This application is a National Stage application of International Patent Application No. PCT/CH2015/000178, filed on Dec. 3, 2015, the disclosure of which is hereby incorporated by reference in its entirety.
The invention concerns an arrangement for providing a pulsing compressive force, a soil compaction device comprising such an arrangement, the use of the soil compaction device for the compaction of asphalt as well as a method of operating such an arrangement or such a soil compaction device according to the preambles of the independent claims.
In the field of soil compaction, compaction devices are used in which a soil contact surface, which in most cases is formed by a flat plate or a roller body (drum), by means of an unbalance exciter is caused to vibrate, thereby exerting a pulsing compressive force onto the soil.
By means of this it is possible to achieve with simple compaction devices in the contact operation (permanent soil contact) soil compaction forces which temporarily amount to 2-times of the weight of the device. In case an occasional taking-off of the soil contact surface is permitted, even soil compaction forces can be achieved which temporarily amount to 2.5-times of the weight of the device.
In more sophisticated compaction devices, which function according to the damper principle, the plate or roller body is via a spring-damper-system connected with an damper mass arranged above it, which mass via the spring-damper-system is also excited in order to vibrate. In case the erasor mass is vibrating in phase with the same frequency (1:1 resonance) or with half of the frequency (2:1 resonance) of the plate or the roller body, with this machine concept soil compaction forces can be achieved which amount to more than 3-times of the weight of the device, if the taking-off of the soil contact surface from the ground is permitted. Such soil compaction surfaces are know e.g. from WO 2011/127611 A2.
In particular when compacting asphalt, a taking-off of the soil contact surface from the ground is however inadmissible, since such a compaction operation would result in a fragmenting of the mineral material at the asphalt surface, what at all costs must be avoided. Nevertheless, also here there exists a permanent desire for machines having increased compaction power.
Therefore, it is the objective of the invention to provide a machine concept by means of which in contact operation significantly higher compaction power can be achieved as to date.
This objective is achieved by the present invention.
Accordingly, a first aspect of the invention concerns an arrangement for providing a pulsing compressive force. The arrangement comprises a first mass, which provides a contact surface for transferring the pulsing compressive force onto a physicalness, e.g. onto a ground surface to be compacted. Further, the arrangement comprises a second mass, which via a first spring-damper-system is coupled with the first mass to form a first vibrating system. Furthermore, the arrangement comprises an unbalance exciter, by means of which this first vibrating system can be excited to vibrate, preferrably to vibrate in resonance.
In the static state of the first vibrating system, i.e. when the system is at rest, the second mass exerts a static force on the first mass via the first spring-damper-system in a first direction. Thereby, the coupling of the first mass and the second mass via the first spring-damper-system is realized in such a way that via the first spring-damper-system in the intended operation no forces can be transferred from the first mass in the first direction to the second mass and no forces can be transferred from the second mass in a second direction, which is opposite to the first direction, to the first mass. In addition, the arrangement is constructionally designed such that this so called “one-sided coupling” of the two masses via the first spring-damper-system in the intended operation can be temporarily suspended, preferrably periodically (i.e. repeatedly in periodic intervals), by a vibratory movement of the second mass in the second direction, and the second mass can then execute a part of its oscillation path in the uncoupled state, before the coupling of the masses via the first spring-damper-system is then, following a reversal in direction of the vibratory movement of the second mass, in particular abruptly, re-established. The suspension and guidance, respectively, of the second mass is thus designed in such a way that in the intended operation it can execute an oscillation path which enables the before mentioned temporary decoupling.
It has shown that with such arrangements according to the invention there can be provided soil compaction devices, which achieve in the contact operation (permanent ground contact) soil compaction forces which temporarily are significantly higher than 2-times of the weight of the device.
In a preferred embodiment of the arrangement according to the invention, the first mass and the second mass are coupled in such way with the first spring-damper-system that the second mass, when vibrating in the intended operation, can temporarily decouple from the first spring-damper-system through a movement in the second direction and in the decoupled state can execute a part of its oscillation path, before it then, after a reversal in direction of movement, again, in particularly abruptly, couples to the first spring-damper-system, while the first mass is fixedly or in a manner that in the intended operation it cannot be decoupled, respectively, connected with the first spring-damper-system and at the same time forms a part of this first mass.
