Method and machine for forming a concrete path or the like, as well as device for inserting dowels applied herewith

A paving machine having a dowel bar insertion assembly and a form piece permit precise placement of at least one dowel bar, in a mass of concrete, before smoothing and leveling of the concrete mass into a desired surface. A detection device activates a drive device to eject the dowel bars into the concrete mass at a desired interval.

BACKGROUND

It is known to provide so-called dowels in concrete paths, usually mostly at the location of joints, more particularly so-called load transfer joints, expansion joints or contraction joints. Such dowels are reinforcement bars with a length of approximately 0.5 m, which mostly are provided in the concrete in the longitudinal direction of the path to be formed. Contrary to traditional reinforcement bars, they mostly consist of smooth-surfaced bars used to form a load-transfer joint of expansion or contraction type. Classically, a whole series of such dowels next to each other is provided at mutual interspaces of, for example, 20 to 50 cm. After having provided the dowels in the concrete path and after the concrete possibly already has hardened, over each series of dowels, in the width of the concrete path, up to just above the dowels, a groove is formed, for example, cut, in the concrete, in order to form the expansion joint. With a possible expansion or contraction, the lower part then forms a breaking zone, whereas the dowels still form a connection between both concrete parts, limiting any vertical movement of the concrete, e.g. caused by load applied by the traffic.

According to a known technique, an example of which is known from U.S. Pat. No. 5,405,212, such dowels are provided in the concrete after having formed the concrete path, when the concrete still is wet. To this aim, a series of dowels is dropped in a controlled manner onto the wet concrete surface, after which these dowels subsequently, by means of vibrating forks, are vibrated into the formed concrete path up to a well-defined depth. Usually, this is performed by means of a device situated at the paving machine by which the concrete path is realized, which device, during the insertion of the dowels, temporarily is stopped in respect to the concrete path, whereas the actual paving machine travels on, whereby, after the insertion of the dowels, the respective device is drawn forward.

This known technique has different disadvantages. An important disadvantage consists in that, as the dowels are inserted into the already formed concrete surface, this surface is disturbed, as a result of which an additional finishing operation, mostly by means of a finishing beam also fixed at the paving machine, must be provided for. Even when using such finishing beam, one will note that at the location where the dowels have been inserted, a demixing or so-called segregation of the concrete takes place, resulting in a poor quality of the finally obtained concrete surface.

Another disadvantage of said known technique consists in that such paving machine is relatively long, as a consequence of which it is difficult to turn and difficult to transport, due to the fact that the device must be able to be stopped temporarily for inserting the dowels, whereas the paving machine travels on, and this device, thus, must be movable in the longitudinal direction of the concrete path, over guide elements, as well as due to the fact that an additional finishing beam is required.

Another disadvantage of said known technique consists in that one never knows with certainty whether the dowels are situated on the right place in the concrete, as they may come loose from below the vibrating forks during insertion.

Also, inserting the dowels according to said known technique requires a large power, for commanding and moving the device along the paving machine, as well as for pushing and vibrating the dowels into the concrete.

In order to counteract the demixing of the concrete, it is already known to realize a concrete path in two layers, whereby before providing the second layer, series of dowels are deposited on the first layer. It is, however, obvious that this, due to the fact that a double layer has to be realized, is a complicated technique and/or a technique necessitating the use of rather complicated machines.

SUMMARY

The invention aims at a method and machine with which one or more of said disadvantages can be excluded and according to which a concrete path provided with dowels can be realized in a very efficient manner.

To this aim, according to a first aspect, a method is described for forming a concrete path or the like, which concrete path is provided with dowels, whereby unhardened concrete, by means of at least one form piece moving over the concrete, is brought into the shape of the concrete path to be realized. These dowels are brought into the concrete in front of and/or at the height of the form piece, more particularly before and/or at the moment when the concrete surrounding the dowels is forced, by means of the form piece, into the shape of the concrete path to be realized. In that the dowels in this manner are inserted before the actual concrete surface has been formed, it is excluded that this concrete must be disturbed afterwards. Thus, a demixing of the concrete neither will take place, as a result of which a concrete path with a perfect final quality can be guaranteed.

