WO2000036220A1 - Dispositif de placement de goujons et entretoises pour goujons pour des revetements de route en beton - Google Patents

Dispositif de placement de goujons et entretoises pour goujons pour des revetements de route en beton Download PDF

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Publication number
WO2000036220A1
WO2000036220A1 PCT/EP1999/009665 EP9909665W WO0036220A1 WO 2000036220 A1 WO2000036220 A1 WO 2000036220A1 EP 9909665 W EP9909665 W EP 9909665W WO 0036220 A1 WO0036220 A1 WO 0036220A1
Authority
WO
WIPO (PCT)
Prior art keywords
dowels
spacers
dowel
setting device
joint
Prior art date
Application number
PCT/EP1999/009665
Other languages
German (de)
English (en)
Inventor
Josef Zantis
Jürgen Unterberg
Thomas Raffel
Gerrit Zech
Original Assignee
Teerbau Gmbh
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
Priority claimed from DE19921394A external-priority patent/DE19921394A1/de
Application filed by Teerbau Gmbh filed Critical Teerbau Gmbh
Priority to AU19737/00A priority Critical patent/AU1973700A/en
Publication of WO2000036220A1 publication Critical patent/WO2000036220A1/fr

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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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints

Definitions

  • the invention relates to a method for producing a concrete pavement according to the preamble of claim 1, a dowel setting device according to the preamble of claim 10 and spacers according to the preamble of claim 27 or 28.
  • a method for producing a concrete pavement and a corresponding device in the form of a slipform paver are known, for example, from DE-C-30 32 495.
  • a concrete pavement is regularly or single-layered (when using concrete of the same composition) or multi-layered (when using concrete of different composition) on a prepared underlay, often referred to as a subgrade.
  • the width of the concrete pavement extends over at least one lane, often over two or more lanes.
  • transverse glue joints extending transversely to the direction of travel and, in the case of a greater width of the road surface, longitudinal glue joints extending in the direction of travel are introduced into the roadway ceiling, in particular by subsequently cutting in on the top. In extreme cases, these serve as predetermined breaking points.
  • anchors are provided on the transverse joints for load transmission and for securing against changes in altitude
  • anchors are provided on the longitudinal joints for load transmission, for securing against changes in altitude and for preventing them from moving apart.
  • the dowels consist of plastic-coated round steel or other reinforcement material, while the anchors are only partially plastic-coated, since they are to connect with the material of the concrete pavement. Even if reference is only made to anchors below, this also applies in principle to anchors.
  • the dowels are usually inserted into the not yet hardened concrete material at a certain height using a dowel setting device ( puts). This is done essentially by vertically directed forces and possibly with the application of vibrating energy, which are transferred to the dowels by so-called dowel pliers.
  • Dowelling lanes result from the dowel setting. Accordingly, post-smoothing is required in any case in the case of a single-layer construction, which is carried out regularly by a post-smoothing device.
  • the dowels in the concrete material of the pavement should be as exact as possible at the correct height - target position - in particular approximately in the middle of the total height of the pavement or at a certain distance from the level or the road surface to ensure defined properties. After completion of the concrete pavement, however, it is not ensured that the dowels used have really maintained the desired position. In particular, the introduction of vibratory energy and fluctuations in the consistency of the concrete can cause the dowels to shift.
  • EP-A-0 104 441 which forms the starting point of the invention, discloses a method and an apparatus for placing steel inlays in a concrete carriageway ceiling, wherein a setting device is provided which is loaded with steel inlays by hand and these are shaken in brings in the concrete material.
  • the steel inserts are provided with stand feet which act as spacers, the stand feet being manually plugged onto the steel inserts before they are introduced into the concrete material. In this way it is achieved that the steel inserts, which act in particular as dowels, maintain the height predetermined by the feet, particularly when a further concrete layer is being applied.
  • the invention is based on the object of a method for producing a concrete pavement, a device for setting dowels or Specify anchors and spacers so that the production of concrete pavement ceilings, in particular the positioning of dowels and / or anchors in concrete material, can be carried out more simply or more cost-effectively and / or damage in the area of the joints or dowels or anchors of the finished pavement can be avoided.
  • the proposed dowel setting device enables optimal positioning of the dowels with minimal personnel expenditure and at a relatively high production speed.
  • a so-called subgrade usually serves as the supporting surface of a concrete pavement.
  • H. a surface that is as smooth as possible with the desired height profile.
  • the level of the formation can be imprecise. With a uniform support height of the spacers, this inaccuracy is transferred to the actual position of the dowels supported by the spacers. According to an embodiment variant for optimal positioning of the dowels, it is therefore provided that the spacers when setting, ie. H.
  • the spacers when inserting the spacers, if necessary at the same time with their assigned dowels, either at least largely plastically deformed to a desired support height into the not yet solidified concrete material or, with appropriate design, the spacers and the underlay surface are pressed into the underlay surface, if necessary, so that the desired height, d. H. Target position, the dowel is ensured.
  • Figure 1 is a schematic representation in plan view of a portion of a two-lane concrete pavement, the direction of travel is indicated by arrows.
  • Fig. 2 schematically, in a side view, a concrete slipform paver for producing such a concrete pavement, equipped with a dowel setting device;
  • FIG. 3 shows a perspective view of a dowel setting device integrated in a concrete slipform paver, in detail
  • Fig. 4 in a side view, schematically, a first embodiment of a dowel setting device
  • FIG. 5 shows a second exemplary embodiment of a dowel setting device in a representation similar to FIG. 4;
  • FIG. 6 in a schematic representation of dowel pliers, dowels and spacers u. a. for the exemplary embodiments of FIGS. 4 and 5;
  • FIG. 8 shows a detail from the left side of a further embodiment of a dowel setting device
  • Fig. 9 dowels and spacers from Fig. 8 in a schematic
  • 10 shows a further exemplary embodiment of a dowel setting device with spacer magazine and dowel magazine