In another preferred embodiment the analogous opposite coupling situation is envisaged, i.e. the first mass is temporarily decoupled from the first spring-damper-system.
Depending on the structural design of the arrangement either variant may be more preferable.
In a further preferred embodiment of the arrangement, in the static state of the first vibrating system, the second mass exerts a static compressive force on the first mass via the first spring-damper-system. At the same time, the first mass and the second mass are coupled to one another via the first spring-damper-system in such a way that via the first spring-damper-system exclusively compressive forces can be transferred between the two masses.
In another preferred embodiment of the arrangement, in the static state of the first vibrating system, the second mass exerts a static tensile force on the first mass via the first spring-damper-system. At the same time, the first mass and the second mass are coupled to one another via the first spring-damper-system in such a way that via the first spring-damper-system exclusively tensile forces can be transferred between the two masses.
Depending on the structural design of the arrangement either variant may be more preferable.
In still a further preferred embodiment of the arrangement, the static force exerted in the static state of the first vibrating system by the second mass via the first spring-damper-system on the first mass substantially runs in the direction of gravity. Such arrangements according to the invention are especially suitable for soil compaction devices and ramming devices.
In particular when using the arrangement according to the invention in soil compaction devices it is further preferred that the static force exerted in the static state of the first vibrating system by the second mass via the first spring-damper-system on the first mass completely or in part is generated by the weight of the second mass.
Alternatively or additionally it is envisaged that the static force exerted in the static state of the first vibrating system by the second mass via the first spring-damper-system on the first mass completely or in part is generated by a force charged to the second mass. In particular in applications where the first direction runs inclined or even horizontal, as e.g. in case of a use of the arrangement according to the invention in a horizontally oriented drilling machine for generating a pulsing contact pressing force of the drill onto the area of machining, this embodiment is advantageous or even necessary.
In that case it is envisaged in a preferred variant that the force charged to the second mass is charged to the mass via one or several spring elements. By this, the vibration behaviour of the second mass can selectively be adjusted in such embodiments.
In doing so in a preferred embodiment of the last mentioned variant it is further envisaged that the spring element or the spring elements are connected with the first mass in such a way that in the static state of the first vibrating system via this or these spring elements a force is transferred to the first mass which acts in the second direction.
In still a further preferred embodiment of the arrangement according to the first aspect of the invention the first mass and the second mass are coupled to one another via a further spring-damper-system. Preferably, the modulus of resilience and/or the damping of the further spring-damper-system is smaller than the modulus of resilience and/or the damping of the first spring-damper-system.
In that case it is further preferred in a first variant of this embodiment of the arrangement that the first mass and the second mass are coupled to one another via the further spring-damper-system in such a way that between the further spring-damper-system and the two masses, forces can be transferred in the first direction and in the second direction. In other words the further spring-damper-system in this variant couples the two masses both-sided, i.e. such that both tensile forces and compressive forces can be transferred between the masses.
In a second variant of this embodiment of the arrangement, the first mass and the second mass are coupled to one another via the further spring-damper-system in such a way that via the further spring-damper-system from the second mass no forces can be transferred in the first direction to the first mass and from the first mass no forces can be transferred in the second direction to the second mass. In other words the further spring-damper-system in this second variant couples the two masses thus one-sided, such that merely either tensile forces or compressive forces can be transferred between the masses. In that case the arrangement is designed such that this so called “one-sided coupling” of the two masses via the further spring-damper-system in the intended operation can be temporarily suspended, preferably periodically, by a vibratory movement of the second mass in the first direction, and the second mass then in the uncoupled state can execute a part of its oscillation path, before the coupling of the masses via the further spring-damper-system is then, after a reversal in direction of the vibratory movement of the second mass, in particular abruptly, re-established.
