EP0750070B1 - 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
EP0750070B1
EP0750070B1 EP96106844A EP96106844A EP0750070B1 EP 0750070 B1 EP0750070 B1 EP 0750070B1 EP 96106844 A EP96106844 A EP 96106844A EP 96106844 A EP96106844 A EP 96106844A EP 0750070 B1 EP0750070 B1 EP 0750070B1
Authority
EP
European Patent Office
Prior art keywords
road
compaction
applying
concrete
screed
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.)
Expired - Lifetime
Application number
EP96106844A
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German (de)
English (en)
Other versions
EP0750070A1 (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
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Joseph Voegele AG
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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 Claim 1 and a method according to claim 15.
  • a road paver known from DE-A1-23 14 812 is after kind of a slipform paver with one of individually driven Crawler-type chassis with square frames, in which two screeds one behind the other and transversely offset are arranged.
  • This paver is not for paving Multi-layer concrete layers are suitable because both screeds edit the same installation layer and the double arrangement of Screeds only for the purpose of adjusting the pave width serves.
  • Multi-layer concrete layers are increasingly being used made by black ceilings. Heavy traffic in particular loads the road construction with the following factors: high static and dynamic wheel forces, tire contact patches, Acceleration and deceleration, driving speed, traffic density, and acting climatic influences.
  • the Road superstructure usually consists of one or more Base layers and the road surface. Its thickness will depend on the traffic load, the climatic conditions and the sensitivity to frost.
  • the base layers have the job of removing the traffic loads from the pavement to transfer into the underground or the substructure, without deforming the formation.
  • Base layers exist, e.g. from unbound or bound mineral mixtures. For bound base layers become bituminous or hydraulic Binder used. 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 ones Base layers (HGT), concrete base layers or bituminous Base layers.
  • a concrete base layer becomes sensitive to settlement Applied underground. 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 used with a conventional slipform paver or a rail-guided concrete paver manufactured. This layer must have transverse and longitudinal joints and are protected from drying out after installation become.
  • Concrete ceilings are mainly used in heavily used areas Traffic areas such as highways, airports and Economic roads used. They are insensitive to temperature, have a long service life and are bright, easy to grip and wear-resistant.
  • the best solution for paving concrete offers the so-called PCC technology, that with a paver with a high compaction screed (DE-C-31 14 049) is applicable, being earth-moist and difficult to compact concrete with a composition Grain sizes from 0 - 2 (sand), 2 - 8 (gravel) and grain sizes 8 - 22 processed from broken material and highly compressed becomes.
  • the result is a through the compression effect of the High compression screed immediately and without permanent footprints accessible concrete with high stability and a proctor density of 96% at a depth of 15 cm.
  • When installing it is optimal Watch out for water content. It can be a profile Road surface with no boundary and with the largest possible Achieve flatness.
  • PCC, drain or whisper concrete may require multi-layer Structure with or without adhesive bridge on a base course, whereby a PCC sub-concrete layer can be freshly made and must be passable with the paver. Possibly the sub-concrete layer can also be a finished concrete road construction his. With a paver with high compaction screed So far, however, only one Install and compact the top layer.
  • DE-U-93 13 also belongs to the technological background 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 a paver of the type mentioned at the beginning, with the qualitative high-quality, multi-layer concrete ceilings can be installed, as well a method of making this concrete floor structure specify.
  • the paver not only builds every covering layer to the right height , but immediately densifies every covering layer to a high degree Dimensions.
  • the concrete high compaction screed is included specially matched to the mix concrete. Roughing the There is no concrete ceiling construction. The quality of the concrete roof construction is higher than when installing with a slipform paver. Furthermore, the cost of having this paver performed much less.
  • the previous one provides Tamper device a pre-compression and smoothing, before the smoothing plate further compresses and smoothes.
  • the pressure bar finally produces the required high final compression, it is particularly important that the pressure bar with downward swelling force impulses without impact is pressed onto the covering layer so that the swelling forces very deep into the base layer without grain disruption act. Because the reaction forces from the application of threshold forces supported upwards against the total mass of the screed are in the dynamic phase in which the threshold force pulses with an over the natural frequency of the entire frequency of the screed mass, extraordinary generate high compaction forces whose value is greater can be as 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 becomes.
  • the feature of claim 3 is particularly important because with the reduced feed angle of the tamper device concrete is particularly well processed and pre-compressed.
