Patent classifications
E01C2301/18
Transition on the fly
A system is provided for varying the width of a molded concrete slab on the fly as the slab is being molded. Position and height of the paving machine relative to an external reference system are determined and controlled using at least two 3D stringless reference objects. An additional sensor provides a signal corresponding to a frame width and thus a concrete slab width, and an actuator controls the frame width actively as the paving machine advances.
Variable Width Automatic Transition
A system is provided for automatically varying the mold width and thus the paving width of a molded concrete slab on the fly as the slab is being molded. An external stringline reference is used to control the height and direction of a first side of the paving machine. A slope sensor is used for automatic control of the height of the second side of the machine frame. A starting point signal generator provides a signal to initiate the automatic width transition. A controller controls width actuators for controlled variation of the mold width in response to the starting signal and a pre-programmed function of the controller.
Method for operating paving train machines
A method for operating construction machines of a paving train includes receiving at least one design file. The method includes receiving, by the computing device of the first construction machine of the paving train, a plurality of other machine data inputs from the at least one computing device of the at least one other construction machine of the paving train. The method includes receiving, by the computing device of the first construction machine of the paving train, a plurality of first machine data inputs. The method includes updating a paving work state file based upon the plurality of other machine data inputs and the plurality of first machine data inputs. The method includes controlling the first construction machine of the paving train based upon the plurality of other machine data inputs, the plurality of first machine data inputs, the at least one design file, and the paving work state file.
Transition On The Fly
A system is provided for varying the width of a molded concrete slab on the fly as the slab is being molded. Position and height of the paving machine relative to an external reference system are determined and controlled using at least two 3D stringless reference objects. An additional sensor provides a signal corresponding to a frame width and thus a concrete slab width, and an actuator controls the frame width actively as the paving machine advances.
SLIPFORM PAVER
A slipform paver includes at least one machine frame and at least three travelling devices connected to the machine frame. At least one conveyor is connected to the machine frame such that the conveyor is pivotable relative to the machine frame about a horizontal axis and about a vertical axis. At least one first actuator is configured to pivot the conveyor about the horizontal axis and at least one second actuator is configured to pivot the conveyor about the vertical axis, such that the conveyor is movable by at least the first actuator and the second actuator within a zone of movement defined relative to the machine frame. A controller is configured to define at least one area of collision within the zone of movement and to determine a position of the conveyor relative to the area of collision.
Transition on the fly
A system for varying the width of a molded concrete slab on the fly as the slab is being molded. Position and height of the paving machine relative to an external reference system are determined and controlled using at least two 3D stringless reference objects. An additional sensor provides a signal corresponding to a frame width and thus a concrete slab width, and an actuator controls the frame width actively as the paving machine advances.
Frame width adjustment by steering
A self-propelled construction machine includes machine frame that is laterally extendible to adjust a width of the machine frame. A frame lock can selectively lock and unlock the machine frame to permit the width adjustment. A controller includes a frame extension mode configured to steer at least one ground engaging unit to provide a lateral force to adjust the width of the machine frame as the machine is driven across the ground surface by the ground engaging units.
Transition On The Fly
A system is provided for varying the width of a molded concrete slab on the fly as the slab is being molded. Position and height of the paving machine relative to an external reference system are determined and controlled using at least two 3D stringless reference objects. An additional sensor provides a signal corresponding to a frame width and thus a concrete slab width, and an actuator controls the frame width actively as the paving machine advances.
Selective clamping of chassis
Methods of and apparatus for controlling relative telescoping extension or retraction of multiple telescoping assemblies is provided. The telescoping assemblies connect the main frame of a slipform paver to a side member of the slipform paver. Each telescoping assembly has a telescopic lock associated with the telescoping assembly. A common telescoping force is applied across the telescoping assemblies to widen or narrow the frame width of the slipform paver. Extension of the telescoping assemblies is monitored, and activation of the telescopic locks is controlled so as to determine which of the telescoping assemblies is allowed to telescope under application of the common telescoping force.
Selective Clamping Of Chassis
Methods of and apparatus for controlling relative telescoping extension or retraction of multiple telescoping assemblies is provided. The telescoping assemblies connect the main frame of a slipform paver to a side member of the slipform paver. Each telescoping assembly has a telescopic lock associated with the telescoping assembly. A common telescoping force is applied across the telescoping assemblies to widen or narrow the frame width of the slipform paver. Extension of the telescoping assemblies is monitored, and activation of the telescopic locks is controlled so as to determine which of the telescoping assemblies is allowed to telescope under application of the common telescoping force.