Abstract: A method of safely controlling a compaction machine, specifically a method of safely controlling a vibratory compaction machine includes at least one vibrating roller connected to at least one electric movement drive of the machine and at least one electric vibration drive, a central machine control unit, a battery system and a control unit of the battery system, according to which the central control unit of the machine overrides the control unit of the battery system. A compaction machine whose central control unit of the machine is data-connected to a control unit of the battery system which is hardwired to at least one control convertor of at least one electric drive of the machine.

Abstract: A vibrating roller, specifically a self-propelled vibrating roller includes a vibrating tread mounted by means of a damping system in the frame of an earthmoving construction machine. Within the cavity of the vibrating tread internal mechanisms are arranged, which are specifically a vibrating mechanism and a drive mechanism. At least one internal mechanism in the vibrating tread is mounted in the inner frame, which is mounted asymmetrically in the vibrating tread to the axis of the vibrating roller perpendicular to the axis of its rotation. The internal mechanisms are mounted in the axis of rotation of the vibrating roller. The vibrating mechanism includes a vibration motor and a drive mechanism including a travel motor, with the vibrating mechanism being connected to a vibrating shaft which includes a weight.

Abstract: A paving machine is disclosed. The paving machine may have a screed assembly having a left screed section and a right screed section. The paving machine may also have a crown actuator configured to pivot the left and right screed sections about the centerline. The paving machine may have a crown profile sensor configured to detect the crown profile (DP), and a cross slope sensor configured to detect a cross slope (QNL*, QNR*) of the screed assembly. Further, the paving machine may have a controller configured to determine the crown profile (DP) and a cross slope (QNL*, QNR*) of the screed assembly. The controller may calculate a left cross slope (QNL) of the left screed section and a right cross slope (QNR) of the right screed section based on the determined crown profile (DP) and the determined cross slope (QNL*, QNR*), and display the crown profile on the display device.

Abstract: A method for autonomous operation of a compression apparatus for compressing a ground, the method comprising the steps: choosing a surface to be processed of the ground; preparing the compression apparatus or at least a portion of the surface to be processed so that the compression apparatus automatically processes the surface to be processed in an autonomous operation so that substantially each spot of the surface to be processed is processed at least once; moving a position-determination device along a path which represents at least a portion of an outer boundary of the surface to be processed and capturing position data by the position determination device at least in an intermittent manner while moving the position determination device along the path; generating electronic information regarding a position of the outer boundary of the surface to be processed based on captured position data of the path.

Abstract: A device for compacting a substrate, comprising an under carriage with a base arranged on the under carriage; a superstructure which is connected to the under carriage so as to transmit a force; a vibration exciter, by means of which at least the base of the undercarriage can be caused to vibrate and a contact plate, which is arranged on the base, said contact plate being arranged on a base lower face facing away from the superstructure such that the contact plate directly contacts the substrate to be compacted during the operation of the device. The contact plate and the base are connected together in a non-destructively releasable manner so as to transmit a force.

Abstract: An apparatus for compaction of soil and asphalt includes a first mass, such as a compaction drum, or vibrating plate, a second mass configured to oscillate vertically and an unbalanced shaft configured to vibrate the first and second masses. Wherein removable masses can be added and removed from the second mass, in order to enable resonance vibration of the first and second masses, thereby doubling and even tripling the compaction forces applied to the surface being compacted.

Abstract: The invention relates to a method for producing a binder foam for producing asphalt. In a pressurized stream of heated binder a liquid, which has a lower evaporation temperature under atmospheric pressure than the temperature of the heated binder stream is injected at an angle (?) of greater than 90° relative to the flow direction (S) of the binder stream such that a pressurized mixture stream of the binder with drops of liquid distributed therein or with drops of liquid distributed therein and vapor bubbles resulting from said drops is provided downstream of the injection point (D). The pressure of said mixture stream is then decreased whereby the binder is foamed as a result of an evaporation of the drops of liquid contained in the binder and/or as a result of the expansion of the vapor bubbles resulting from the drops of liquid.