In the before mentioned embodiments of the arrangement, in case that the static force exerted in the static state of the first vibrating system on the first mass completely or in part is generated by one or several spring elements charging the second mass, it is preferred that this or these spring elements are part of the further spring-damper-system.
In still a further preferred embodiment, the arrangement according to the first aspect of the invention comprises a third mass, which via a second spring-damper-system is coupled with the first mass to form a second vibrating system and/or which via a third spring-damper-system is coupled with the second mass to form a third vibrating system. Depending on the configuration and tuning of the masses and spring-damper-systems of the arrangement as well as depending on the excitation of same by means of the unbalance exciter, this third mass can e.g. serve as “resting pole”, which practically executes no vibratory movement and is suitable for arranging drive motors, controls and control elements thereon and in case the first direction is vertically oriented additionally forms a load in this direction, or can also serve as “damper mass”, which, in particular in phase, vibrates with the first mass, in particular with the frequency of oscillation of the first mass or with the half or a third of the frequency of oscillation of the first mass, and thereby additionally contributes a part to the pulsing compressive force in the first direction.
In that case in a preferred variant it is envisaged that the third mass and the first mass are coupled with each other via a second spring-damper-system in such a manner that between the second spring-damper-system and the two masses forces can be transferred both in the first direction and in the second direction. In other words the second spring-damper-system in this variant couples these two masses thus both-sided to each other, i.e. such that both tensile forces and compressive forces can be transferred between these masses.
Alternatively or additionally it is envisaged that the third mass and the second mass via a third spring-damper-system are coupled with each other in the before described manner.
In that case in a first preferred variant, the coupling of the third mass and the second mass is such that between the third spring-damper-system and these two masses both forces in the first direction and in the second direction can be transferred, thus these two masses are both-sided coupled, so that both tensile forces and compressive forces can be transferred between these masses.
In a second preferred variant, the third mass and the second mass are coupled with each other via the third spring-damper-system in such a manner that via the third spring-damper-system no forces can be transferred from the second mass in the first direction to the third mass and no forces can be transferred from the third mass in the second direction to the second mass. In other words the third spring-damper-system in this variant couples these two masses thus one-sided with each other, such that merely either tensile forces or compressive forces can be transferred between these masses. In that case the arrangement is designed such that this so called “one-sided coupling” of the two masses via the third spring-damper-system can be temporarily suspended during the intended operation, preferable periodically, by a vibratory movement of the second mass in the first direction and the second mass then in the uncoupled state can execute a part of its oscillation path, before the coupling of the masses via the third spring-damper-system is then, after a reversal in direction of the vibratory movement of the second mass has taken place, in particular abruptly, re-established.
Preferrably, the vibrating systems of the arrangement according to the invention are tuned or are tunable such that, when in the intended operation of the arrangement the first vibrating system (first mass, first spring-damper-system, second mass) is vibrating, preferrably in resonance, the second mass vibrates in phase with the first mass, in particular with the frequency of oscillation of the first mass or with half or a third of the frequency of oscillation of the first mass. By this it becomes possible to generate particular huge pulsing compressive forces.
Also it is envisaged in preferred embodiments of the arrangement, in which the arrangement comprises a third mass which is coupled with the first mass via a second spring-damper-system to form a second vibrating system and/or which is coupled with the second mass via a third spring-damper-system to form a third vibrating system, that the vibrating systems of the arrangement are tuned or are tunable such that when in the intended operation of the arrangement the first vibrating system (first mass, first spring-damper-system, second mass) is vibrating, preferrably in resonance, the third mass substantially does not execute any vibratory movement. By this, the third mass can e.g. serve as “resting pole” and is suitable for arranging drive motors, controls and control elements thereon.
The unbalance exciter of the arrangement according to the invention, which preferably is designed as directional vibrator or as circular vibrator, by advantage forms a part of the first mass or a part of the second mass, and in the intended operation excites said mass to vibrate. With the last mentioned embodiment variant of the arrangement especially huge pulsing compressive forces can be generated.
