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  • Applications
    Apageo Mena side pressure meter in a university should

    Laboratory test of Apageo Mena side pressure meter in a university. The side pressure test can be traced back to Germany in the 1930s. This is also the prototype of the earliest single-cavity side pressure tester. After several generations of efforts, until 1957, the French engineer Louis Meiner studied

    PAC acoustic emission system for studying rocks

    I. One of the nondestructive testing methods for the concept of acoustic emission system. The phenomenon of localized stress concentration in materials, the rapid release of energy and the generation of transient elastic waves is called acoustic emission (AEoustic Emission, AE for short), and is sometimes called stress wave emission. Material under stress

    A1040 MIRA array ultrasonic tomography

    The MIRA ultrasonic tomography scanner uses a combined detection synthetic aperture focusing technology to achieve focus on each point in the half space. The data set consists of the information collected by all measurement pairs of the instrument antenna. As a result, a cross-sectional view of the test body is generated, with different

    Proceq GPR concrete radar for steel

    The first ultra-wideband GPR Live reinforced concrete radar uses unique continuous wave step frequency technology to achieve the widest spectrum in the market. All applications that typically use the 0.2 to 4.0 Ghz range can now be covered with a single device. No need to buy and switch

    Mira application for model test block

    Application examples of Mira for model test block Figure 1 Marking test points Figure 2 Scanning test object The test block has a length, width, height, and size of 1000mm * 600mm * 600mm, and the concrete pouring strength grade is C20, which is poured in two layers. Occupied sections are placed at the horizontal section of the layered concrete placement

    MIRA ultrasonic imager used in Zhejiang

    I. Project introduction The floodgate of Laohutan Reservoir is in the form of open surface holes, with a total of 3 holes. The clear width of each hole is 8.0m, and the height of the weir top is 46.00m. ) Open-top curved steel gate. Looking from upstream to downstream, left

    Case Study | DS-50A Dynamic Response

    In order to ensure that under the influence of temperature changes, concrete shrinkage and creep, and load effects, the bridge span structure can be deformed freely according to the static diagram and the vehicle can pass smoothly. It should be between the two adjacent beam ends, the beam Telescopic between end and abutment back wall

    Case Study | DS-50A Dynamic Response

    DS-50A is a multi-channel computer-controlled online measuring strain tester. A single host consists of 5 expansion channel unit card slots. Each expansion unit contains 10 measurement channels. A single host can expand up to 50 channels. . Its frequency response range is DC-100H

    Fault zone detection

    1. Laiwu Gujiatai Iron Mine has a large amount of gushing water at line 32-2. In order to clarify the geological structure in front, Laiwu Iron Mine was tested by TRT on October 11, 2008, and the following results were obtained. From above, there is a fault structure ahead. 2. November 2007

    Detection of geological conditions of coal seam top and bottom rock masses

    For safe excavation, on 8 and 9 November 2009, Shanxi Lu'an Coal Mine used TRT to test the geological conditions of the top and bottom rock masses of the coal seam in front of the heading face. The test results show that the lithology of the coal seam roof changes 45 meters in front of the excavation face. 2018-04-

    Gob detection

    Inspection on the Tongluoshan Tunnel on Nanchong-Dazhu-Liangping Highway on April 8, 2011 showed that there was an empty area 45 meters in front of the palm face, which was verified to be a shaft left by previous coal mining.

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