  • 11 shows a perspective view of an example of a spacer for the exemplary embodiment from FIG. 10, which extends at least substantially over the entire length of the dowel;
  • FIG. 12 shows a schematic, partial view in the direction of travel of a further exemplary embodiment of a dowel setting device
  • FIG. 13 shows a side view transverse to the direction of travel of the dowel setting device according to FIG. 12;
  • FIG. 14 is a detail, enlarged sectional view of a manufacturing device of the dowel setting device according to FIG. 12;
  • FIG. 15 shows a plan view of a magazine for spacers of the dowel setting device according to FIG. 12;
  • FIG. 16 shows a schematic side view of the magazines for spacers of the dowel setting device according to FIG. 12;
  • FIG. 17 shows a schematic side view of a further exemplary embodiment of a dowel setting device.
  • FIG. 18 shows a view of magazines for spacers of the dowel setting device according to FIG. 17;
  • Fig. 1 shows an example of a two-lane concrete road surface, the single-layer, multi-layer or multi-layer on a base surface - flat surface 1 (Fig. 2) - is produced.
  • the width extends, for example, over two lanes 2, in which the working or driving direction corresponding to the direction of travel of motor vehicles on the lanes is indicated by arrows for a slipform paver or another device for producing the concrete carriageway cover.
  • Fig. 1 makes it clear that in the road surface from above at certain intervals transverse to the direction of motor vehicles or transverse to the lanes 2 transverse joints 3, in particular as dummy joints, and with a greater width of the road surface, as here, longitudinal joints 4 also extending in the direction of travel, in particular as dummy joints, are formed. The meaning of these dummy joints has already been explained in the general part of the description. In particular, they are produced by later, partially cutting in the road surface from above.
  • the term "direction of travel" is here generally
  • the working or travel direction 45 of the slipform paver 7 indicated in FIG. 2 for producing the concrete carriageway cover 8 either runs in or against the aforementioned direction of travel.
  • dowels 5 made of a reinforcement material, in particular made of plastic-coated round steel, which are arranged at certain lateral distances from one another and cross the transverse joint 3 are in the already distributed and possibly already compacted concrete material of the pavement, at least in front of the Setting the concrete material used, and that at a certain height above the level 1, the target position.
  • dowels 6 made of reinforcement material, in particular made of partially plastic-coated round steel are used in the area of the longitudinal joint 4 at specific lateral distances from one another, crossing the longitudinal joint 4, usually referred to as anchors.
  • the material of the pavement cover may be (after) compressed and smoothed after the dowels 5 and 6 have been set. If a further layer or layer of concrete material is applied, at least this is compacted and smoothed.
  • dowels 5 assigned to the transverse joints 3 and the setting of these dowels 5 and the relevant dowel setting devices are discussed in more detail below. However, this also applies in an adapted form for the longitudinal joints 4 assigned to dowels 6.
  • FIG. 2 shows an example of a concrete slipform paver 7.
  • the paver 7 reveals the resulting concrete pavement 8 on the formation 1.
  • the direction of travel of paver 7 is indicated by arrow 45.
  • a transverse smoothing device 7b and a longitudinal smoothing device 7c On the paver 7, in front of a pressure screed 7a for the production of a second concrete layer, a transverse smoothing device 7b and a longitudinal smoothing device 7c, a dowel setting device 9 with the dowels 5 attached to it can still be seen, at the level of the upper edge of the concrete carriageway cover 8, i.e. even before setting the Dowel 5.
  • FIG. 3 shows, in a further exemplary embodiment, a dowel setting device 9, which is indicated schematically there.
  • the dowels 5 can be seen in dowel pockets 11 of the dowel setting device 9 and above that, dowel pliers 12 on a pliers slide 13, which can be moved vertically downward and via which vibratory energy is possibly transmitted can be.
  • the dowels 5 arranged one behind the other or next to one another are pressed out by the dowel pliers 12 by the pliers slide 13 moving downwards, possibly with the aid of vibrating energy, from the dowel pockets 11 and pressed into the concrete material of the pavement - set - up to the desired position, that is to say the predetermined height above the level 1.
  • the pliers slide 13 has moved correspondingly downwards, it is then pulled back again, the dowel pliers 12 leave the concrete material again, the dowels 5 remain in the concrete material.
  • the dowel setting device 9 briefly remains stationary in the area of the transverse joint 3 in order to carry out the lowering movement of the tong carriage 13, although the paver 7 continues to move in the direction of travel 45 at unchanged working speed.
  • the dowel setting device 9 can also be a self-sufficient or separate device which runs between two pavers 7 or between a paver 7 and a post-smoothing device.
  • the dowel pockets 11 of the dowel setting device 9 after the dowels 5 have been set, a transverse joint 3 and the pliers slide 13 raised again, be it from a dowel magazine, be it in a different way, as explained in more detail later.
  • a spacer 14 is assigned to each dowel 5 before the dowels 5 are placed or at the same time as the dowels 5 are placed, which spacer is lowered into the concrete material to the surface of the level 1 so that the dowel 5 is removed by the spacer 14 is fixed in its target position opposite the formation 1.
  • FIG. 4 shows what is meant here in a first exemplary embodiment
  • FIG. 6 shows the relationship in a side view, the position of dowels 5 and spacers 14 in the final state in the concrete carriageway cover 8.
  • Fig. 4 shows above the dowel pliers 12, indicated below a dowel pocket 1 1, in which, not recognizable, the dowel 5 is located. Under the dowel bag
  • each spacer 14a, 14b is located in a corresponding receptacle 15a, 15b.
  • the receptacles 15a, b are closed with bottom flaps 16 which can be pulled out or swung out laterally.
  • the entire arrangement is moved down to the top of the compacted concrete carriageway cover 8, the bottom flaps 16 are opened, the pliers slide 13 with the dowel pliers 12 is moved downward.
  • the dowels 5 are pressed down out of the dowel pockets 11, meet the spacers 14 still resting on the concrete carriageway ceiling 8 and are sunken slightly and are pressed down by the dowel pliers 12 together with the spacers 14 into the concrete material of the carriageway ceiling until the Ab - Stand the stand 14 on the level 1.
  • the dowels 5, provided the spacers 14 have been dimensioned accordingly, have exactly reached the desired position in the concrete pavement 8.
  • Fig. 6 shows the position of the dowels 5 in the concrete material of the concrete pavement 8 on the subgrade 1 as an example.