  • An adhesive bridge is then made with the adhesive, if there is a special connection between the covering layers to be produced, i.e. a special liability between a base layer (HGT) or an old concrete ceiling or bitumen ceiling and the first built-in covering layer. Creating the adhesive bridge with the same paver, which also incorporates the covering layers is environmentally friendly, inexpensive and effective.
  • the two share or more pressure bars the high compression work of the covering layer among themselves. But it is also conceivable to have one wide pressure bar with a feed angle matched to concrete to use.
  • the formation of the spray device as a spray ramp creates a continuous spray area over the respective installation width for the adhesive bridge.
  • the installation width can be change the concrete ceiling construction.
  • the method solves the problem in a simple manner, this is the case when installing multi-layer concrete ceiling constructions characterized in that the respective lower layer for the The paver cannot be driven on while it is still in fresh condition, but for the effective connection with the covering layer lying thereon is favorable. There all covering layers with the same paver overlapping each other installed and individually compressed, creates a very strong bond and is inexpensive the concrete ceiling construction completed in one go. Roughing is no longer necessary.
  • a hydraulically bound base layer is provided, which are also installed by the same paver becomes like the following concrete layer (s).
  • the method variant according to claim 18 is important if the surface is an old layer of concrete or bitumen or, if necessary is a hydraulically bound base layer.
  • a paver F according to FIG. 1 has a chassis 1 with a Running gear 2 (crawler or wheel running gear) on and one Driver's cab 3 adjacent to a primary drive unit 4 (diesel hydraulic or diesel electric drive unit). At least two mix containers are on the front of the chassis 1 5, 6 arranged. There is also an adhesive tank 7 intended. Each mix container 5, 6 has its own Conveyor line 8, 9 (conveyor belts, screws or scraper conveyors) with one in the direction of travel of the paver (Fig. 1 to the left) connected to an area lying behind the chassis 1.
  • the conveyor section 9 leads to a cross distributor 10 (Distributor screw), which is immediately behind the end of the Chassis 1 is arranged.
  • the conveyor line 8 leads to a further cross distributor 11 (distributor screw), the which is arranged further back than the first cross distributor 10.
  • a third or even more mix container provided on the chassis leads from this another conveyor line (not shown) to one even further back into the cross distributor 12.
  • a spray device S for an adhesive provided, in Fig. 1 a spray ramp 13 immediately is arranged behind the chassis on the chassis 1.
  • the 2-4 show detailed variations of the spray device S.
  • lateral arms 14, 15 are connected to the chassis 1, each with a high compaction screed B1 and haul B2. Is a third mix container (not shown) provided on chassis 1, then is over dashed indicated boom 16 another high compaction screed B3 dragged.
  • the high compaction screed closest to chassis 1 B1 installs the mix that is cross-distributed by the cross-distributor 10.
  • the high compaction screed B2 builds the second Cross-distributor 11 cross-distributed mix.
  • the possibly third high compaction screed B3 builds that from Cross distributor 12 distributed mix.
  • the high compaction screed B1 forms a first high-density covering layer C1, on which the second high compaction screed B2 installs another, high-density installation layer C2, before the third high compaction screed B3 builds up another coating layer C3 with high density.
  • Each screed screed B1, B2, B3 can be a predetermined one Have installation width and if necessary by side attachable extension parts increased in the installation width or be reduced. But it is also conceivable to use any high compaction screed B1, B2, B3 as a so-called extending screed form, the installation width by at least one laterally extendable pull-out part (and, if necessary, mounted Extension parts) can be changed continuously.
  • At least the high compaction screeds B2, B3 each carry an existing tamper device T with at least a tamper bar 17 which has a feed angle matched to concrete ⁇ of approximately 30 °.
  • the tamper bar 17 is by a drive, not shown, with a selectable Frequency moves up and down to the distributed equipment pre-compress and level.
  • On the tamper device T follows at least one underside smoothing plate 20, which is expedient acted upon by a vibration drive 21 is and the covering layer smoothes and further compacted.
  • threshold drives 19 with threshold force pulses directed downwards be applied, the reaction forces from the threshold force impulses directly on the whole Mass of the high compaction screed B1, B2, B3 upwards support.
  • Sections 13a-13c in the transverse direction and relative to one another adjust the width of the adhesive bridge to the installation width the high compaction screeds B1, B2 and B3.
  • the paver F according to Fig. 1 can be, for example a prepared surface, e.g. an old concrete or Bituminous pavement, first apply an adhesive bridge H before as Base layer, a PCC concrete layer is installed a PCC concrete layer is also installed as a ceiling (fresh-fresh-firm). However, drain concrete can also be used as a ceiling be installed on the PCC base layer.
  • a hydraulically bound surface on the prepared surface Base course (HGT) e.g. Minerals with water, cement, Lime or bitumen
  • HCT Hydraulicas with water, cement, Lime or bitumen

