EP0750070A1 - Finisseur et procédé pour la pose de couches de revêtement - Google Patents

Finisseur et procédé pour la pose de couches de revêtement Download PDF

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Publication number
EP0750070A1
EP0750070A1 EP96106844A EP96106844A EP0750070A1 EP 0750070 A1 EP0750070 A1 EP 0750070A1 EP 96106844 A EP96106844 A EP 96106844A EP 96106844 A EP96106844 A EP 96106844A EP 0750070 A1 EP0750070 A1 EP 0750070A1
Authority
EP
European Patent Office
Prior art keywords
screed
compression
concrete
chassis
covering layer
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
EP96106844A
Other languages
German (de)
English (en)
Other versions
EP0750070B1 (fr
Inventor
Alfred Dr.-Ing. Ulrich
Erich Resch
Günter Zegowitz
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.)
Joseph Voegele AG
Original Assignee
Joseph Voegele AG
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 Joseph Voegele AG filed Critical Joseph Voegele AG
Publication of EP0750070A1 publication Critical patent/EP0750070A1/fr
Application granted granted Critical
Publication of EP0750070B1 publication Critical patent/EP0750070B1/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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • E01C19/4833—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with tamping or vibrating means for consolidating or finishing, e.g. immersed vibrators, with or without non-vibratory or non-percussive pressing or smoothing means
    • E01C19/4853—Apparatus designed for railless operation, e.g. crawler-mounted, provided with portable trackway arrangements
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • 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
    • E01C2301/14—Extendable screeds
    • E01C2301/16—Laterally slidable screeds