  • Fig. 6 shows for the embodiment shown there that and how the spacer 14 is designed here so that it can be easily inserted into the concrete material of the pavement 8. It is characterized by large openings for the passage of the concrete material.
  • the spacer 14 is designed as a wide-meshed grid, which can be inserted into the concrete material with comparatively little force, at least if appropriate vibrating energy is introduced, which causes the grid to flow around the concrete and avoids air pockets.
  • the spacers 14 are themselves placed in the concrete material by setting the dowels 5. But it is also possible that the spacers 14 are first placed in the concrete material and that the dowels 5 are placed in a further, subsequent operation.
  • the placement of the spacers 14 realized here with the interposition of the dowels 5 for power transmission is a particularly expedient procedure.
  • spacers 14 made of a reinforcement material, such as reinforcing steel, or of plastic or the like, optionally provided with reinforcing materials, are used.
  • Reinforcement material such as reinforcing steel, has proven itself for such purposes; it is one of the most expedient materials for the spacers 14, also because its processing is of course familiar to the experts.
  • FIG. 4 The embodiment shown in FIG. 4 is further characterized in that two spacers 14a, b supporting one end of the dowel 5 are used per dowel 5.
  • the exemplary embodiment according to FIG. 5 shows that the two spacers 14a, b are connected to one another here, to a certain extent forming a coherent spacer 14.
  • the connection 14c in the illustrated embodiment also consists of a reinforcement material, such as reinforcing steel or the like.
  • Fig. 1 1 shows an alternative of a single spacer 14, which supports the dowel 5 in the area of both ends equally.
  • the spacer from FIG. 5 can of course also be regarded as such if it is understood as a unit as a whole.
  • FIG. 6 in connection with FIG. 4 or FIG. 5 shows a further special feature in these exemplary embodiments, which is of considerable importance in terms of production technology. It is preferably provided here that the spacers 14 of a plurality of dowels 5 lying next to one another are connected to one another. In particular, these are carried out continuously here, in the exemplary embodiment shown in such a way that they are combined in a hollow profile-like, in particular circular cylindrical basket made of rod material or the like. The drawings clearly show what is meant.
  • the rod material can e.g. B. again reinforcement material, especially reinforcing steel.
  • the length of the basket, which forms the plurality of spacers 14 of adjacent dowels 5, may correspond to the width of a lane 2 or a section of a lane 2, even longer lengths are conceivable.
  • the production of such a continuous spacer 14 is of course extremely inexpensive, the handling is simple and the introduction into the concrete material of the road surface 8 makes no difficulties. Instead of closed bracket you could e.g. B. also choose a spiral, continuous design of the carrier.
  • FIG. 11 shows in the case of the spacer 14 implemented there, which is provided for an individual dowel 5, that this is designed as a basket assembled from rod material.
  • Alternatives are obvious, for example a basket made of rod material, or a basket made from molding technology, for example made of a fiber-reinforced, resistant plastic, which is not damaged by the introduction of the vibrating energy into the concrete.
  • the spacer 14 is provided with a receptacle 17 for the dowel 5. You can see this 6 in the form of corresponding bends in the rod material of the spacer 14.
  • the dowels 5 designed for the stress on the transverse joint 3 and on the other hand the spacers 14 designed for the purely support function are provided. It could also be imagined to connect dowels 5 and spacers 14 from the outset, in particular to design the dowel 5 as an integral part of the spacer.
  • the two upper longitudinal rods, shown in an exaggeratedly thin manner could be made thicker, that is to say with a larger diameter, and thus designed to be “dowel-like”.
  • a modification could also be provided such that the dowels 5 of a transverse joint 3 are first arranged on a spacer 14 outside a corresponding dowel setting device 9, then the overall arrangement is inserted into the dowel setting device 9 and then the overall arrangement is made of dowels 5 and spacers 14.
  • the spacers 14 are lowered close to the surface of the concrete material of the pavement before setting.
  • Fig. 7 shows a further embodiment for the application of the method according to the invention, which is characterized in that 5 plates are automatically fitted onto the ends of a dowel as spacers 14a, 14b in a snug fit and are thus connected to the dowel.
  • Other connection techniques are also possible. Rings, star-like or "spider-like" spacers 14a, 14b are conceivable as alternatives.
  • the spacers 14 are also set at the same time.
  • the spacers 14 can generally be made of metal or be made of plastic and have an oval, rectangular, triangular or other geometry.
  • the embodiment shown in FIG. 7 is characterized in that the spacers 14 are designed asymmetrically over the height of the dowel. This takes into account the fact that this exemplary embodiment is intended for a method for producing a two-layer concrete road surface (page 2, third paragraph of the introduction to the description). So that the spacers 14 do not protrude from the lower layer, which could cause the dowels 5 to be displaced, the spacers 14 have a height which only corresponds to the height of the lower layer or in particular is somewhat less. In order to achieve the preferably desired central position - target position - for the dowels 5, the spacers 14 must of course then be asymmetrical to the dowel 5.
  • the anchors or dowels 6 for longitudinal joints 4 can also be placed in the concrete material in accordance with the methods which have been explained above.
  • the dowels 6 can be placed along the longitudinal joint (s) 4 either individually or in groups, depending on the design of the spacers 14 and a corresponding dowel setting device, which is basically like that for setting the dowels 5 with appropriate alignment or arrangement along the longitudinal joint (s) 4 can be trained to be set.
  • the embodiment of a dowel setting device 9 shown in FIG. 7 is further characterized in that the spacers 14 stand directly on a support track 20 and carry the dowels 5 without dowel pockets.
  • the support tracks 20 are formed here by the bottom flaps 16. It is practical that the spacers 14 serve as arrangement aids for the dowels 5.
  • the spacers 14 on the support track 20 serving as a feed track can be displaced transversely to the direction of travel into their setting positions in the dowel setting device 9.
  • a circumferential means of transport 21 with corresponding feed pins 22 for advancing or for positioning the dowels 5 is provided for displacement.
  • FIGS. 8 and 9 show an alternative with an embodiment, which is characterized in that the spacers 14 are individually in guide pockets 23 under a feed path 24 on the support path 20 and thereby close the feed path 24 for other spacers 14 with the top.