Abstract: A paving machine is disclosed. The paving machine may have a screed assembly having a left screed section and a right screed section. The paving machine may also have a crown actuator configured to pivot the left and right screed sections about the centerline. The paving machine may have a crown profile sensor configured to detect the crown profile (DP), and a cross slope sensor configured to detect a cross slope (QNL*, QNR*) of the screed assembly. Further, the paving machine may have a controller configured to determine the crown profile (DP) and a cross slope (QNL*, QNR*) of the screed assembly. The controller may calculate a left cross slope (QNL) of the left screed section and a right cross slope (QNR) of the right screed section based on the determined crown profile (DP) and the determined cross slope (QNL*, QNR*), and display the crown profile on the display device.

Abstract: The invention relates to a method for determining the soil stiffness (kB) of a soil area (2). For this purpose, a vibration-excited contact body (6, 8) of a soil compacting device (1) acts upon the soil surface (9) in such a way that during the acting upon an unsteady loss of contact (jumping) between the soil surface (9) and the contact body (6, 8) occurs. While acting upon the soil surface, parameters (f) of the oscillation excitation and parameters ({umlaut over (x)}d) of the oscillation response (xd) of the contact body (6, 8) are determined and from these in combination with known parameters (mu, ru, md) of the soil compacting device (1) the soil stiffness (kB) is computed.

Abstract: The invention concerns a method for heating a paver screed (10) of a road paver equipped with a heating device, wherein the heating device comprises electrical heating elements (2), which for generating heat are charged with electric current by a current generator (1). For changing the heating power of the heating device, the voltage (U), the heating elements (2) are charged with, is changed. Thus, for controlling or regulating, respectively, the heating power the voltage charged to the individual heating element (2) is increased or reduced. By this, an energy-efficient operation is made possible and the service life of the heating elements (2) as well as of the generator (1) can significantly be increased. Likewise, the motor driving the generator (1) is spared and in case of a combustion engine, e.g. a diesel engine, also fuel is saved.

Abstract: The invention relates to an unbalance type exciter (6) for a soil compaction device. This exciter comprises a carrying structure (5) as well as an unbalance weight (8, 9), which by means of a bearing (11a, 11b) is supported at the carrying structure (5) in rotatable manner around a rotation axis (Y) which in the intended use is stationary with respect to the carrying structure (5), for generating an intermittent exciting force for causing the carrying structure (5) in the intended use to vibrate. The bearing (11a, 11b) of the unbalance weight (8, 9) is arranged at least partially within the space which is circled by the unbalance weight (8, 9) when rotating around the rotation axis (y). Owing to the fact that this space is used for receiving at least part of the bearing of the unbalance weight (8, 9) it becomes possible to provide unbalance type exciters (6) having very small axial overall length.

Abstract: The invention relates to an unbalance type exciter (6) for a soil compaction device. This exciter comprises a carrying structure (5) as well as an unbalance weight (8, 9), which by means of a bearing (11a, 11b) is supported at the carrying structure (5) in rotatable manner around a rotation axis (Y) which in the intended use is stationary with respect to the carrying structure (5), for generating an intermittent exciting force for causing the carrying structure (5) in the intended use to vibrate. The bearing (11a, 11b) of the unbalance weight (8, 9) is arranged at least partially within the space which is circled by the unbalance weight (8, 9) when rotating around the rotation axis (y). Owing to the fact that this space is used for receiving at least part of the bearing of the unbalance weight (8, 9) it becomes possible to provide unbalance type exciters (6) having very small axial overall length.

Abstract: The invention relates to a hinge assembly for connecting two vehicle parts to a vehicle that is capable of crab steering, has articulated frame steering and comprises articulating vehicle axles. Four structural elements are connected to each other by four hinge connections, the hinge centers being arranged in a common plane in a basic state, such that they form a frame which is substantially rigid with respect to thrust forces in that plane. Two of the structural elements forming opposite sides of the frame can in each case be rotated about a rotational axis located in said plane with respect to the other three structural elements. Furthermore, the hinge connections are designed in such a manner that, starting from the basic state, the two rotational axes can be articulated relative to each other in that one of the rotational axis can be pivoted out of the plane.

