HNM-210 Nonmetal Ultrasonic Detector Concrete Defects By Ultrasonic Method

HNM-210 Nonmetal Ultrasonic Detector Concrete Defects By Ultrasonic Method

Purpose

☆ Testing of building foundation piles by cross-hole sonic logging；

☆ Inspection of concrete defects by ultrasonic method,

such as uncompacted ,cellular, hole area.

☆ Detecting defects of one hole by one trigger two receive.

☆ Testing dynamic performance of geotechnical

investigation,rock,concrete etc.

Specification

☆ Technology code for testing of building foundation piles JGJ 106 —2003

☆ Technical Specification of Dynamic Pile Tests for Highway Engineering JTG/TF81-01-2004

☆ Technology specification for inspection of concrete defects by ultrasonic method CECS 21: 2000

☆ Technical specification for geotechnical investigation method GB50021—2001

Technical Data

Performance

☆ High efficient testing. Lifting speed is more than 60m/s.( 20 cm distance ).

☆ Display the test data graphically. User can watch analyze result directly；

☆ Fast and precise Automatic judge the sound parameters. Real-time wave display to assure test efficiency;

☆ Humanized software design. Software design applies to User and construction plant. its help information ensure user handle easily；

☆ Linking the rebound apparatus directly. Detecting strength of concrete by ultrasonic-rebound combine method with linking rebound apparatus directly,and get strength of concrete in time. The functions apply for national patent.

☆ Being sensitive to receiving signal. Can receive signal more than 10m in concrete without defects

☆ Can supply smooth power for radial energy transducer needless external power.

☆ Standard USB storage with big capacity.

☆ Interior lithium battery supply power for apparatus work more than 6 hours.

☆ Portable, small, light apparatus (1.75Kg).

☆ Extending function for testing thickness of concrete by impacting echo method.

☆ Professional and powerful analysis software on windows system. It can export the data to Excel or word for advanced analysis

Configure