  • the dowels 5 are pushed forward on the spacers 14 on the support track 20, a dowel 5 with spacers 14 accordingly falls into the guide pockets 23, so that the following dowels 5 with the spacers 14 can be pushed over them.
  • FIG. 9 shows the arrangement from FIG. 8 in a top view.
  • the advantage of this arrangement is good guidance of the spacers 14 into the concrete carriageway ceiling 8, which ensures that the dowels 5 are correctly positioned in the concrete carriageway cover 8.
  • FIG. 10 shows a further alternative of a dowel setting device 9, which in this case is characterized in that the spacers 14 in a spacer magazine 30 and the dowels 5 in a dowel magazine 31 or both are stored together in a magazine, which can be moved in particular transverse to the direction of travel and the dowels 5 and the spacers 14 are continuously deposited in corresponding receiving pockets 32.
  • the combination of the spacer magazine 30 and dowel magazine 31 moves transversely to the direction of travel and populates the receiving pockets 32 for setting the dowels 5 / spacers 14 one after the other Transverse joint 3.
  • Further exemplary embodiments of the dowel setting device 9 are explained below.
  • the same reference symbols are used for the same or at least similar parts, the same or similar properties and advantages being obtained, even if a repeated description is omitted for reasons of simplification.
  • dowel setting devices 9 which are provided for setting dowels 5 in the region of transverse joints 3.
  • a modification for setting the dowels 6, which are usually referred to as anchors is also possible in the region of the longitudinal joint (s) 4, even if this is not explained in more detail below.
  • a dowel setting device 9 with a setting device 25, which here has a device 26 for lifting and lowering, such as a lifting and pressure cylinder, and the tong slide 13 with dowel pliers 12 actuated therefrom.
  • the pliers slide 13 extends here transversely to the direction of travel, that is, parallel to the transverse joints 3.
  • the dowel pliers 12 are distributed on the dowel slide 13 transversely to the direction of travel in accordance with the desired spacing of the dowels 5 and at the same time spaced in pairs in the direction of travel for safe guidance of each dowel 5 arranged in the area of its two ends when setting. Only a few dowel pliers 12 are shown by way of example in FIG. 12, with other parts also being shown incompletely or only indicated for reasons of simplification.
  • the dowel setting device 9 has a frame 27 which carries all the essential components of the dowel setting device 9, in particular the setting device 25 and the setting device 25 or dowel pockets 11 assigned to the dowel pliers 12.
  • the dowel pockets 11 can be opened and closed as in the exemplary embodiments already explained be so that the 1 1 positioned in their setting positions over the dowel pockets Dowels 5, together with their associated spacers 14, are lowered down onto the concrete material by opening the dowel pockets 11 and can be inserted or pressed into the concrete material by lowering the pliers slide 13 by means of the device 26 through the dowel pliers 12, and can thus be set to the desired position.
  • the setting device 25 has an associated shaking device, not shown, in order to facilitate the setting of the dowels 5 and the spacers 14.
  • the dowel setting device 9 also has a finishing device 28, which is indicated in particular in FIGS. 13 and 14 and which is used to equip the dowels 5 with spacers 14 - as will be explained in more detail later - and a handling device 29 which serves to convey and position the Dowel 5 is used with its spacers 14 in the setting positions.
  • the handling device 29 here has a circumferential transport means 21 which, in the exemplary embodiment shown, is formed by two circumferential chains 33 arranged parallel to one another, as can best be seen in FIG. 13.
  • the chains 33 are guided around deflection rollers 34, so that in the illustration according to FIG. 12 they can carry out a conveying or transport movement which essentially follows the contour of a rectangle.
  • the plane of this movement path runs essentially vertically or perpendicularly to the surface of the concrete carriageway cover 8 to be produced, the direction of conveyance of the dowels 5 shown in FIG. 12 by arrow 35 with the associated spacers 14 from the assembly device 28 on the feed path 24 being essentially horizontal , parallel to the surface of the pavement 8 to be manufactured parallel to the longitudinal extent of the transverse joints 3 for positioning the dowels 5 above the dowel pockets 11.
  • the two chains 33 can preferably be driven discontinuously by a common drive, not shown, in order to enable the desired, preferably individual, assembly of the dowels 5 and, if necessary, their positioning in the setting positions below the dowel pliers 12.
  • the handling device 29 or the transport means 21 is designed so that the dowels 5 can be guided, conveyed and positioned safely.
  • the chains 33 have cavities 36 between adjacent chain links, for example
  • the cavities 36 are preferably spaced apart in the conveying direction 35 such that the distance corresponds to the distance between the dowel pockets 11 or to the position of the dowel pliers 12.
  • the chains 33 can forcibly position the dowels 5 at their setting positions on the feed path 24.
  • other constructive solutions are also possible.
  • the dowel setting device 9 has a magazine 31 for dowels 5, which is held in particular by the frame 27 above the transport means 21 or the chains 33 in such a way that the dowels 5, one by one, by their own weight into the cavities 36 formed by the chains 33 from above can slip in.
  • the dowels 5 lie relatively loosely in the cavities 36 which are open to the outside and are formed by the chains 33 for conveying and positioning the dowels 5.
  • the magazine 31 is preferably provided with an allocation slide (not shown) or a comparable, in particular automatically controllable device provided to equip only certain individual cavities 36 with dowels 5 as required.
  • the chains 33 can also be designed such that the dowels 5 are held, for example, in a clamping or latching manner.
  • guides for example guide plates, can be assigned to the transport means 21 or the chains 33 in order to prevent the dowels 5 from falling out.
  • a guide track 37 is provided, which extends beyond the deflection rollers 34 along the outside between extends or on the outside on the chains 33, so that the dowels 5 do not fall out of the cavities 36, but are carried by the guide track 37 and then the feed track 24 and in the cavities 36 are forcibly required by the chains 33 in the conveying direction 35 or be moved.
  • the assembly device 28 is arranged in the lower transport plane as close as possible to the lower deflection of the transport means 21 located on the left in FIG. 12.
  • the assembly described in more detail below i. H. Fitting the dowels 5 with spacers 14, if necessary also at another point in the dowel feeder, for example on the left side in the area of the downward moving dowels 5, in the upper transport level of the transport means 21 or at each individual dowel position before installation ( Setting position).