Of course, in this way there will be no necessity for using a finishing beam, as a consequence of which the construction of the applied machine can be particularly simple. However, this does not exclude that such finishing beam and/or other finishing elements, such as a smoothing board moving to and fro, can be used.

According to one characteristic, the dowels are inserted into the concrete such that, in a longitudinal direction, they are systematically enclosed by the concrete. It follows that the dowels are inserted or injected in a generally horizontal manner in the concrete. Due to this manner of insertion, there is no lateral movement of the dowels through the concrete, which further excludes the occurrence of a certain demixing of the concrete.

According to another characteristic, the concrete is vibrated and the dowels are brought into the concrete at the location where the concrete is vibrated. Thereby, automatically a compacting of the concrete around the dowels is taking place, without any form of demixing occurring.

According to another characteristic, for the insertion of the dowels in the concrete use is made of a device with one or more insertion devices for dowels, and these insertion devices, at least during the periods of time when dowels have to be inserted, are moved, together with the movement of the form piece, through the unhardened concrete which still has to be treated by means of the form piece. In consideration of the fact that the insertion devices substantially are situated in front of the form piece, these elements in fact can be permanently pushed through the rather raw concrete without causing any problem which is contrary to known dowel apparatuses mounted behind the form piece. According to this inventive characteristic, contrary to the known dowel apparatuses, no additional means are necessary for blocking the insertion means in the longitudinal direction of the concrete path and to draw them back to the paving machine after an insertion cycle.

It is clear that in such case, the insertion devices, at least at their lower ends, are located at a distance from each other, thereby providing passages for the concrete between these elements. An important advantage hereby is that the concrete can be poured in front of the insertion devices, and still better in a traditional manner in front of the complete paving machine. This technique is less critical than in the case that the concrete would be supplied in between the insertion devices and the form piece.

In an embodiment of a paving machine, an insertion device is used for inserting the dowels which comprises several feeding elements provided next to each other at regular interspaces, in order to bring thereby several dowels next to each other into the concrete, and the concrete is vibrated by means of different vibrating elements which are positioned between the respective insertion devices.

According to another embodiment, for the insertion of the dowels in the concrete, at least one insertion device is provided and dowels are pushed out of this insertion device in a longitudinal direction and thereby inserted into the concrete. As a consequence thereof, the dowels are put into the concrete in a particularly uniform manner.

In a practical view, the dowels are inserted by keeping them ready in the insertion devices, in the longitudinal direction of the concrete path, and subsequently, at the moment when they have to be brought into the concrete, releasing them from the insertion devices according to their longitudinal direction. As this takes place according to the longitudinal direction, the surrounding concrete is not disturbed and the risk of demixing is minimized.

Preferably, the dowels are kept ready in a guide tube or centering part and/or sealing part, from where the dowels, through an exit opening, are brought outside one after the other. This centering part and/or sealing part preferably is oblong and slim, such that it is easily enclosed by the concrete and subsequently this concrete connects around the released dowels in an efficient manner.

More particularly, it is preferred that the dowels are expelled by means of a centering part and/or sealing part; that at a location where a dowel has to be inserted, such dowel is kept ready in the centering part and/or sealing part; that a second dowel is provided behind said dowel, in the prolongation thereof; and that during inserting, the first dowel is pushed outside by the movement of the second, after which the second dowel becomes located in the centering part and/or sealing part, ready for a subsequent cycle. This technique offers the advantages that the dowels simply can be brought from the insertion devices to the outside, as well as that no concrete can penetrate into the insertion device, as the place of each inserted dowel immediately is taken by another.

According to another embodiment, the dowels are released from the insertion devices by moving them in a direction of movement in respect to the insertion devices moved through the concrete which is opposed to the direction of movement of the insertion devices, however, with a speed which is equal to, or approximately equal to, the speed of the insertion devices traveling through the concrete. Hereby, it is achieved that the dowels during inserting are standing still in respect to the ambient concrete and that the concrete sets around them. This also contributes to preventing any form of demixing of the concrete.