In a further preferred embodiment of the arrangement according to the invention, the second mass according to the claims is formed by several partial masses, preferably by exactly two partial masses, which by advantage have the same weight. These partial masses in each case are coupled via an own first spring-damper-system according to the claims with the first mass to form a own first vibrating system according to the claims.
The contact surface for transferring the pulsing compressive force onto a physicalness which is provided by the first mass, preferably is the outer surface of the drum of a roller, the underside of the bottom plate of a vibratory plate, the working surface of a chiselling or drilling tool or the contact surface of the vibration plate of a road paver.
In embodiments, in which the contact surface for transferring the pulsing compressive force onto a physicalness, which contact surface is provided by the first mass, is the outer surface of the drum of a roller, it is further preferred that the second mass is formed by one or several circular weightings or comprises such weightings, which are arranged inside the drum and therein can execute a vibratory movement in a direction transverse to the longitudinal axis of the drum.
In particular in the case that the unbalance shaft of the unbalance exciter penetrates the circular weighting or the circular weightings, extremely compact arrangements according to the invention become possible.
A second aspect of the invention concerns a soil compaction device comprising an arrangement according to the first aspect of the invention, namely preferably a vibratory plate or a roller preferably having one or two vibratory excited drums.
A third aspect of the invention concerns the use of the soil compaction device according to the second aspect of the invention for the compaction of asphalt. In such usages of the devices, the advantages of the inventions especially clear become apparent.
A fourth aspect of the invention concerns a method of operating an arrangement according to the first aspect of the invention or of operating a soil compaction device according to the second aspect of the invention. According to the method, the contact surface of the first mass, e.g. the underside of the bottom plate of a vibratory plate equipped with the arrangement according to the invention or the tip of the drill of a rotary hammer drill equipped with the arrangement according to the invention, is brought into contact with a physicalness, e.g. with a ground surface to be compacted or with a wall of a building in which a hole shall be drilled. While the contact surface is in contact with the physicalness, the first vibrating system by means of the unbalance exciter is excited in such a manner that the coupling of the two masses via the first spring-damper-system is temporarily suspended, preferably in regular intervals (periodically), by a vibratory movement of the second mass in the second direction, the second mass then in the uncoupled state executes a part of its oscillation path, and the coupling of the masses via the first spring-damper-system is then, after a reversal in direction of the vibratory movement of the second mass, in particularly abruptly, re-established.
With the method according to the invention particular huge pulsing compressive forces can be introduced into the physicalness that is to be treated, and in case of the operation of soil compaction devices in contact operation (permanent ground contact) ground compaction forces can be achieved which temporarily are significantly larger than 2-times the weight of the device.
Preferrably, the contact surface of the first mass during the acting upon the physicalness is continuously held in contact with the physicalness. This variant of the method is of outstanding relevance in particular for the compaction of asphalt, since a jumping of the contact surface of the compaction device would result in a fragmenting of the mineral material at the asphalt surface, what at all costs must be avoided.
In a preferred embodiment of the method, the vibrating systems of the arrangement are in such a way excited to vibrate that the second mass vibrates in phase with the first mass, preferrably with the frequency of oscillation of the first mass or with half or a third of the frequency of oscillation of the first mass. By this, especially huge pulsing compressive forces can be generated.
In still a further preferred embodiment of the method an arrangement according to the invention is used, which comprises a third mass, and the vibrating systems of the arrangement are in such a way excited to vibrate that the third mass substantially does not execute any vibratory movement.
Further embodiments, advantages and applications of the invention result from the dependent claims and from the now following description by means of the drawings.
The
As can be seen, the arrangement comprises a first mass 1, which provides a contact surface 2 in the form of the outer surface of the drum of the roller for transferring the pulsing compressive force onto the ground area 3 that is to be compacted. Further, the arrangement comprises a second mass 4, which via a spring-damper-system 5, 6 (first spring-damper-system according to the claims) is coupled with the first mass 1 to form a vibrating system 1, 4, 5, 6 (first vibrating system according to the claims).