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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)

Claims (18)

  1. Finisseur (F) pour la pose simultanée d'au moins deux couches de revêtement, avec un châssis (1), un train (2), au moins deux bacs d'enrobé (5, 6) disposés sur le châssis (1), un répartiteur transversal (11, 12) pour chaque bac d'enrobé (5, 6), qui est disposé derrière le châssis (1) et qui peut être alimenté par son bac d'enrobé (5, 6) par l'intermédiaire d'une voie transporteuse (8, 9) s'étendant dans le châssis (1), et avec des bras latéraux (14, 15) montés sur le châssis (1), sur lesquels est disposé, derrière chaque répartiteur transversal (11, 12), un dispositif de pose tracté pour la pose d'une couche de revêtement, caractérisé en ce que tous les dispositifs de pose sont des poutres de pose à compactage élevé (B1, B2, B3) pour la pose sans recompactage d'une couche de revêtement (C1, C2, C3) et en ce qu'au moins chaque poutre de pose arrière à compactage élevé (B2, B3) est réalisée comme poutre de pose de béton à compactage élevé.
  2. Finisseur selon la revendication 1, caractérisé en ce que chaque poutre de pose à compactage élevé (B1, B2, B3) présente un dispositif de damage (T) situé à l'avant et, séparée de celui-ci par une tôle lisseuse (20) pouvant être alimentée de préférence par un dispositif à vibration (V), au moins une plaque de pression à compactage élevé (18) s'étendant transversalement qui, pour fonctionner, est reliée à des mécanismes d'entraínement à force de gonflement (19), lesquels sont disposés de telle façon dans la poutre de pose à compactage élevé que leurs forces de réaction dirigées vers le haut dues à l'alimentation de la plaque de pression (18) s'appuient directement contre la masse totale de la poutre de pose à compactage élevé.
  3. Finisseur selon les revendications 1 et 2, caractérisé en ce que la poutre de pose à compactage élevé (B2, B3) réalisée comme poutre de pose de béton à compactage élevé présente un dispositif de damage (T) avec un angle d'entraínement α de la plaque de damage nettement inférieur à 45°, de préférence de l'ordre de 30°.
  4. Finisseur selon la revendication 1, caractérisé en ce qu'au moins un réservoir d'adhésif (7) est disposé directement ou indirectement sur le châssis (1) et est relié à un dispositif de pulvérisation (S) disposé sur ledit châssis (1).
  5. Finisseur selon les revendications 1 et 2, caractérisé en ce que chaque poutre de pose à compactage élevé (B1, B2, B3) présente deux plaques de pression (18) placées directement l'une après l'autre.
  6. Finisseur selon la revendication 1, caractérisé en ce qu'au moins un autre bac d'enrobé de béton pourvu d'une autre voie de transport menant vers un autre répartiteur transversal (12) disposé derrière la deuxième poutre de pose de béton à compactage élevé (B2) et, derrière celui-ci, une autre poutre de pose de béton à compactage élevé (B3) sont prévus.
  7. Finisseur selon l'une au moins des revendications 1 à 6, caractérisé en ce que chaque poutre de pose à compactage élevé (B1, B2, B3) est couplée au châssis (1) par un propre couple de bras (14, 15, 16).
  8. Finisseur selon l'une au moins des revendications 1 à 6, caractérisé en ce qu'à chaque fois une poutre de pose arrière à compactage élevé (B2, B3) est couplée par des bras (15, 16) à des bras (14, 15) d'une poutre de pose à compactage élevé (B2, B1) disposée devant.
  9. Finisseur selon la revendication 1, caractérisé en ce qu'au moins l'un des bacs d'enrobé (5, 6) est un conteneur à béton disposé de manière échangeable sur le châssis (1).
