A platform for research: civil engineering, architecture and urbanism
Square block type wharf front edge deepening anti-sliding structure
The invention provides a square block type wharf front edge deepening anti-sliding structure which is characterized by comprising riprap protection feet, pulling pieces, embedded pieces, pipe ditch beams, enclosing purlins, supporting structures and connecting structures. Wherein the slide-resistant piles are driven into a foundation mounted at the front edge of the square wharf; the riprap protection foot is filled at the lower end part of the front edge of the square wharf; the tying pieces are vertically inserted into the gravity stones of the square wharf and are used for connecting the gravity stones at the upper end part; a flat opening is formed in the front edge position of a gravity stone of the square wharf, and a plurality of embedded parts are installed on the vertical side face and the horizontal face of the flat opening respectively. The pipe ditch beam is erected above the slide-resistant pile, one end of the connecting structure is connected with the upper end of the side face of the ditch beam, and the other end of the connecting structure is connected with the embedded part; one end of the supporting structure is supported at the lower end of the side face of the pipe ditch beam, the other end of the supporting structure is supported on the front side of the gravity stone, and an enclosing purlin is arranged between the supporting structure and the gravity stone.
本发明提供一种方块式码头前沿加深的阻滑结构,其特征在于,包括:抛石护脚、拉结件、预埋件、管沟梁、围檩、支撑结构以及连接结构;其中,抗滑桩打入安装在方块式码头前沿的地基中;抛石护脚填筑在方块式码头前沿的下端部位置;拉结件竖直插入安装在方块式码头的重力石块中,用于上端部的多块重力石块之间的连接;方块式码头的重力石块的前沿位置开凿有平口,平口的竖向侧面和水平面分别安装有若干预埋件;管沟梁架设于抗滑桩的上方,连接结构的一端与沟梁的侧面的上端部连接,另一端与预埋件连接;支撑结构的一端支撑于管沟梁的侧面的下端部,支撑结构的另一端支撑于重力石块的前侧且支撑结构与重力石块之间设置有围檩。
Square block type wharf front edge deepening anti-sliding structure
The invention provides a square block type wharf front edge deepening anti-sliding structure which is characterized by comprising riprap protection feet, pulling pieces, embedded pieces, pipe ditch beams, enclosing purlins, supporting structures and connecting structures. Wherein the slide-resistant piles are driven into a foundation mounted at the front edge of the square wharf; the riprap protection foot is filled at the lower end part of the front edge of the square wharf; the tying pieces are vertically inserted into the gravity stones of the square wharf and are used for connecting the gravity stones at the upper end part; a flat opening is formed in the front edge position of a gravity stone of the square wharf, and a plurality of embedded parts are installed on the vertical side face and the horizontal face of the flat opening respectively. The pipe ditch beam is erected above the slide-resistant pile, one end of the connecting structure is connected with the upper end of the side face of the ditch beam, and the other end of the connecting structure is connected with the embedded part; one end of the supporting structure is supported at the lower end of the side face of the pipe ditch beam, the other end of the supporting structure is supported on the front side of the gravity stone, and an enclosing purlin is arranged between the supporting structure and the gravity stone.
本发明提供一种方块式码头前沿加深的阻滑结构,其特征在于,包括:抛石护脚、拉结件、预埋件、管沟梁、围檩、支撑结构以及连接结构;其中,抗滑桩打入安装在方块式码头前沿的地基中;抛石护脚填筑在方块式码头前沿的下端部位置;拉结件竖直插入安装在方块式码头的重力石块中,用于上端部的多块重力石块之间的连接;方块式码头的重力石块的前沿位置开凿有平口,平口的竖向侧面和水平面分别安装有若干预埋件;管沟梁架设于抗滑桩的上方,连接结构的一端与沟梁的侧面的上端部连接,另一端与预埋件连接;支撑结构的一端支撑于管沟梁的侧面的下端部,支撑结构的另一端支撑于重力石块的前侧且支撑结构与重力石块之间设置有围檩。
Square block type wharf front edge deepening anti-sliding structure
一种方块式码头前沿加深的阻滑结构
LI XIAOJUN (author) / LIU JUN (author) / MA YONGPING (author) / ZHU YAN (author) / HU MING (author) / WANG KAIFANG (author)
2023-06-06
Patent
Electronic Resource
Chinese
Integral combination self-supporting structure for deepening underwater gravity type wharf
European Patent Office | 2021
|Wharf Deepening Enabled by Modern Analysis Techniques
ASCE | 2007
|Deepening of the Terminal 5 Wharf, Port of Seattle
ASCE | 2001
|