Claims
- 1. In a concrete paving system wherein a supporting frame is moved along a path, at a given ground speed, over which concrete payment is to be formed, having a spreading mechanism supported by said frame confronting supplied concrete for providing distributed concrete, having a ground speed transducer for deriving a ground speed signal corresponding with said given ground speed, having spaced apart hydraulically driven vibrators from first to last, incorporating respective first to last rotational eccentrics driven by respective first to last hydraulic drive assemblies including respective first to last hydraulic control valve assemblies, responsive to respective first to last rotational speed control signals to control the speed of rotation of respective said first to last rotational eccentrics, each said vibrator exhibiting a given period of vibration and located within said distributed concrete to provide consolidated concrete, a mold apparatus supported by said frame for receiving said consolidated concrete and providing molded concrete, the improvement comprising:
- vibration transducers from first to last respectively mounted in vibration transfer relationship with respective said vibrators from first to last and having first to last transducer signals corresponding to the vibration exhibited by a said vibrator with which each is associated;
- a conversion circuit coupled for response to said first to last transducer signals for deriving respective first to last conversion outputs corresponding with a said given period of vibration; and
- a monitor assembly, including a user input assembly responsive to user inputted values for target rates of rotation of said first to last eccentrics representing a nominal value and a minimum value with respect to corresponding selected ground speeds to derive a vibrator speed control algorithm, including a monitor-controller mounted upon said frame responsive to said vibrator speed control algorithm, to said first to last conversion outputs and to said ground speed signal to derive corresponding first to last rotational speed error signals and responsive to said first to last rotational speed error signals to derive respective said control signals from first to last.
- 2. The concrete paving system of claim 1 in which said user input assembly is responsive to user inputted values for select ground speeds corresponding with said inputted nominal value and minimum value for target rates of rotation to derive said speed control algorithm.
- 3. The concrete paving system of claim 2 in which said user input assembly is responsive to user inputted values for ground speed decrement units and target RPM decrement units provided within the respective ground speed value range between said select ground speeds and the target rates of rotation range between said inputted nominal value and minimum value to derive said speed control algorithm.
- 4. The concrete paving system of claim 2 in which said monitor assembly includes first to last valve controllers responsive to corresponding first to last rotational speed error signals and to corresponding said first to last control signals to correct said control signals from first to last.
- 5. A method for monitoring and controlling the performance of a concrete paving system wherein a frame is moved at a given ground speed along a path over which concrete pavement is to be formed, having a spreading mechanism supported by said frame confronting supplied concrete for providing distributed concrete, having a ground speed transducer for deriving a real time ground speed signal corresponding with said given ground speed, having spaced apart hydraulically driven vibrators from first to last supported by said frame and incorporating respective first to last rotational eccentrics driven by first to last hydraulic drive assemblies including respective first to last hydraulic control valve assemblies responsive to respective first to last rotational speed control outputs to control the rate of rotation of respective first to last rotational eccentrics each said vibrator exhibiting a given period of vibration, located within said distributed concrete to provide consolidated concrete, said system including a mold apparatus supported by said frame for receiving said consolidated concrete and providing molded concrete, comprising the steps of:
- providing vibration responsive transducers from first to last respectively mounted in vibration transfer relationship with respective said vibrators from first to last and having respective first to last transducer signals corresponding to the said rate of rotation exhibited by a said vibrator rotational eccentric with which each is operationally associated;
- providing a conversion network coupled for response to said first to last transducer signals for deriving respective first to last conversion outputs corresponding with said given periods of vibration;
- providing a user input assembly;
- inputting a vibrator speed control algorithm, with values for target rates of rotation of said first to last rotational eccentrics representing a nominal value and a minimum value with respect to corresponding selected said ground speeds, into said input assembly;
- comparing said vibrator speed control algorithm with said first to last conversion outputs and deriving corresponding first to last rotational speed error signals;
- summing said rotational error speed signals with corresponding said first to last rotational speed control outputs to correct corresponding said first to last rotational speed control outputs.
- 6. The method of claim 5 in which said step of inputting a vibrator speed control algorithm includes an inputting of select values of ground speeds corresponding with said inputted nominal value and minimum value for target rates of rotation to derive said vibrator speed control algorithm.
- 7. The method of claim 6 in which said step of inputting a vibrator speed control algorithm includes an inputting of values for ground speed decrement units and target RPM decrement units provided within the respective ground speed value range between said selected ground speed, and the target rates of rotation range between said inputted nominal value and minimum value.
CROSS-REFERENCE TO RELATED APPLICATIONS
This application is a continuation-in-part of application for U.S. patent Ser. No. 08/869,107 now U.S. Pat. No. 5,983,165 entitled "Accelerometer-Based Monitoring of Concrete Consolidation", filed Jun. 4, 1997 and assigned in common herewith.
US Referenced Citations (4)
Continuation in Parts (1)
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Number |
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869107 |
Jun 1997 |
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