  10. Finisseur selon l'une des revendications 1 à 9, caractérisé en ce que les bacs d'enrobé (5, 6) peuvent être chargés avec l'enrobé respectif par devant ou par le côté, par l'intermédiaire de chargeurs autonomes, de préférence par l'intermédiaire de bandes transporteuses ou de pompes d'alimentation.
  11. Finisseur selon la revendication 4, caractérisé en ce que le dispositif de pulvérisation (S) présente une rampe de pulvérisation (13) transversale composée de plusieurs tronçons (13a - 13d) qui définissent une zone de pulvérisation continue sur toute la largeur de montage des poutres de pose à compactage élevé (B1, B2, B3).
  12. Finisseur selon la revendication 11, caractérisé en ce que tous les tronçons de rampe de pulvérisation (13a - 13c) sont disposés à l'arrière du train (2).
  13. Finisseur selon la revendication 11, caractérisé en ce que des tronçons de rampe de pulvérisation (13a- 13c) sont disposés à l'avant du train (2) et sont réalisés par évidement dans les zones de contact de fond du train (2) et en ce que de courts tronçons de rampe de pulvérisation (13d) sont disposés à l'arrière du train (2) et recouvrent les évidements des tronçons avant.
  14. Finisseur selon la revendication 1, caractérisé en ce que les poutres de pose à compactage élevé (B1, B2, B3) sont des poutres télescopiques dont la largeur de montage est réglable ou dont la largeur de montage peut être modifiée par des pièces rapportées.
  15. Procédé pour la pose de couches de revêtement au moyen d'un finisseur selon l'une au moins des revendications 1 à 14, caractérisé en ce qu'au moins deux couches de revêtement (C1, C2, C3) sont posées directement l'une après l'autre et d'un seul trait avec le même finisseur (F), de manière à ce que la première couche de revêtement (C1) est posée sur la surface sur laquelle passe le finisseur et chaque couche suivante (C2, C3) sur la couche de revêtement (C1) posée avant, et en ce que lors de la pose, chaque première couche de revêtement (C1) est fortement compactée jusqu'à ce qu'un recompactage ne soit plus nécessaire et en ce que chaque couche de revêtement suivante est posée sur la couche de revêtement fortement compactée et est à son tour fortement compactée jusqu'à ce qu'un recompactage ne soit plus nécessaire.
  16. Procédé selon la revendication 15, caractérisé en ce que la première et chaque couche de revêtement suivante (C1, C2, C3) que l'on pose est en béton à consistance de terre humide.
  17. Procédé selon la revendication 15, caractérisé en ce que la première couche de revêtement (C1) que l'on pose est une couche portante à liant hydraulique, par exemple en agrégats minéraux et eau, ciment, chaux et bitume, et en ce que chaque couche de revêtement suivante (C2, C3) est en béton à consistance de terre humide.
  18. Procédé selon l'une au moins des revendications 15 à 17, caractérisé en ce qu'avant la pose de la première couche de revêtement, avec le même finisseur (F), un enduit adhésif (H) est appliqué par pulvérisation.
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 1995-06-21
DE29510058U DE29510058U1 (de) 1995-06-21 1995-06-21 Deckenfertiger

Publications (2)

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

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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 (1)

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CN104364445A (zh) * 2012-04-06 2015-02-18 俄克拉何马大学董事会 用于测定道路硬度的方法和设备

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CN1141986A (zh) 1997-02-05
DE59606689D1 (de) 2001-05-10
CN1259484C (zh) 2006-06-14
DE29510058U1 (de) 1995-11-02
EP0750070A1 (fr) 1996-12-27
ATE200328T1 (de) 2001-04-15

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