  • the assembly of the dowels 5 with assigned spacers 14 takes place in the illustrated example in that a spacer 14 is pushed or plugged onto the two ends or end regions of each dowel 5 in order to connect the spacers 14 to the dowels 5.
  • the assembly device 28 in the depicted example has two plungers 38 or the like assigned to the dowel ends in the assembly position, in order to push or push a spacer 14 from the outside onto the assigned dowel end, that is to say to assemble the dowels 5 or with spacers 14 to be populated.
  • the two plungers 38 In order to prevent a transverse displacement of the dowels 5 held loosely by the cavities 36 during assembly, ie a displacement of the dowels 5 in their longitudinal extension or transversely to the conveying direction 35, the two plungers 38 have the same stroke and can be actuated simultaneously. This eliminates the need for a lateral abutment for the dowel 5 during assembly. Alternatively or additionally, an adapted dowel fixation (not shown) can be provided.
  • the plunger 38 and the device 26 for lifting and lowering the pliers slide 13 are each preferably operated hydraulically, alternatively pneumatically or by an electric motor.
  • the spacers 14 are fed to the assembly device 28 or to the plungers 38 by means of suitable feed shafts or channels 39 from the magazines 30 for the spacers 14.
  • Two magazines 30 are arranged in the upper region of the dowel setting device 9, in particular on the frame 27.
  • Each magazine 30 supplies one of the two feed channels 39 in such a way that the spacers 14 in the respective feed channel 39 are led one after the other, in particular solely by their weight, down to the assembly device 28 or to the plunger 38, where the spacers 14 are carried individually are pushed one after the other from the respective plunger 38 onto an associated dowel end 5.
  • the spacers 14 are, for example, plate-like in accordance with the exemplary embodiment according to FIG. 7 and each have an insertion opening as a receptacle 17 for an associated dowel end.
  • the insertion opening is arranged, in particular, above the center of the spacer 14 with respect to the lower edge of the spacer 14 which is placed on the support surface or the level 1 in use, in order to achieve the asymmetrical design of the spacer 14 already explained.
  • the design of the spacers 14 as angular plate pieces has, in particular in the case of an asymmetrical arrangement of the receptacle 17, in addition to simple manufacture, the advantage that, with a corresponding design of the magazines 30 and the feed channels 39, rotation of the spacers 14 can be prevented in a simple manner.
  • the plate-shaped spacer 14 has a comparatively small displacement area when it is introduced or set, with the direction of introduction into the concrete material lying at least essentially in the plane of the plate.
  • one of the magazines 30 is explained in more detail below, the two magazines basically being of the same design, only delivering the spacers 14 individually to the respectively assigned feed channel 39 on opposite sides of the dowel setting device 9 in the direction of the longitudinal extension or main axis of the dowels 5 or feed this.
  • the magazine 30, as can best be seen in FIG. 15, is designed to accommodate a plurality of rows of spacers 14 layered one behind the other.
  • the individual rows of spacers 14 can, for example, be inserted into the magazine 30 by means of cassette-like holders (not shown), suitable transport packaging or loosely.
  • the rows of spacers 14 are arranged horizontally next to one another with a layering direction essentially parallel to the longitudinal extent of the dowels 5. This results in a compact structure, with the spacers 14 already being aligned with their plate plane perpendicular to the main axis of the dowels 5, so that the spacers 14 and the dowels 5 can be connected directly to one another in this orientation without further rotation.
  • a different arrangement of the rows is also possible as required, with other orientations of the spacers 14 in the magazine 30 also being possible, of course, depending on the design solution.
  • the magazine 30 has a bottom-side delivery opening, not shown, in the region of one end of a side or outside row of spacers 14, to which the assigned feed channel 39 adjoins downwards and through which the spacers 14 individually fall into the feed channel 39 can.
  • a telescopic or feed cylinder 40 or another suitable feed device is arranged, which pushes the spacers 14 of this row one after the other to the feed opening, so that these one after the other through the subsequent feed channel 39 to Assembly device 28 slide down.
  • the magazine 30 has a suitable feed device 41 on the opposite side, which is formed here by two telescopic cylinders 42.
  • the feed direction of the feed device 41 thus runs transversely to the feed direction of the feed cylinder 40.
  • the second magazine 30 arranged above the first magazine 30 is shown in dashed lines.
  • the two magazines 30 differ in that the feed openings of the two magazines 30 are arranged on opposite sides with respect to a transverse joint 3 to be reinforced with dowels 5, the arrangement and feed direction of the feed cylinders 40 of the two magazines 30 being correspondingly opposite or runs.
  • the spacers 14 fed to the assembly device 28 are connected to the dowels 5 during assembly, in this case in particular plugged onto assigned dowel ends.
  • other types of connection with the dowels 5 are also possible, for example by snapping on or clamping on.
  • the dowels 5 After the dowels 5 have been individually assembled in the illustrated example, these are moved together with their assigned spacers 14 - the spacers 14 being correctly aligned, particularly with an asymmetrical design with regard to their later position in the set state - by the handling device 29 or the transponder.
  • port means 21 transported to the setting positions already explained above in the conveying direction 35 or pushed.
  • the dowels 5 are conveyed via the feed track 24, which can be formed in particular from two pairs of plates or sheets standing perpendicular to the dowels 5, which are slotted and can be displaced in the longitudinal direction relative to one another.
  • the dowels 5 can be brought down and placed.
  • the plates or sheets perpendicular to the dowels 5 or vertically to form the feed path 24 with their upper longitudinal edges are preferably formed by appropriately slotted and in particular vertically angled upward edges of at least essentially horizontally laterally projecting plates or sheets educated.
  • other outwardly projecting holding means can also be assigned to the plates (sections) or sheet metal sections forming the feed path 24.
  • a corresponding guide is preferably provided.
  • This is formed here by at least one lateral upper guide element 43 and / or possibly lower lateral, in particular laterally displaceable guide elements 44, which extend from the assembly device 28 in the conveying direction 35 across all setting positions.