Also the arrangement comprises an unbalance exciter 7, by means of which this vibrating system 1, 4, 5, 6 can be excited to vibrate. In the static state of the first vibrating system 1, 4, 5, 6, the second mass 4 due to its weight exerts a static force via the first spring-damper-system 5, 6 in the direction S1 (first direction according to the claims) onto the first mass 1, which direction in the present case is identical with the direction of gravity.
In that case, the first mass 1 and the second mass 4 are coupled to one another via the spring-damper-system 5, 6 in such a way that in the intended operation via this system 5, 6 no forces can be transferred from the first mass 1 in the direction S1 to the second mass 4 and no forces can be transferred from the second mass 4 to the first mass 1 in a direction S2 (second direction according to the claims), which is opposite to the direction S1.
Thus, in the present case, the second mass 4 in the static state of the system 1, 4, 5, 6 exerts a static force in the direction of gravity on the first mass 1 and the coupling is such that via the spring-damper-system 5, 6 exclusively compressive forces can be transferred between the two masses 1, 4.
The arrangement which is exemplary illustrated here is furthermore designed such that the coupling of the two masses 1, 4 via the first spring-damper-system 5, 6 during the intended operation can periodically be temporarily suspended by a vibratory movement of the second mass 4 in the direction S2, i.e. opposite the direction of gravity, the second mass then can, in the uncoupled state, execute a part of its oscillation path, and the coupling via the first spring-damper-system 5, 6 is then, following a reversal in direction of the vibratory movement of the second mass 4, re-established. In the present case, the temporary suspension of the coupling of the two masses 1, 4 via the spring-damper-system 5, 6 takes place due to a temporary decoupling of the second mass 4 from the spring-damper-system 5, 6. This coupling situation is indicated in the Figures by the distance between the spring-damper-system 5, 6 and the second mass 4.
The variants according to the
The
Thereby, in the present case, the first mass 1 and the second mass 4 are coupled to one another via the further spring-damper-system 8, 9 in such a way that between this spring-damper-system 8, 9 and the two masses 1, 4 forces can be transferred in both direction S1, S2.
The
The arrangement furthermore is designed such that the coupling of the two masses 1, 4 via the further spring-damper-system 8, 9 during the intended operation can periodically be temporarily suspended by a vibratory movement of the second mass 4 in the direction S1, i.e. in direction of gravity, the second mass can then in the uncoupled state execute a part of its oscillation path, and the coupling of the two masses 1, 4 via this further spring-damper-system 8, 9 is then, following a reversal in direction of the vibratory movement of the second mass 4, i.e. in the subsequent upwards movement of the second mass 4, re-established.
The embodiments according to the
The fourth arrangement according to the invention according to the
The fifth arrangement according to the invention according to the
The sixth arrangement according to the invention according to the
The seventh arrangement according to the invention according to the
The eighth arrangement according to the invention according to the
As can be seen in synopsis with
In this case, the drum 1 is in each case in the area which surrounds the additional mass rings 4a, 4b, on its inner side lined (glued) with a mat having a thickness of 1 centimeter which is made of polyurethane 5, 6 having a mass density of 1.25 g/cm3. The mats 5, 6 form in each case a first spring-damper-system according to the claims for the vibratory coupling of the respective additional mass ring 4a or 4b, respectively, to the drum 1. The additional mass rings 4a, 4b rest with their weight in direction of gravity S1 on these mats 5, 6 and by doing so are via the polyurethane mats 5, 6 one-sided coupled to the drum 1. The drum 1 with unbalance exciter 7 (first mass according to the claims) has a weight of about 750 kg. The additional mass rings 4a, 4b (second mass according to the claims) have in each case a basic weight of 100 kg and can, by means of additional weights which can be attached to them, in steps of 7.5 kg be brought in each case to a weight of 160 kg.
The unbalance exciter 7 comprises a single unbalance shaft 21 (circular vibrator) having a fixed unbalance of about 0.05 kgm, which is supported in two vertical walls 15a, 15b in the drum and can be rotated via a hydraulic motor 16.
