Guangzhou Municipal Engineering Testing Co., Ltd.

Guangzhou Construction Engineering Co., Ltd

Guangzhou Municipal Construction Group Co., Ltd.

Guangzhou Institute of Building Science Co., Ltd.

Guangzhou Institute of Building Science Group Co., Ltd.

Jun Yang

Zhiguo Zhou

Xiaoli Sun

Hesong Hu

Mengxiong Tang

Hongye Wang

Decun Bian

Yayu Zhao

Ducheng Guo

Jixi Shao

Hongbin Zhao

Wuyang Zhou

Sijia Zhu

Linbin Wang

Feng Li

Disclosed herein is a bolt axial force measurement method, device, apparatus, and readable storage medium, the method comprises steps of: capturing an image of a bridge bolt; identifying an outer edge of a nut, a centroid of the nut, and a circular position of a laser spot in a captured image of the bridge bolt; projecting a calibration laser spot onto a bolt plate and obtaining a current frame as a bolt-detection image; performing dimensional calibration on the bolt-detection image and determining a displacement of each of the pre-calibrated feature points; calculating a bolt axial force value based on the displacement. The solution captures images of the bridge bolts and analyzes positions of each of the pre-calibrated feature points in the images; thus, the bolt axial force can be measured non-destructively, and non-rotational loosening of bolts can be identified.

Bolt axial force measurement method, device, apparatus, and readable storage medium

Provided is an apparatus and method for detecting grout compactness in grouted splice sleeve, the apparatus comprises a probe assembly, which comprises at least one of capacitive probe and piezoelectric sensor and is arranged inside the grouted splice sleeve to detect parameters of the sleeve during grouting and curing and a detector, which comprises at least an analysis module that is connected with the probe assembly to obtain the detected parameters and carry out calculation and analysis for the parameters. The probe assembly is arranged inside the grouted splice sleeve and forms a loop with the detector during grouting, such that during the process of grouting, the detected parameters will be changed as the surrounding dielectric changes, therefore, the detector may determine in real time whether the grouted splice sleeve is fully grouted by calculating and analyzing the detected parameters, which achieves a faster and easier grout compactness detection.

Apparatus and method for detecting grout compactness in grouted splice sleeve

Provided is a drilling apparatus, comprising a PHC pipe cased pile having a drilling section for containing fluid and a hammer element arranged inside the cavity of the PHC pipe cased pile which moves along the drilling direction till the bottom of the drilling section. As the hammer element moves along the drilling direction till the bottom of the drilling section, a localized hydraulic force will be induced in the fluid contained in the drilling section of the PHC pipe cased pile by a sharp rise in the fluid pressure in addition to the impact force directly acted on the rock and soil by the hammer element. Under action of the hydraulic force and the impact force, the surrounding soft rock stratum could be crushed and the rock stratum with higher strength is left intact, that is, the drilling apparatus proceeds until harder rock. At this point, concrete casting will bond with the harder rock, resulting in a better bearing capacity of the PHC pipe cased pile foundation.

Drilling apparatus and PHC pipe cased pile, and method of drilling with PHC pipe cased pile

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Guangzhou, China

Jun Yang