It is noted that the characteristic, according to which the dowels are inserted at the location where the concrete is vibrated, as well as the characteristic according to which the dowels are inserted such into the concrete that they systematically are surrounded by the concrete in a longitudinal direction, form characteristics which minimize the risk of demixing of the concrete. In addition, they also may be applied apart from the fact whether the dowels are inserted into the concrete at a location in front of the form piece and/or at the height of the form piece.

According to another aspect, a method for forming a concrete path or the like is provided, which concrete path is provided with dowels, wherein unhardened concrete, by means of at least one form piece moving over the concrete, is brought into the shape of the concrete path to be realized, with as a characteristic that the concrete is vibrated and that the dowels are inserted into the concrete at the location where the concrete is vibrated. As the dowels are inserted at the location where the concrete is vibrated, in fact a compacting of the concrete around the dowels is created, without having a demixing occurring, regardless whether the insertion now takes places in front, below or behind the form piece.

According to yet another aspect, a method for forming a concrete path or the like is provided, which concrete path is provided with dowels, wherein unhardened concrete, by means of at least one form piece moving over the concrete, is brought into the shape of the concrete path to be realized, with as a characteristic that the dowels are inserted such into the concrete that, in longitudinal direction, they are systematically surrounded by the concrete.

It is clear that these inventive characteristics can be combined at random, whereby it is obvious that certain combinations may offer additional advantages.

Further, according to another embodiment, a paving machine for forming a concrete path according to the methods described heretofore is provided. Such machine at least comprises a movable frame, to which a form piece for forming the concrete path is attached, as well as a device for inserting dowels, and, has the characteristic that the device for inserting dowels is situated, according to the travel direction of the machine, in front of and/or at the height of the form piece.

It is clear that the invention also relates to an insertion device for inserting dowels which allows to realize the method, as well as a paving machine according to the invention. Of course, such devices may be constructed as units for separate attachment at a paving machine.

It is noted that such device, regardless of the fact whether it fixedly belongs to a certain paving machine or not, can be made modular, as a consequence of which it may easily be adapted to different working widths and/or the interspaces between the dowels situated next to each other may easily be adapted. It is also not excluded to realize the device telescopically adjustable according to the working width, for example, by applying a series of insertion units which are suspended at a telescopic frame and which, in function of the span of the telescopic frame, all systematically are suspended farther or less far from each other, whereby possibly certain units, when suspended too close to each other, can be taken out of operation.

DESCRIPTION OF PREFERRED EMBODIMENTS

As represented inFIG. 1, a machine, more particularly a paving machine1, for forming a concrete path2is provided with dowels3.

The paving machine1comprises a frame4, whether or not extensible in width and/or length, and which is movable by means of support elements5situated, for example, at the corner points, which elements are provided, for example, with crawler tracks6which can be driven by means of motors which are not represented in the figures.

At the frame4and/or at the support elements5, different tools are attached for realizing the concrete path2. Depending on the application, either several tools are applied or not. In the example ofFIG. 1, these tools consist of, respectively, schematically indicated concrete spreader7for spreading concrete8poured in front of the paving machine1, a apparatus9for inserting the dowels3, means10for vibrating the concrete, one or more form pieces11and a finishing element12.

The concrete spreader7may be of different kind and consist, for example, of a plough for spreading the concrete8and/or a driven element, such as a worm screw for distributing the concrete8.

As represented inFIGS. 1 and 2, the means10for vibrating the concrete preferably consist of a series of internal vibrators in the shape of a needle, further called vibrating elements13, which, during the treatment of the concrete8, reach up into the concrete8, preferably up to below the form piece11. Such vibrating elements13may consist in a known manner of cylindrical elements in which driven excenter weights are provided, the speed of which preferably can be regulated.

The form piece11substantially consists of a large mould with which the concrete is pressed into a certain shape and simultaneously is given a smooth surface. When producing a classical concrete path, the form piece is made in a straight manner, for example, as a profile with a cross-section, such as represented inFIG. 1, which extends over the working width. It is clear that it may also have special shapes and may be composed of several parts, for example, for forming a gutter, a standing edge or the like at a concrete path.

The form piece11defines a leading edge36, a forming surface38extending towards a trailing end of the frame4, and a transition point40whereat the leading edge36merges with the forming surface38.