  • the guide elements 43, 44 are essentially flat here. If necessary, these can also be formed by guide rails or the like.
  • the guide can alternatively also be designed to correspond to the solutions according to FIGS. 7 to 9.
  • the feed path 24, starting from the assembly device 28 in the conveying direction 35, can be omitted, since these relate to the lower ones lateral guide elements 44 standing spacers 14 carry the associated dowels 5.
  • the dowels 5 can be inserted into the concrete material together with the associated spacers 14 by the setting device 25.
  • the dowel setting device is used first
  • the feed path 24 is opened or the lower guides of the spacers 14, i. H. the lower guide elements 44 are then folded away or laterally displaced so that the spacers 14 are released downwards.
  • the dowels 5, together with their assigned spacers 14, are inserted or pressed into the concrete material by the dowel pliers 12, the dowels 5 assuming their desired position.
  • the dowel pliers 12 are then pulled out of the concrete material again and the dowel setting device can be pushed back into its starting position relative to the paver 7 or the paver 7. Until the next row of dowels is set along the next transverse joint 3, the required number of dowels 5 is inserted in the assembly line. device 28 assembled, ie provided with the associated spacers 14, and positioned at the respective setting positions by means of the handling device 29.
  • the handling device 29 can also have other handling elements, for example conveyor belts or suitable gripping systems.
  • the setting device 25 it is possible, either, as in the aforementioned exemplary embodiment, to place all dowels 5 with their associated spacers 14 along a joint 3 simultaneously, or in groups at the same time using a plurality of setting devices 25 or in succession using one along the Set joint 3 movable setting device 25.
  • each dowel setting device 9 preferably has a control device, not shown, which enables an at least largely automated sequence of dowel setting and preferably all functions of the dowel setting device 9 to be controlled.
  • FIGS. 1-10 Another embodiment of the dowel setting device 9 is shown in FIGS.
  • This embodiment differs from the one described above essentially in that already here Pre-assembled dowel units 46, consisting of a plurality of dowels 5, which are connected to one another via at least one spacer 14, are received and set by the dowel setting device 9. Consequently, a packaging device is not required in this exemplary embodiment. Furthermore, there are in particular differences for the magazines and the
  • the dowel setting device 9 here has a magazine 47 for the dowel units 46.
  • the magazine 47 holds the dowel units 46 one above the other in a stack shape, with the dowels 5 being oriented essentially horizontally transversely to the course of the joint 3 to be reinforced.
  • the magazine 47 has, in particular, circumferential transport means 21 which, for example, are chain-like or band-like and are provided with suitable holding means, such as holding knobs 48, and the dowel units 46 on opposite sides, in particular in four corner regions of the relatively flat, cuboid dowel units 46 hold.
  • transport means 21 each rotating around two assigned deflecting rollers 34, with holding means facing each other and spaced apart, are arranged in order to keep the dowel units 46 parallel or displaceable in the vertical direction in a substantially horizontal orientation, so that the dowel units 46 individually can be delivered or transferred to an adapted handling device 29 at the bottom.
  • the magazine 47 is formed from a plurality of, in particular three, magazine subunits, each of which has the aforementioned four transport means 21 for holding a stack of dowel units 46 and for dispensing the dowel units 46 one by one.
  • the number of magazine subunits and the distances of the transport means 21, in particular transversely to the working direction 45 or longitudinal orientation of the dowels 5, vary can.
  • a construction which is simple in terms of construction results in particular from the fact that, for example, all of the upper deflection rollers 34 located at the front in the working direction 45 are arranged on a common shaft 49.
  • the magazine 47 is arranged in the working direction 45 behind the setting device 25 and carried by the common frame 27.
  • the magazine 47 can also be arranged in the working direction 45 in front of the setting device 25 and / or can be carried by a separate frame.
  • the handling device 29 pushes the dowel unit (s) 46, which are lowered from the magazine 47 onto a fixed feed path 51 arranged underneath, under the setting device 25.
  • the handling device 29 has corresponding telescopic or feed cylinders 52 or other suitable actuators .
  • the handling device 29 positions the dowel units 46, if necessary by means of guide means (not shown) under the setting device 25 or under the dowel pliers 12 on a displaceable feed path 53 or the like which, after the dowel unit (s) 46 has been positioned, is lowered or lowered under the dowel pliers 12 Placing the dowel unit (s) 46 on the concrete material underneath, for example by pulling it away towards the magazine 47.
  • the dowel units 46 are then set or inserted into the concrete material by the setting device 25, as in the exemplary embodiments explained above.
  • the displaceable feed path 53 it is of course also possible to use other constructive solutions, for example pivotable holding guides or gripper systems.
  • the manufacture of the concrete carriageway cover 8 is preferably continued continuously while the dowel units 46 are being set, which corresponds to the displacement of the dowel setting device 9 already explained above relative to the paver 7 or the paver 7 during the Requires setting, as indicated by the double arrows 54.
  • the production of the concrete carriageway cover 8 can be briefly interrupted for setting the dowels 5, the spacers 14 or the dowel units 46. In this case, a relative displacement of the dowel setting device 9 to the paver 7 or the paver 7 is not necessary.
  • the above-mentioned dowel setting devices 9 can of course also be modified for setting anchors or dowels 6 along the longitudinal joint (s) 4, with a corresponding modification, it then being possible for the dowels 6 and spacers 14 to be set individually or in groups.
  • the alignment of the dowels 6 is essentially transverse to the working direction 45 of the paver 7 or to the direction of travel or longitudinal extension of the lanes 2 of the concrete pavement 8 to be produced. Accordingly, the dowel setting device 9 is then oriented differently and / or optionally has additional ones or correspondingly variable handling devices and setting devices to z.
  • dowels 5, 6 and spacers 14 as well as or only optionally along transverse joints 3 and 4 longitudinal joints.
  • several dowel setting devices 2 of suitable width can be combined with one another in order to be able to place dowels 5 over the entire length of the transverse joints 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

