US2019292734A1PendingUtilityA1

Method and apparatus for avoiding or ameliorating cavitation in an asphalt cement fluid circuit

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Assignee: ROADTEC INCPriority: Mar 26, 2018Filed: Mar 20, 2019Published: Sep 26, 2019
Est. expiryMar 26, 2038(~11.7 yrs left)· nominal 20-yr term from priority
E01C 23/065F04B 15/02F04B 49/02F04B 11/00F04B 23/025E01C 2301/30
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Claims

Abstract

A system for dispensing asphalt cement in connection with a working operation on a roadway includes a storage tank for asphalt cement and a working machine having a spray assembly for dispensing the asphalt cement. The system also includes a fluid circuit including a pump that is adapted to pump the asphalt cement from the storage tank to the spray assembly. A controller is operatively connected to the pump and is adapted to control the operation of the pump. A cavitation sensor is provided in the fluid circuit. The cavitation sensor is operatively connected to the controller and is adapted to transmit a cavitation signal to the controller when the cavitation sensor detects conditions in the fluid circuit that are indicative of the existence of cavitation in the pump.

Claims

exact text as granted — not AI-modified
What is claimed is: 
     
         1 . A system for dispensing asphalt cement in connection with a working operation on a roadway, said system comprising:
 (a) a storage tank for asphalt cement;   (b) a working machine comprising a spray assembly for dispensing the asphalt cement;   (c) an asphalt cement fluid circuit including a pump having a suction side, said pump being adapted to pump the asphalt cement from the storage tank to the spray assembly;   (d) a controller that is operatively connected to the pump and is adapted to control the operation of the pump;   (e) a cavitation sensor that is provided in the asphalt cement fluid circuit, said cavitation sensor being operatively connected to the controller and being adapted to transmit a cavitation signal to the controller when the cavitation sensor detects conditions in the asphalt cement fluid circuit that are indicative of the existence of cavitation in the pump.   
     
     
         2 . The system of  claim 1  wherein:
 (a) the pump has a suction side; 
 (b) the cavitation sensor is provided in the fluid circuit on the suction side of the pump. 
 
     
     
         3 . The system of  claim 1  wherein the controller is adapted to stop the operation of the pump when it receives a cavitation signal from the cavitation sensor. 
     
     
         4 . The system of  claim 1  wherein:
 (a) the working machine includes an operator's station from which an operator can operate and monitor the components of the working machine; 
 (b) the controller is operatively connected to the operator's station and is adapted to send a cavitation existence signal to the operator's station when it receives a cavitation signal from the cavitation sensor. 
 
     
     
         5 . The system of  claim 1  wherein the cavitation sensor comprises an accelerometer that is adapted to measure the acceleration of asphalt cement in the asphalt cement fluid circuit. 
     
     
         6 . The system of  claim 1  wherein the cavitation sensor is adapted to detect vibration within the pump of the asphalt cement fluid circuit. 
     
     
         7 . The system of  claim 1  wherein the cavitation sensor comprises an accelerometer that is adapted to measure the change in frequency of the fluid moving within the asphalt cement fluid circuit. 
     
     
         8 . The system of  claim 7  wherein the cavitation sensor is adapted to send a signal to the controller when it detects a frequency range displacement within the range of 3-40 Hz. 
     
     
         9 . The system of  claim 1  wherein the cavitation sensor comprises an accelerometer that is adapted to measure the change in amplitude of the fluid moving within the asphalt cement fluid circuit. 
     
     
         10 . The system of  claim 9  wherein the cavitation sensor is adapted to send a signal to the controller when it detects an amplitude change in peak to peak displacement that is within the range of 0-0.254 mm.

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