Also, several of such form pieces may be applied which can be displaced along each other, such that the working width can be adapted. When in the following, a form piece is mentioned, it is clear that this is also valid for embodiments where several such form pieces are present.

InFIG. 1, the finishing element12comprises a smoothing board which can be moved systematically over the formed surface14of the concrete path2.

Of course, the concrete spreader7and the finishing element12are optional.

According to one embodiment of the paving machine, apparatus9for inserting dowels3, according to the travel direction V of the paving machine1during paving, is situated in front of and/or at the height of the form piece11, contrary to known embodiments whereby the dowel apparatus is mounted behind the form piece.

Such as clearly visible inFIG. 2, the apparatus9substantially is composed of, on one hand, a series of insertion devices15for inserting dowels3, positioned adjacent to each other at regular interspaces, and, on the other hand, a drive device16cooperating therewith.

The insertion devices15are suspended such at the frame4that they, during the operation of the machine1, anyway, at least during the periods of time when dowels3have to be brought into the concrete8, reach up into the concrete8situated in front of the form piece11, more particularly are hanging down into the concrete with their undersides.

The insertion devices15and the vibrating elements13are positioned in an alternating manner adjacent to each other, distributed over the working width, as clearly represented inFIG. 2.

As represented inFIGS. 3 to 8, the insertion devices15comprise upwardly directed elements, each with a housing17of a small width extending substantially in a vertical plane parallel to the travel direction of the machine1. Each housing defines upper and lower portions.

These insertion devices15each comprise two compartments situated adjacent to each other, on one hand, a first compartment18functioning as a magazine and in which dowels3can be stacked horizontally one upon the other and, on the other hand, a second compartment19forming a passage for a pressing mechanism pertaining to the drive device16, more particularly a ejection device20, which ejection device20in fact can be considered as a device for horizontal injection of the dowels.

The ejection devices20of the respective insertion devices15, which, in the represented example, comprise vertical rods, are coupled at their upper side to drive elements pertaining to the drive device16, according to one embodiment, two simultaneously movable pressure cylinders21, in such a manner that all ejection devices20simultaneously can be subjected to a to-and-fro movement S. To this aim, the ejection devices20are connected at their upper portion to a transverse profile22extending according to the working width of the machine1, which profile, in its turn, is movable in that it is coupled, as represented inFIGS. 2 to 7, to the piston rods23, which can be moved in and out, of the pressure cylinders21. Hereby, the transverse profile22can be shifted over guides24.

At their lower portion, the ejection devices20are provided with a laterally directed cam25, as a result of which they can cooperate, by means of an open connection, more particularly a passage26, between the two compartments18–19, with a dowel3situated below in the first compartment18.

It is obvious that instead of two pressure cylinders21, also other drive devices may be applied, whether or not they are common to the respective insertion devices15.

To the lower portion of the rear wall28of each compartment18, next to the bottom thereof, a guide tube28is connected which consists of a relatively slim element, with a through-channel29which, on one hand, gives out in the magazine for the dowels3and, on the other hand, at its free portion, forms an outlet opening30for the dowels3. This guide tube28extends parallel to the movement direction of the paving machine1and usually is situated such that the outlet opening20, viewed according to the thickness of the concrete path2to be realized, is situated approximately in the middle thereof, as well as it is situated below the front half of the form piece11, and still more particularly, at the height of the extremities of the vibrating elements13.

As represented in greater detail inFIG. 9, the guide tube28preferably consists of an exchangeable sleeve in which two support points for the centered holding of the dowels3, in the form of sealing rings31–32, are provided. Due to the exchangeability, it is possible to provide sleeves for dowels3of different diameters and/or lengths.

The guide tube28preferably extends with such a length behind the rear wall27that, during the presence of one dowel3in this part28, still a second dowel3from of compartment18can be positioned therebehind.

Further, the apparatus9is equipped with a detection device33which can cooperate with guide elements34, erected next to the paving path, for example, small posts provided especially to this aim, and thereby it can activate the drive device16.

The functioning of the paving machine1, and more particularly of the apparatus9, can easily be deduced from the figures and substantially is such as explained hereafter.