L'invention concerne un procédé de fabrication d'un revêtement de route en béton, dans lequel on place des goujons dans le constituant du béton, dans la zone de joints transversaux ou longitudinaux réalisés en particulier sous forme de joints aveugles. L'invention vise à un placement simple et peu coûteux des goujons. A cet effet, on fabrique les goujons avec des entretoises de manière automatisée et on équipe l'installation de placement également de manière automatisée. L'invention concerne également un dispositif de placement de goujons pour l'exécution du procédé. Pour obtenir la hauteur exigée désirée des goujons, on peut déformer plastiquement une entretoise en cas de configuration correspondante.
PCT/EP1999/009665 1998-12-11 1999-12-09 Dispositif de placement de goujons et entretoises pour goujons pour des revetements de route en beton WO2000036220A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU19737/00A AU1973700A (en) 1998-12-11 1999-12-09 Device for placing dowels, and spacers for dowels provided for concrete road surfaces

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19857122.4 1998-12-11
DE19857122 1998-12-11
DE19921394A DE19921394A1 (de) 1998-12-11 1999-05-10 Verfahren zur Herstellung einer Betonfahrbahndecke, Dübelsetzvorrichtung, Dübel und Abstandhalter für Dübel für Betonfahrbahndecken sowie mit Dübeln verstärkte Betonfahrbahndecke
DE19921394.1 1999-05-10