Abstract: The invention relates to a soil compacting device having an exciter part (1), which has an unbalance exciter (2) for producing an intermittent exciter force and a contact surface (3) for transmitting a force component of the exciter force directed perpendicularly to the contact surface (3) to the soil surface (4) to be compacted as a pulsing compressive force. The device also has a vibration damper part (5), which is connected to the exciter part (1) by means of a spring-damper unit (15). The spring stiffness of the spring-damper unit (15), the damping of the spring damper unit (15), the spring pre-load of the spring-damper unit (15), the mass of the vibration damper part (5), the mass moment of inertia of the vibration damper part (5), the mass of the exciter part (1), and/or the mass moment of inertia of the exciter part (1) can be varied during operation.

Abstract: The invention relates to a method for determining the soil stiffness (kB) of a soil area (2). For this purpose, a vibration-excited contact body (6, 8) of a soil compacting device (1) acts upon the soil surface (9) in such a way that during the acting upon an unsteady loss of contact (jumping) between the soil surface (9) and the contact body (6, 8) occurs. While acting upon the soil surface, parameters (f) of the oscillation excitation and parameters ({umlaut over (x)}d) of the oscillation response (xd) of the contact body (6, 8) are determined and from these in combination with known parameters (mu, ru, md) of the soil compacting device (1) the soil stiffness (kB) is computed.

Abstract: The invention relates to a soil compacting device having an exciter part (1), which has an unbalance exciter (2) for producing an intermittent exciter force and a contact surface (3) for transmitting a force component of the exciter force directed perpendicularly to the contact surface (3) to the soil surface (4) to be compacted as a pulsing compressive force. The device also has a vibration damper part (5), which is connected to the exciter part (1) by means of a spring-damper unit (15). The spring stiffness of the spring-damper unit (15), the damping of the spring damper unit (15), the spring pre-load of the spring-damper unit (15), the mass of the vibration damper part (5), the mass moment of inertia of the vibration damper part (5), the mass of the exciter part (1), and/or the mass moment of inertia of the exciter part (1) can be varied during operation.

Abstract: The invention relates to a hinge assembly (1) for connecting two vehicle parts (2, 3) to a vehicle that is capable of crab steering, has articulated frame steering and comprises articulating vehicle axles. It comprises four structural elements (4, 5, 6, 7) which are connected to each other by four hinge connections (8, 9, 10, 11), the hinge centers of which are arranged in a common plane in a basic state, in such a manner that they form a frame which is substantially rigid with respect to thrust forces in that plane. Two of the structural elements (4, 6) forming opposite sides of the frame which is substantially rigid with respect to thrust forces can in each case be rotated about a rotational axis (D1, D2) located in said plane with respect to the respective other three structural elements.

Abstract: The invention relates to a system for co-ordinated soil cultivation, said system comprising a plurality of soil compacting devices (W1, W2) used to determine location-related relative compacting values (V(W1; TB1, xi, yi;I?1 . . . n)), and a calibrating device (EV) used to determine location-related absolute compacting values. A calculating unit (R), which is connected to the compacting devices (W1, W2) and the calibrating device (EV) in such a way as to transmit messages, is used to correlate the obtained relative and absolute location-related compacting values. A system control (CPU1, . . .

Abstract: According to the invention, a single device permits the relative soil rigidity values of a section of soil to be determined in a rapid measuring method and in addition, absolute soil rigidity values to be determined in a slightly slower method. If the device is calibrated with the aid of the measured absolute values, a rapid absolute measurement can also take place. The device can also be used for soil compaction.

Abstract: According to the invention, a single device permits the relative soil rigidity values of a section of soil to be determined in a rapid measuring method and in addition, absolute soil rigidity values to be determined in a slightly slower method. If the device is calibrated with the aid of the measured absolute values, a rapid absolute measurement can also take place. The device can also be used for soil compaction.