First, a sufficient number of dowels3is provided in the compartments18. In rest position, each ejection device20is situated with its cam25behind the lowermost dowel3present in the pertaining magazine. Initially, the pressing elements20then are moved once to and fro, by having the piston rods23once go in and back out. As a result thereof, a condition ready for an operation cycle is created, as illustrated inFIG. 3, whereby at the bottom, two dowels3are situated axially one behind the other, one of which is situated in the guide tube21, in readiness for being applied.

When forming the concrete path2, concrete8is poured in front of the paving machine1. This concrete8first is roughly spread by said concrete spreader7, after which, by means of the form piece11, the actual concrete path2is formed. An additional smoothing movement may be performed by means of the finishing element12.

At the moment when the concrete gets under the form piece11, it is vibrated by means of the vibrating elements13, as a result of which is compacted and homogenized.

During paving, the insertion devices15are sliding through the concrete8.

When a series of dowels3has to be inserted, this is taking place in the manner as depicted systematically inFIGS. 3 to 6.

To this aim, the pressing elements20, which originally are in the starting position ofFIG. 3, are subjected to a backward displacement S by having the piston rods23go in. The activation of the piston rods23hereby is, for example, the consequence of a signal delivered by said detection device33. Of course, such activation also can be commanded manually by applying an appropriate control signal to the pressure cylinders21.

Due to the displacement of the pressing elements20, first of all a condition is created as inFIG. 4, whereby the lowermost dowel3is pushed from the magazine into the guide tube28, whereas the dowel3previously present therein is pushed outward.

The drawing in of the piston rod23, and more particularly the displacement of the ejection devices20, is performed at a speed which is equal to the traveling speed of the paving machine1. On account of the fact that the direction of displacement of the ejection devices20in respect to the insertion devices15, however, is opposed to the travel direction of the paving machine1, this results in the fact that the dowels3which leave the insertion devices15are kept at a standstill in respect to the surroundings, whereas the insertion devices15move forward and thereby release the respective dowels3. This speed can be regulated by means of appropriate, not-represented control means.

As a consequence, the dowels3, being released and inserted into the concrete8, are, according to their longitudinal direction, systematically surrounded by the concrete, whereby, also as a result of the effect of the vibrating elements13, a good compacting of the concrete8around the dowels3is obtained.

Finally, a condition is created, as depicted inFIG. 5, whereby said second dowel3each time becomes located in the guide tube28, whereas the first dowel3is sitting freely in the concrete8. In consideration of the fact that the paving machine1is traveling on, the first dowel, as depicted inFIG. 6, remains in the concrete path2, whereas the second dowel is carried along in the guide tube28.

By moving the ejection devices20back, again a starting condition, as represented inFIG. 3, is created.

The functioning explained heretofore also illustrates the method described in the introduction.

Of course, different variants are possible. The main idea of the invention consists in that the dowels3are brought into the concrete8in front of or at the height of the form piece11, and it is clear that according to the invention, this may be realized in any other manner than described in the aforegoing.

So, for example, this must not necessarily be realized by means of insertion devices15which are equipped with magazines for several dowels3.

It is also possible to provide an automatic supply system for dowels, more particularly for filling the magazines, above the insertion devices15.

Also, different parts may be made adjustable, exchangeable and/or modular. So, for example, is it possible to apply adaptable side walls in the compartments18, as a result of which the length and diameter of the compartments18can be adjusted in function of the length of the applied dowels3. Also the depth at which the insertion devices15are hanging in the concrete8, as well as the location where these insertion devices15are attached in the width of machine1, can be adjustable.

Although the dowels preferably are inserted parallel to the travel direction of the paving machine, it is not excluded to realize this at a slight angle of, for example, 15 degrees. To this end, the insertion devices15can be adjusted at an angle.

Due to the fact that the insertion devices15are pushed through the concrete, the magazines can be located quite close to the form piece, which offers several advantages, such as a more stable construction. In a preferred embodiment, this distance is less than the maximum length of the dowel bars for which the magazines have been designed.

The present invention is in no way limited to the forms of embodiment described by way of example and represented in the figures, on the contrary may such method and machine for forming a concrete path or the like, as well as the device for inserting the dowels used therewith, be realized according to various variants without leaving the scope of the invention.