Publications (1)

Publication Number Publication Date
WO2000036220A1 true WO2000036220A1 (fr) 2000-06-22

Family

ID=26050693

Family Applications (2)

Application Number Title Priority Date Filing Date
PCT/EP1999/009665 WO2000036220A1 (fr) 1998-12-11 1999-12-09 Dispositif de placement de goujons et entretoises pour goujons pour des revetements de route en beton
PCT/EP1999/009666 WO2000036221A1 (fr) 1998-12-11 1999-12-09 Procede de fabrication d'un revetement de route en beton a l'aide de goujons

Family Applications After (1)

Application Number Title Priority Date Filing Date
PCT/EP1999/009666 WO2000036221A1 (fr) 1998-12-11 1999-12-09 Procede de fabrication d'un revetement de route en beton a l'aide de goujons

Country Status (4)

Country Link
AU (2) AU1973800A (fr)
DE (2) DE29921629U1 (fr)
PL (1) PL348149A1 (fr)
WO (2) WO2000036220A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI833551B (zh) * 2023-01-13 2024-02-21 双利工程有限公司 鋪面單元阻隔結構及鋪面單元回收環保工法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2113848A1 (fr) * 1970-10-16 1972-06-30 Tor Isteg Steel Corp
EP0104441A1 (fr) * 1982-08-27 1984-04-04 Heilit & Woerner Bau-AG Dispositif pour l'insertion de goujons

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Publication number Priority date Publication date Assignee Title
DE1017198B (de) * 1955-08-08 1957-10-10 Eugen Wallrauch Dipl Ing Duebel zum Verduebeln der Platten von Betonfahrbahndecken, -startbahnen u. dgl.
US2837985A (en) * 1955-08-22 1958-06-10 Union Steel Prod Co Reinforce assemblies and units thereof
DE1742064U (de) * 1957-01-31 1957-03-28 Strabag Bau Ag Vorrichtung zum verduebeln der einzelplatten von betonfahrbahnen.
DE1153048B (de) * 1957-09-12 1963-08-22 Richard Weidle Dipl Ing Vorgefertigte Betonplatte zum Herstellen oder Reparieren von Betonstrassen
DE3032495A1 (de) 1980-08-28 1982-04-01 Heilit + Woerner Bau-AG, 8000 München Verfahren zur herstellung einer betonfahrbahndecke mit hilfe eines gleitschalungsfertigers und gleitschalungsfertiger zu durchfuehrung dieses verfahrens
GB2185046A (en) * 1985-11-29 1987-07-08 Square Grip Ltd Concrete reinforcing elements allowing for relative movement between concrete and element
DD251172A1 (de) * 1986-06-25 1987-11-04 Autobahnbaukombinat Betrieb St Verbindungselement fuer verkehrsflaechen aus zementbeton
DE9310129U1 (de) * 1993-07-07 1993-09-16 Fliesen & Fußbodentechnik E. Unger GmbH, 76139 Karlsruhe Fugendübel
US5791816A (en) 1996-10-31 1998-08-11 Mccallion; James Concrete joint restraint system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2113848A1 (fr) * 1970-10-16 1972-06-30 Tor Isteg Steel Corp
EP0104441A1 (fr) * 1982-08-27 1984-04-04 Heilit & Woerner Bau-AG Dispositif pour l'insertion de goujons

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI833551B (zh) * 2023-01-13 2024-02-21 双利工程有限公司 鋪面單元阻隔結構及鋪面單元回收環保工法

Also Published As

Publication number Publication date
DE19982708B4 (de) 2006-09-14
WO2000036221A1 (fr) 2000-06-22
DE29921629U1 (de) 2000-03-23
PL348149A1 (en) 2002-05-06
AU1973700A (en) 2000-07-03
DE19982708D2 (de) 2002-06-20
AU1973800A (en) 2000-07-03

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