The roller chassis 10 (third mass according to the claims) rests with a weight of about 1100 kg with two arms 17a, 17b, which laterally enter into the ends of the drum 1, on the drum 1, which relative to the chassis 10 is supported so that it can be rotated about a horizontal axis. Thereby, the roller chassis 10 via rubber vibration damper 11, 12, which form a second spring-damper-system according to the claims, is coupled to the drum 1, such that the roller chassis 10 substantially is vibrations-wise decoupled from the drum 1. On the left side of the drum 1 shown in
In the intended operation, the unbalance shaft 21 is rotated with the hydraulics motor 16 and then generates pulsing exciting forces with a desired exciting frequency (typically in the range between 40 Hz and 100 Hz). By this, the drum 1 is excited to vibrate accordingly and the in vertical direction freely moveable additional mass rings 4a, 4b, which due to their resting under gravity force on the polyurethane mats 5, 6 are in a vibrating manner coupled to the drum 1, also start to vibrate. In doing so, the rotary frequency of the unbalance shaft 21 (exciting frequency) and a possible weight charging of the additional mass rings 4a, 4b with additional weights is chosen such that the additional mass rings 4a, 4b periodically in a direction S2 opposite to the direction of gravity S1 temporarily take off from the polyurethane mats 5, 6, in this uncoupled state execute a part of its oscillation path in this direction S2, and then, following a reversal in direction, again travel in direction S1 and impinge on the polyurethane mats 5, 6. The outer surface 2 of the drum 1 in doing so permanently stays in contact with the ground to be compacted.
Depending on the properties (spring stiffness/damping) of the ground that is to be compacted, the rotary frequency and a possible weight charging by additional weights may vary considerably in order to achieve this operational state.
In the intended operation, the unbalance shaft 21 is rotated with the hydraulics motor 16 and the drum 1 and the additional mass ring 4 by doing so are caused to vibrate in such a manner that the additional mass ring 4 periodically in direction S2 opposite to the direction of gravity S1 temporarily takes off from the polyurethane mat 5, 6, in this uncoupled state executes a part of its oscillation path in this direction S2, and then, following a reversal in direction, again travels in direction of gravity S1 and again impinges on the polyurethane mat 5, 6.
The outer surface 2 of the drum 1 in doing so permanently stays in contact with the ground to be compacted.
Depending on the properties (spring stiffness/damping) of the ground that is to be compacted, the rotary frequency of the unbalance shaft may vary considerably in order to achieve this operational state.
In the intended operation the unbalance shaft 21 is rotated with the hydraulics motor 16 and the drum 1 and the additional mass ring 4 by doing so are caused to vibrate in such a manner that the additional mass ring 4 with the unbalance shaft 21 that is supported therein periodically in direction S2 opposite to the direction of gravity S1 temporarily takes off from the polyurethane mat 5, 6, in this uncoupled state executes a part of its oscillation path in this direction S2, and then, following a reversal in direction, again travels in direction of gravity S1 and again impinges on the polyurethane mat 5, 6.
The outer surface 2 of the drum 1 in doing so permanently stays in contact with the ground to be compacted.
Depending on the properties (spring stiffness/damping) of the ground that is to be compacted, the rotary frequency of the unbalance shaft 21 may vary considerably in order to achieve this operational state.
While there are described preferred embodiments of the invention in the present application it is clearly noted that the invention is not limited to them and may be carried out in other ways within the scope of the now following claims.
Filing Document | Filing Date | Country | Kind |
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PCT/CH2015/000178 | 12/3/2015 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
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WO2017/091912 | 6/8/2017 | WO | A |
Number | Name | Date | Kind |
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20040009039 | Corcoran | Jan 2004 | A1 |
20130259570 | Thiesse | Oct 2013 | A1 |
Number | Date | Country |
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20 2004 014 585 | Jan 2006 | DE |
20 2009 004 302 | Nov 2009 | DE |
2011127611 | Oct 2011 | WO |
Entry |
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International Search Report for International Application No. PCT/CH2015/000178 dated Aug. 3, 2016. |
Number | Date | Country | |
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20180355572 A1 | Dec 2018 | US |