis 20 can be drawer-like on guide rails 24 of the paver. In this way, the fabric web to be laid can be aligned transversely to the direction of production.
  • a hinged protective wall 26 is arranged on the chassis 20 of the laying device 11 and can be opened to insert a fabric roll 3.
  • the laying device 11 is connected via the strips 24 to the support arms 22, which can be raised by means of a lifting cylinder 21 for lifting the screed 7.
  • the laying device 11 can also be arranged between the push rollers 8 and the undercarriage 6 of the paver 5.
  • the installed grid fabric is run over by the undercarriage 6 of the paver 5, but there are fewer structural problems with the arrangement of the laying device 11 and the refilling of the laying device with a fabric roll 3 is simplified.
  • the parts of the laying device are arranged within a frame 30 which is articulated on the front of the paver 5 so as to be pivotable about an axis running transversely to the production direction.
  • This frame 30 is supported by the pressure roller 14 against the level 1.
  • the push rollers 8 are arranged.
  • a bridging conveyor chute 31 is provided, which bridges the increased distance between the approaching trucks and the front of the paver 5.
  • the conveyor chute 31 can be height-adjustable by means of a hydraulic cylinder 32.
  • the brake roller 15 works together with a counter roller 16. These two rollers lie against one another with a prestress. At least one of the two rollers is braked.
  • the laying device 11 is also equipped with a cutting device 18, which is composed of a cutting table 19 and a cutting knife 33 which can be moved transversely to the fabric web 2.
  • a cutting device 18 which is composed of a cutting table 19 and a cutting knife 33 which can be moved transversely to the fabric web 2.
  • the laying device 11 according to FIG. 6 has two parallel shafts 34 and 35 on which the fabric roll 3 is mounted such that it can be unrolled.
  • the paver can also be designed as a so-called repaver or reformer, provided that the laying device is arranged in front of the screed.
  • the fabric web should be guided via lateral guides and driven by spiked rollers, spreader rollers or the like so that the tissue remains in its guide after the tissue has been cut.
  • a transverse stiffening is attached to the beginning of the fabric web, which is formed by a sheet or plastic strip or a tongue which enables the wide fabric web to be passed over the various rollers without difficulty.
  • This transverse stiffening also serves to fix the beginning of the fabric sheet in relation to the level 1.
EP87104738A 1986-04-10 1987-03-31 Procédé et dispositif pour déposer du canevas pour armer les revêtements liés par du bitume des routes ou similaires Expired - Lifetime EP0241803B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19863612131 DE3612131A1 (de) 1986-04-10 1986-04-10 Verfahren und vorrichtung zum verlegen von gittergewebe zum bewehren von bitumengebundenen decken von strassen oder dergleichen
DE3612131 1986-04-10

Publications (3)

Publication Number Publication Date
EP0241803A2 true EP0241803A2 (fr) 1987-10-21
EP0241803A3 EP0241803A3 (en) 1988-08-03
EP0241803B1 EP0241803B1 (fr) 1990-11-07

Family

ID=6298417

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87104738A Expired - Lifetime EP0241803B1 (fr) 1986-04-10 1987-03-31 Procédé et dispositif pour déposer du canevas pour armer les revêtements liés par du bitume des routes ou similaires

Country Status (2)