Definitions

  • the invention relates to a paver according to the preamble of claim 1 and a method according to claim 15.
  • the first installation device is a scraper towed behind a cross distributor and paving the first paving layer at the correct height.
  • An installation device towed behind a further cross distributor is designed as a screed with a compaction system, which installs and compresses the second covering layer and also compresses the first covering layer through the second covering layer.
  • the compression that can be achieved is unsatisfactory. With high demands on the covering, expensive re-rolling is necessary.
  • a road paver known from DE-A1-23 14 812 is designed in the manner of a slip-shell paver with a square frame carried by individually driven crawler tracks, in which two screeds are arranged one behind the other and offset transversely.
  • This paver is not suitable for paving multi-layer concrete layers, since both screeds work on the same paving layer and the double arrangement of the screeds only serves to adjust the pave width.
  • Multi-layer concrete layers are increasingly being produced instead of black ceilings.
  • Heavy traffic in particular, puts a strain on road construction with the following factors: high static and dynamic wheel forces, tire contact patches, acceleration and deceleration, driving speed, traffic density and the resulting climatic influences.
  • the road superstructure usually consists of one or more base layers and the road surface. Its thickness depends on the traffic load, the climatic conditions and the sensitivity to frost.
  • the base courses have the task of transferring the traffic loads from the road surface to the subsoil or the substructure without deforming the subgrade.
  • Base layers consist, for example, of unbound or bound mineral mixtures. Bituminous or hydraulic binders are used for bound base layers. Unbound base layers are the frost protection layer, the ballast base layer and the gravel base layer.
  • the frost protection layer is the first base layer of the superstructure and prevents capillary water from entering the superstructure.
  • Bound base layers include hydraulically bound base layers (HGT), concrete base layers or bituminous base layers.
  • a concrete base layer is used on subsoil sensitive to subsidence. It consists, for example, of concrete B 15 or B 25 according to DIN 1045 with an installation thickness of approx. 15 cm and has so far been manufactured with a conventional slipform paver or a rail-guided concrete paver. This layer must be provided with transverse and longitudinal joints and protected from drying out after installation.
  • Concrete ceilings are mainly used in heavily used traffic areas, such as highways, airfields and commercial routes. They are insensitive to temperature, have a long service life and are bright, easy to grip and wear-resistant.
  • slipform pavers can only compact very easily compactable concrete with a w / z value> 0.4, which, however, cannot be walked on immediately.
  • the use of a paver intended for bituminous road construction is cheaper.
  • rolled concrete (RCC) can be installed, ie a heterogeneous mass made of cement concrete, which, however, has to be compacted with vibration and rubber wheel rollers. Because of the low mechanical effort, this is essential compared to conventional concrete paving with slipform pavers Cost savings possible.
  • the best solution for paving concrete is the so-called PCC technology, which can be used with a paver with a high compaction screed (DE-C-31 14 049), whereby earth-moist and difficult-to-compact concrete with a composition of grain sizes from 0 - 2 (Sand), 2 - 8 (gravel) and grain sizes 8 - 22 are processed from broken material and highly compressed.
  • the result is a concrete that can be walked on immediately and without permanent footprints thanks to the compacting effect of the high compaction screed, with high stability and a processor density of 96% at a depth of 15 cm.
  • When installing ensure that the water content is optimal. It is possible to achieve a road surface that conforms to the profile without any boundary and with the greatest possible flatness.
  • drainage or whispered concrete may require a multi-layer structure with or without an adhesive bridge on a base course, whereby a sub-concrete layer can be freshly made from PCC and must be drivable with the paver. If necessary, the sub-concrete layer can also be a finished concrete road construction. With a paver with high compaction screed, however, only a single layer of paving has so far been able to be installed and compacted.
  • the technological background also includes DE-U-93 13 161, FR-A-26 97 036, EP-A-0 536 052, DE-U-93 17 124 and US-A-4 073 592.
  • the invention has for its object to provide a paver of the type mentioned, with which high-quality, multi-layer concrete ceilings can be installed, and to provide a method for producing this concrete ceiling construction.
  • the paver not only paves every covering layer to the right height, but also immediately densifies every covering layer to a high degree.
  • the concrete high compaction screed is specially tailored to the mix concrete. There is no need to re-roll the concrete ceiling structure. The quality of the concrete ceiling construction is higher than when installing with a slipform paver. Furthermore, the cost of the process carried out with this paver is significantly lower.
  • the tamper device located in front provides pre-compression and smoothing before the smoothing plate further compresses and smoothes.
  • the pressure bar finally produces the required high final compression, it being particularly important that the pressure bar is pressed with downward swelling force impulses without impact on the covering layer, so that the swelling forces act very deeply in the covering layer without grain destruction. Since the reaction forces from the threshold force upward are supported against the total mass of the screed, extraordinarily high compaction forces can be generated in the dynamic phase, in which the threshold force pulses act at a frequency above the natural frequency of the total screed mass, the value of which can be greater than the weight of the total mass of the screed. Further Information on the high compaction effect of such screeds can be found in DE-C-31 14 049, to which reference is hereby made.
  • the feature of claim 3 is particularly important because concrete is processed and pre-compacted particularly well with the reduced feed angle of the tamper device.
  • the adhesive is used to create an adhesive bridge if a special connection has to be made between the covering layers, i.e. a special adhesion between a bottom base layer (HGT) or an old concrete or bituminous layer and the first built-in layer.
  • a special connection has to be made between the covering layers, i.e. a special adhesion between a bottom base layer (HGT) or an old concrete or bituminous layer and the first built-in layer.
  • the two or more pressure bars share the high compression work of the covering layer with one another. But it is also conceivable to use a wide pressure bar with a feed angle matched to concrete.
  • more than two covering layers are installed with the same paver.
  • the design of the spray device as a spray ramp creates a spray area for the adhesive bridge that is continuous over the respective installation width.
  • the majority of the adhesive bridge is already applied in front of the undercarriage, while the recesses are only filled in behind the undercarriage. This design solves the problem of the installation space, which is usually cramped behind the chassis and in front of the first cross distributor.
  • the installation width of the concrete ceiling structure can be changed.
  • the problem is solved in a simple manner, which results when installing multi-layer concrete ceiling constructions in that the respective lower covering layer is impassable for the paver as long as it is still in a fresh state, which is, however, for the effective connection with the one lying on it Covering layer is favorable. Since all covering layers are installed with the same paver overlapping each other and each highly compacted, a very strong bond is created and is inexpensive the concrete ceiling construction completed in one go. Roughing is no longer necessary.
  • a hydraulically bonded base layer is provided as the first covering layer, which is also installed by the same paver as the subsequent concrete covering layer (s).
  • the method variant according to claim 18 is important if the substrate is an old layer of concrete or bitumen or possibly a hydraulically bound base layer.
  • a paver F according to FIG. 1 has a chassis 1 with a chassis 2 (crawler or wheel chassis) and a driver's cab 3 adjacent to a primary drive unit 4 (diesel-hydraulic or diesel-electric drive unit). At least two mix containers 5, 6 are arranged at the front on the chassis 1. An adhesive tank 7 is also provided. Each mix container 5, 6 is connected via its own conveyor section 8, 9 (conveyor belts, screws or scraper conveyors) to an area located behind the chassis 1 in the direction of travel of the paver (FIG. 1 to the left). The conveyor section 9 leads to a cross distributor 10 (distributor screw), which is arranged immediately behind the end of the chassis 1.
  • the conveyor line 8 leads to a further cross distributor 11 (distribution screw), which is arranged further back than the first cross distributor 10. If a third or even further mix container (not shown) is provided on the chassis, a further conveyor line leads from it (not shown) to an even further back in the cross distributor 12.
  • a spray device S for an adhesive is also provided on the chassis 1, a spray ramp 13 being arranged on the chassis 1 directly behind the chassis in FIG. 1. 2-4 show detailed variations of the spray device S.
  • lateral arms 14, 15 are connected to the chassis 1, each of which hauls a high-compression screed B1 and B2. If a third mix container (not shown) is provided on the chassis 1, then a further high compaction screed B3 is dragged along by means of outlines 16 indicated by broken lines.
  • the high-compression screed B1 closest to the chassis 1 paves the mix that is distributed by the cross distributor 10.
  • the high-compaction screed B2 paves the mix that is cross-distributed by the second cross-distributor 11.
  • the possibly third high compaction screed B3 paves the mixed material distributed by the cross distributor 12.
  • the high-compression screed B1 forms a first high-density screed layer C1, on which the second high-compression screed B2 paves a further, high-density paving layer C2, before the third high-compression screed B3 paves a further high-density screed layer C3.
  • Each high-compaction screed B1, B2, B3 can have a predetermined pave width and, if necessary, laterally attachable extension parts can be increased or decreased in the installation width.
  • each high-compression screed B1, B2, B3 can be designed as a so-called extending screed, the paving width of which can be varied continuously by means of at least one laterally extendable extending part (and, if appropriate, attached extension parts).
  • At least the high-compression screeds B2, B3 each carry a tamper device T located at the front with at least one tamper bar 17, which has an insertion angle ⁇ of approximately 30 ° which is matched to concrete.
  • the tamper bar 17 is moved up and down by a drive (not shown) with a selectable frequency in order to pre-compress and level the cross-distributed installation material.
  • the tamper device T is followed at least by a smoothing plate 20 on the underside, which is expediently acted upon by a vibration drive 21 and smoothes and further compresses the covering layer.
  • Adjacent to the smoothing plate 20 is at least one transverse (wider) pressure bar 18 or (as shown) preferably two transverse and immediately successive pressure bars 18 are provided, which are acted upon by threshold force drives 19 with downward threshold force pulses, the reaction forces arising from the threshold force pulses in each case Support directly on the entire mass of the high compaction screed B1, B2, B3 upwards.
  • a high compaction device V is formed in each high compaction screed B1, B2, B3, which gives the built-in covering layer C1, C2, C3 such a high compaction that re-rolling is no longer necessary.
  • an adhesive bridge H can be applied to the substrate with the spray device S.
  • three sections 13a, 13b and 13c of the spray ramp 13 of the spray device S are arranged in front of the undercarriage 2 in such a way that the areas of contact with the ground of the undercarriage 2 are left out.
  • two further sections 13d of the spray ramp S are provided, which act on the recessed areas.
  • three spray ramp sections 13a-13c are arranged behind the undercarriage 2 in such a way that the entire installation width of the high-compression screeds B1 and B2 is covered.
  • the sections 13a-13c can be adjusted transversely and relative to one another in order to adapt the width of the adhesive bridge to the installation width of the high-compression screeds B1, B2 and B3.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Machines (AREA)
  • Road Repair (AREA)
  • Temperature-Responsive Valves (AREA)
  • Devices For Conveying Motion By Means Of Endless Flexible Members (AREA)
EP96106844A 1995-06-21 1996-04-30 Finisseur et procédé pour la pose de couches de revêtement Expired - Lifetime EP0750070B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29510058U DE29510058U1 (de) 1995-06-21 1995-06-21 Deckenfertiger
DE29510058U 1995-06-21

