A reinforcement assembly removably connectable to a pan of a troweling machine having a rotor assembly with corresponding troweling arms each supporting a trowel blade is provided. The reinforcement assembly comprises a reinforcement member; a first connector connectable to the reinforcement member, the first connector being removably connectable to one of the troweling arms; and a second connector connectable to the reinforcement member, the second connector being removably connectable to the pan. In operation, the reinforcement assembly maximizes a distribution of weight of the troweling machine onto a surface of the pan.

A reinforcement assembly removably connectable to a pan of a troweling machine having a rotor assembly with corresponding troweling arms each supporting a trowel blade is provided. The reinforcement assembly comprises a reinforcement member; a first connector connectable to the reinforcement member, the first connector being removably connectable to one of the troweling arms; and a second connector connectable to the reinforcement member, the second connector being removably connectable to the pan. In operation, the reinforcement assembly maximizes a distribution of weight of the troweling machine onto a surface of the pan.

A screed extension control system adapted for use on a screed assembly having a main screed, a main screed contact surface, a screed extension, and a screed extension contact surface. The screed extension control system comprises a slope actuator, a height actuator, at least one sensor, and a controller that is adapted to receive feedback from the at least one sensor. A virtual pivot point location is defined by a position where the main screed contact surface and the screed extension contact surface intersect. The controller causes at least one of the slope actuator and the height actuator to move between an extended position and a retracted position to control the position of the virtual pivot point location along the length of the main screed. A method for adjusting the screed extension position relative to the main screed.

A screed extension control system adapted for use on a screed assembly having a main screed, a main screed contact surface, a screed extension, and a screed extension contact surface. The screed extension control system comprises a slope actuator, a height actuator, at least one sensor, and a controller that is adapted to receive feedback from the at least one sensor. A virtual pivot point location is defined by a position where the main screed contact surface and the screed extension contact surface intersect. The controller causes at least one of the slope actuator and the height actuator to move between an extended position and a retracted position to control the position of the virtual pivot point location along the length of the main screed. A method for adjusting the screed extension position relative to the main screed.

The road construction machine according to the invention, in particular a slipform paver or curing machine for freshly manufactured concrete layers, has a machine frame 1 supported by running gears 3A, 3B, 4A, 4B, on which machine frame a working device 11 is provided, which has a working means 18 that can be moved in a direction running transversely to the working direction I, which working means is fastened to a carriage 13 which is guided on a linear guide 12 running transversely to the working direction. The carriage 13 is connected to a cable 15 that is deflected on one longitudinal side of the machine frame, the free ends of which are fastened to the cable drum 19 of a cable winch 16 on the other longitudinal side of the machine frame in such a way that the carriage can be moved in the transverse direction by rotating the cable drum. The road construction machine is characterised in that the cable drum 19 has a first and a second drum half 20, 21, one end of the cable 15 being fastened to one drum half 20 and the other end of the cable being fastened to the other drum half 21. The cable winch 16 can assume a first operating mode in which the first and second drum halves 20, 21 are connected to one another in such a way that the carriage 13 is moved by rotating the first and/or second drum half. The cable winch 16 can assume a second operating mode in which the first and second drum halves 20, 21 can be rotated in opposite directions at least in one direction of rotation, so that the cable tension can be adjusted by rotating one drum half relative to the other drum half.

The road construction machine according to the invention, in particular a slipform paver or curing machine for freshly manufactured concrete layers, has a machine frame 1 supported by running gears 3A, 3B, 4A, 4B, on which machine frame a working device 11 is provided, which has a working means 18 that can be moved in a direction running transversely to the working direction I, which working means is fastened to a carriage 13 which is guided on a linear guide 12 running transversely to the working direction. The carriage 13 is connected to a cable 15 that is deflected on one longitudinal side of the machine frame, the free ends of which are fastened to the cable drum 19 of a cable winch 16 on the other longitudinal side of the machine frame in such a way that the carriage can be moved in the transverse direction by rotating the cable drum. The road construction machine is characterised in that the cable drum 19 has a first and a second drum half 20, 21, one end of the cable 15 being fastened to one drum half 20 and the other end of the cable being fastened to the other drum half 21. The cable winch 16 can assume a first operating mode in which the first and second drum halves 20, 21 are connected to one another in such a way that the carriage 13 is moved by rotating the first and/or second drum half. The cable winch 16 can assume a second operating mode in which the first and second drum halves 20, 21 can be rotated in opposite directions at least in one direction of rotation, so that the cable tension can be adjusted by rotating one drum half relative to the other drum half.

A road finishing machine comprises a chassis, a screw bearing arrangement for receiving a spreading screw, and first and second perforated supports at the chassis to fix the screw bearing arrangement to the chassis. The first and the second perforated supports each comprise first and second hole patterns to fix different screw bearing arrangements to the road finishing machine by means of the first hole pattern or by means of the second hole pattern.

A road finishing machine comprises a chassis, a screw bearing arrangement for receiving a spreading screw, and first and second perforated supports at the chassis to fix the screw bearing arrangement to the chassis. The first and the second perforated supports each comprise first and second hole patterns to fix different screw bearing arrangements to the road finishing machine by means of the first hole pattern or by means of the second hole pattern.

A bridge paving machine and method for paving a 3D design without vertical profile rails includes converting a desired design into a 3D surface model to account for certain factors known to cause deviations in the paving processes and paving the 3D surface model in the expectation that factors will cause the 3D surface model to deflect into the desired design. An on-board computer system adjusts the 3D surface model in real-time to correct for on-site variables. The on-board computer system receives data from various external sensors, including deflection sensors fixed to girders in the bride structure, and paving machine-based sensors, and uses various predictive models to predict surface deflection based on the sensor data. The 3D surface model is continuously updated based on the predictive models and actual measured deflections.

A method for controlling a power output from a screed heating control device for heating a screed device of a paver, the control device comprising: a power input connector device connectable to a remote electrical power source, a power output connector device connectable to the screed device, and a power adjustment unit configured to control the power at the power output connector device for heating the screed device by connecting/disconnecting the power output and power input connector devices, the method comprising: determining a maximum power input available at the power input connector device provided by the remote electrical power source, determining a desired power required for heating the screed device, and controlling the power adjustment unit to control the power from the screed heating control device for heating the screed device from the remote electrical power source depending on the maximum power input and the desired power output.