Country Link
EP (1) EP0241803B1 (fr)
DE (2) DE3612131A1 (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0387114A1 (fr) * 1989-03-10 1990-09-12 Screg Routes Et Travaux Publics Dispositif pour la pose sur une route d'au moins une bande de revêtement textile
US5501840A (en) * 1991-08-05 1996-03-26 Dideco S.R.L. Multilumen tubing for centrifugal blood separator
WO1997019226A1 (fr) * 1995-11-19 1997-05-29 Clark-Schwebel, Inc. Element de renforcement structurel et utilisation dudit renforcement pour renforcer un produit
NL1007903C2 (nl) * 1997-12-24 1999-06-30 Wth Vloerverwarming B V Inrichting voor het opwekken van duurzame energie en werkwijze voor het vormen daarvan.
US6174483B1 (en) 1997-05-07 2001-01-16 Hexcel Cs Corporation Laminate configuration for reinforcing glulam beams
US6231946B1 (en) 1999-01-15 2001-05-15 Gordon L. Brown, Jr. Structural reinforcement for use in a shoe sole
EP2292843A1 (fr) * 2009-07-25 2011-03-09 Centrum dopravniho vyzkumu, v.v.i. Dispositif pour la pose d'un renfort géosysnthétique et procédé de pose
WO2011042130A1 (fr) * 2009-10-05 2011-04-14 Heiden Labor für Baustoff- und Umweltprüfung GmbH Procédé et dispositif permettant d'armer une superstructure de voie de circulation
CZ302926B6 (cs) * 2009-07-27 2012-01-18 Centrum dopravního výzkumu, v.v.i. Zarízení na kladení geosyntetik a zpusob kladení geosyntetik
EP2511420A1 (fr) * 2011-04-15 2012-10-17 Tony Duffy Engineering, Ltd. Consolidation et renforcement de route pendant un processus de recyclage
US20180258594A1 (en) * 2017-03-03 2018-09-13 Pavegard Products Inc. Paving machine membrane dispenser
CN111364335A (zh) * 2018-04-26 2020-07-03 曾庆发 一种道路施工用混凝土养护装置及方法
EP3822412A1 (fr) * 2019-11-15 2021-05-19 Korea Institute Of Civil Engineering And Building Technology Appareil de revêtement routier en béton renforcé par des textiles et procédé de réparation de revêtement routier en béton au moyen d'un appareil

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH678539A5 (fr) * 1989-02-03 1991-09-30 Ccp Construction And Chemical
DE29514574U1 (de) * 1995-09-11 1997-01-23 Heilit & Woerner Bau Ag Vorrichtung zum Verlegen von Längsbewehrungselementen auf einem Untergrund
EP2527534B1 (fr) 2011-05-24 2015-09-02 Joseph Vögele AG Dispositif de poussée

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1424169A (en) * 1921-05-13 1922-08-01 Koehring Co Machine for laying reenforcing for concrete pavement
US1540901A (en) * 1921-03-26 1925-06-09 Koehring Co Apparatus for laying reenforced concrete
US1546107A (en) * 1921-03-26 1925-07-14 Koehring Co Machine for laying reenforced concrete roads
EP0136822A2 (fr) * 1983-09-06 1985-04-10 Mounque Barazone Dispositif pour accrocher à un véhicule un rouleau de matière en feuille

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB802623A (en) * 1957-06-20 1958-10-08 Martha Bahr Road construction
CH446675A (de) * 1966-03-23 1967-11-15 Koller Josef Wagen zum bahnweisen Verlegen von Teerpappe
DE1759133A1 (de) * 1968-04-03 1971-06-03 Fritz Siegmeier Strassenbelag
DE3117544C2 (de) * 1981-05-04 1985-02-21 Joseph Vögele AG, 6800 Mannheim Dübelsetzen im Betonstraßenbau

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1540901A (en) * 1921-03-26 1925-06-09 Koehring Co Apparatus for laying reenforced concrete
US1546107A (en) * 1921-03-26 1925-07-14 Koehring Co Machine for laying reenforced concrete roads
US1424169A (en) * 1921-05-13 1922-08-01 Koehring Co Machine for laying reenforcing for concrete pavement
EP0136822A2 (fr) * 1983-09-06 1985-04-10 Mounque Barazone Dispositif pour accrocher à un véhicule un rouleau de matière en feuille