Publications (2)

Publication Number Publication Date
EP0750070A1 true EP0750070A1 (fr) 1996-12-27
EP0750070B1 EP0750070B1 (fr) 2001-04-04

Family

ID=8009554

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96106844A Expired - Lifetime EP0750070B1 (fr) 1995-06-21 1996-04-30 Finisseur et procédé pour la pose de couches de revêtement

Country Status (5)

Country Link
US (1) US5735634A (fr)
EP (1) EP0750070B1 (fr)
CN (1) CN1259484C (fr)
AT (1) ATE200328T1 (fr)
DE (2) DE29510058U1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001066860A1 (fr) 2000-03-07 2001-09-13 Hermann Kirchner Gmbh & Co. Kg Dispositif supplementaire pour un finisseur
EP1972721A2 (fr) 2007-03-23 2008-09-24 Hermann Kirchner Bauunternehmung GmbH Unité de machine de travail, en particulier pour la pose et le compactage de couches de revêtement de route, et procédé de montage de l'unité de machine de travail
US8025459B2 (en) 2008-05-14 2011-09-27 Joseph Voegele Ag Road finisher
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

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IT1276147B1 (it) * 1995-11-16 1997-10-27 Niarb S A Finitrice stradale con controllo automatico dell'altezza delle coclee trasversali rispetto al rasatore
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CN115012388A (zh) * 2022-06-30 2022-09-06 中冶建工集团有限公司 一种软土地基的装配式地基处理装置及其使用方法
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Citations (8)

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WO2001066860A1 (fr) 2000-03-07 2001-09-13 Hermann Kirchner Gmbh & Co. Kg Dispositif supplementaire pour un finisseur
EP1972721A2 (fr) 2007-03-23 2008-09-24 Hermann Kirchner Bauunternehmung GmbH Unité de machine de travail, en particulier pour la pose et le compactage de couches de revêtement de route, et procédé de montage de l'unité de machine de travail
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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

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ATE200328T1 (de) 2001-04-15
CN1259484C (zh) 2006-06-14
EP0750070B1 (fr) 2001-04-04
DE29510058U1 (de) 1995-11-02
CN1141986A (zh) 1997-02-05
DE59606689D1 (de) 2001-05-10
US5735634A (en) 1998-04-07

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