Guangzhou Municipal Construction Group Co., LTD.

China

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2022 1
2021 1
IPC Class
E02D 5/30 - Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete 1
E02D 7/26 - Placing by using several means simultaneously 1
E02D 7/30 - Placing of hollow piles or mould-pipes by means arranged inside the piles or pipes by driving cores 1
G01N 33/38 - ConcreteLimeMortarGypsumBricksCeramicsGlass 1
Found results for  patents

1.

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

      
Application Number 17158718
Grant Number 11505908
Status In Force
Filing Date 2021-01-26
First Publication Date 2022-03-17
Grant Date 2022-11-22
Owner
  • GUANGZHOU MUNICIPAL ENGINEERING TESTING CO., LTD. (China)
  • GUANGZHOU INSTITUTE OF BUILDING SCIENCE CO., LTD. (China)
  • GUANGZHOU CONSTRUCTION ENGINEERING CO., LTD. (China)
  • GUANGZHOU MUNICIPAL CONSTRUCTION GROUP CO., LTD. (China)
Inventor
  • Tang, Mengxiong
  • Zhou, Zhiguo
  • Sun, Xiaoli
  • Yang, Jun
  • Hu, Hesong

Abstract

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.

IPC Classes  ?

  • E02D 7/26 - Placing by using several means simultaneously
  • E02D 7/30 - Placing of hollow piles or mould-pipes by means arranged inside the piles or pipes by driving cores
  • E02D 5/30 - Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete

2.

Apparatus and method for detecting grout compactness in grouted splice sleeve

      
Application Number 17122287
Grant Number 11604182
Status In Force
Filing Date 2020-12-15
First Publication Date 2021-11-11
Grant Date 2023-03-14
Owner
  • GUANGZHOU MUNICIPAL ENGINEERING TESTING CO., LTD. (China)
  • GUANGZHOU CONSTRUCTION ENGINEERING CO., LTD. (China)
  • GUANGZHOU MUNICIPAL CONSTRUCTION GROUP CO., LTD. (China)
Inventor
  • Tang, Mengxiong
  • Zhou, Zhiguo
  • Sun, Xiaoli
  • Wang, Hongye
  • Yang, Jun
  • Hu, Hesong
  • Zhou, Wuyang
  • Bian, Decun
  • Zhao, Yayu
  • Shao, Jixi
  • Guo, Ducheng
  • Zhao, Hongbin

Abstract

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.

IPC Classes  ?

  • G01N 33/38 - ConcreteLimeMortarGypsumBricksCeramicsGlass