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2644185A1 (fr) * 1989-03-10 1990-09-14 Screg Routes & Travaux Dispositif pour la pose sur une route d'au moins une bande de revetement textile
EP0387114A1 (fr) * 1989-03-10 1990-09-12 Screg Routes Et Travaux Publics Dispositif pour la pose sur une route d'au moins une bande de revêtement textile
US5501840A (en) * 1991-08-05 1996-03-26 Dideco S.R.L. Multilumen tubing for centrifugal blood separator
US6454889B1 (en) 1995-11-19 2002-09-24 Hexcel Cs Corporation Method of utilizing a structural reinforcement member to reinforce a product
WO1997019226A1 (fr) * 1995-11-19 1997-05-29 Clark-Schwebel, Inc. Element de renforcement structurel et utilisation dudit renforcement pour renforcer un produit
US5836715A (en) * 1995-11-19 1998-11-17 Clark-Schwebel, Inc. Structural reinforcement member and method of utilizing the same to reinforce a product
US6632309B1 (en) 1995-11-19 2003-10-14 Hexcel Cs Corporation Structural reinforcement member and method of utilizing the same to reinforce a product
US6123879A (en) * 1995-11-19 2000-09-26 Hexcel Cs Corporation Method of reinforcing a concrete structure
US6174483B1 (en) 1997-05-07 2001-01-16 Hexcel Cs Corporation Laminate configuration for reinforcing glulam beams
US6468625B1 (en) 1997-05-07 2002-10-22 Hexcel Cs Corporation Laminate configuration for reinforcing glulam beams
WO1999034155A1 (fr) * 1997-12-24 1999-07-08 Wth Vloerverwarming B.V. Procede d'installation d'un appareil de conversion d'energie dans un revetement routier
NL1007903C2 (nl) * 1997-12-24 1999-06-30 Wth Vloerverwarming B V Inrichting voor het opwekken van duurzame energie en werkwijze voor het vormen daarvan.
US6231946B1 (en) 1999-01-15 2001-05-15 Gordon L. Brown, Jr. Structural reinforcement for use in a shoe sole
EP2292843A1 (fr) * 2009-07-25 2011-03-09 Centrum dopravniho vyzkumu, v.v.i. Dispositif pour la pose d'un renfort géosysnthétique et procédé de pose
CZ302926B6 (cs) * 2009-07-27 2012-01-18 Centrum dopravního výzkumu, v.v.i. Zarízení na kladení geosyntetik a zpusob kladení geosyntetik
WO2011042130A1 (fr) * 2009-10-05 2011-04-14 Heiden Labor für Baustoff- und Umweltprüfung GmbH Procédé et dispositif permettant d'armer une superstructure de voie de circulation
WO2012140198A1 (fr) 2011-04-15 2012-10-18 Tony Duffy Engineering Limited Consolidation et renforcement de route pendant un processus de recyclage
EP2511420A1 (fr) * 2011-04-15 2012-10-17 Tony Duffy Engineering, Ltd. Consolidation et renforcement de route pendant un processus de recyclage
US20180258594A1 (en) * 2017-03-03 2018-09-13 Pavegard Products Inc. Paving machine membrane dispenser
US10538884B2 (en) * 2017-03-03 2020-01-21 Pavegard Products Inc. Paving machine membrane dispenser
US11118317B2 (en) 2017-03-03 2021-09-14 Pavegard Products Inc. Paving machine membrane dispenser
US11624160B2 (en) 2017-03-03 2023-04-11 Pavegard Products Inc. Paving machine membrane dispenser
CN111364335A (zh) * 2018-04-26 2020-07-03 曾庆发 一种道路施工用混凝土养护装置及方法
EP3822412A1 (fr) * 2019-11-15 2021-05-19 Korea Institute Of Civil Engineering And Building Technology Appareil de revêtement routier en béton renforcé par des textiles et procédé de réparation de revêtement routier en béton au moyen d'un appareil

Also Published As

Publication number Publication date
EP0241803B1 (fr) 1990-11-07
EP0241803A3 (en) 1988-08-03
DE3765975D1 (de) 1990-12-13
DE3612131A1 (de) 1987-10-15

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