Abstract
A device and a method for precast pile integrity test through soil-core probe penetration are provided. The device includes a pipe pile to be tested, a connection frame is installed on a top surface of the pipe pile to be tested, a hydraulic telescopic rod is fixedly connected to a top of the connection frame, a bottom of the hydraulic telescopic rod is connected to a probe rod via a casing flange plate, and an end of the probe rod away from the casing flange plate is provided with a probe.
Full Text
What is claimed is:
A device and a method for precast pile integrity test through soil-core probe penetration are provided. The device includes a pipe pile to be tested, a connection frame is installed on a top surface of the pipe pile to be tested, a hydraulic telescopic rod is fixedly connected to a top of the connection frame, a bottom of the hydraulic telescopic rod is connected to a probe rod via a casing flange plate, and an end of the probe rod away from the casing flange plate is provided with a probe.
Timeline
Filed
04/20/2026Published
08/27/2026Granted
Not AvailableIPC Codes(3)
E02D 33/00:Testing foundations or foundation structures (testing methods or apparatus, see the relevant subclasses of class G01; testing structures or apparatus as regards function, in general, G01M; investigating or analysing materials by determining their chemical or physical properties, in general G01N)
E02D 5/24:Prefabricated piles
E02D 27/12:Pile foundations