Patents by Inventor Ziteng PENG

Ziteng PENG has filed for patents to protect the following inventions. This listing includes patent applications that are pending as well as patents that have already been granted by the United States Patent and Trademark Office (USPTO).

  • Prestressed-bolted dry-assembled segmental precast hybrid tower with grouting-free
    Patent number: 11555480
    Abstract: The present invention discloses a prestressed-bolted dry-assembled segmental precast hybrid tower with grouting-free, comprising a top steel tower tube, a reverse self-balancing steal-concrete transition section, and a prestressed-bolted dry-assembled segmental precast concrete tower with grouting-free dry fast splicing and a gear reinforced wind turbine foundation; the steel tower tube, the steel-concrete transition section, the concrete tower tube and the hollow wind turbine foundation are integrally connected from top to bottom through a prestressed steel strand system to improve the overall bending resistance of the tower; the upper end of the prestressed steel strands is anchored to the steel-concrete transition section, and the lower end is anchored to the bottom face of the wind turbine foundation corbel; the concrete tower tube is composed of a number of segmental tapered precast concrete tower segments, which are grouting free spliced vertically, and the vertical splicing utilizes positioning pins to
    Type: Grant
    Filed: December 21, 2020
    Date of Patent: January 17, 2023
    Assignee: POWERCHINA HUADONG ENGINEERING CORPORATION LIMITED
    Inventors: Chunlin Huang, Dongliang Zhang, Qunyi Tang, Xingjian Sun, Jinjun Chen, Weijiang Feng, Huafeng Yu, Kun Fu, Tianhao Li, Fei Wang, Junzhong Xue, Ziteng Peng, Zhongshuai Yuan
  • PRESTRESSED-BOLTED DRY-ASSEMBLED SEGMENTAL PRECAST HYBRID TOWER WITH GROUTING-FREE
    Publication number: 20220056884
    Abstract: The present invention discloses a prestressed-bolted dry-assembled segmental precast hybrid tower with grouting-free, comprising a top steel tower tube, a reverse self-balancing steal-concrete transition section, and a prestressed-bolted dry-assembled segmental precast concrete tower with grouting-free dry fast splicing and a gear reinforced wind turbine foundation; the steel tower tube, the steel-concrete transition section, the concrete tower tube and the hollow wind turbine foundation are integrally connected from top to bottom through a prestressed steel strand system to improve the overall bending resistance of the tower; the upper end of the prestressed steel strands is anchored to the steel-concrete transition section, and the lower end is anchored to the bottom face of the wind turbine foundation corbel; the concrete tower tube is composed of a number of segmental tapered precast concrete tower segments, which are grouting free spliced vertically, and the vertical splicing utilizes positioning pins to
    Type: Application
    Filed: December 21, 2020
    Publication date: February 24, 2022
    Inventors: Chunlin HUANG, Dongliang ZHANG, Qunyi TANG, Xingjian SUN, Jinjun CHEN, Weijiang FENG, Huafeng YU, Kun FU, Tianhao LI, Fei WANG, Junzhong XUE, Ziteng PENG, Zhongshuai YUAN