Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dike danger removing and reinforcing structure
The embankment danger removing and reinforcing structure comprises a plurality of upper piles, a plurality of lower piles and a reinforcing structure which are arranged on a river channel concave bank, the upper piles are arranged on the bank side of the river channel concave bank, the lower piles are arranged at the river bottom of the river channel concave bank, and the upper piles and the lower piles directly face each other in a one-to-one mode; a buffer structure is arranged between the upper pile and the lower pile which are opposite to each other, the buffer structure is arranged on the upper pile and the lower pile which are opposite to each other, and the buffer structure operates along with the impact of water flow in the river channel and reduces the impact force of the water flow in the river channel on the river channel concave bank; the reinforcing structure is arranged on the slope surface of the river channel concave bank and used for limiting collapse of dike soil of the river channel concave bank. The method has the effect of improving the stability of the river channel concave bank embankment.
本发明公开了一种堤防除险加固结构,其包括设置于河道凹岸的若干上部桩、若干下部桩和加固结构，若干上部桩设置于河道凹岸的岸边，若干下部桩设置于河道凹岸的河底，且若干上部桩和若干下部桩一一正对；正对的上部桩和下部桩之间设置有缓冲结构，缓冲结构设置于正对的上部桩和下部桩上，缓冲结构随河道内水流冲击而运转，并降低河道内水流对河道凹岸的冲击力；加固结构设置于河道凹岸的坡面，加固结构用于限制河道凹岸堤防土体坍塌。本申请具有提高河道凹岸堤防的稳定性的效果。
Dike danger removing and reinforcing structure
The embankment danger removing and reinforcing structure comprises a plurality of upper piles, a plurality of lower piles and a reinforcing structure which are arranged on a river channel concave bank, the upper piles are arranged on the bank side of the river channel concave bank, the lower piles are arranged at the river bottom of the river channel concave bank, and the upper piles and the lower piles directly face each other in a one-to-one mode; a buffer structure is arranged between the upper pile and the lower pile which are opposite to each other, the buffer structure is arranged on the upper pile and the lower pile which are opposite to each other, and the buffer structure operates along with the impact of water flow in the river channel and reduces the impact force of the water flow in the river channel on the river channel concave bank; the reinforcing structure is arranged on the slope surface of the river channel concave bank and used for limiting collapse of dike soil of the river channel concave bank. The method has the effect of improving the stability of the river channel concave bank embankment.
本发明公开了一种堤防除险加固结构,其包括设置于河道凹岸的若干上部桩、若干下部桩和加固结构，若干上部桩设置于河道凹岸的岸边，若干下部桩设置于河道凹岸的河底，且若干上部桩和若干下部桩一一正对；正对的上部桩和下部桩之间设置有缓冲结构，缓冲结构设置于正对的上部桩和下部桩上，缓冲结构随河道内水流冲击而运转，并降低河道内水流对河道凹岸的冲击力；加固结构设置于河道凹岸的坡面，加固结构用于限制河道凹岸堤防土体坍塌。本申请具有提高河道凹岸堤防的稳定性的效果。
Dike danger removing and reinforcing structure
一种堤防除险加固结构
XING DINGWU (Autor:in) / SHENG WANSHAN (Autor:in) / DENG JIANBO (Autor:in) / CHEN ZEXIONG (Autor:in) / CEN YIXING (Autor:in) / LI XIAOFANG (Autor:in) / XIAO ZHIXING (Autor:in) / YANG ZHENG (Autor:in)
06.09.2024
Patent
Elektronische Ressource
Chinesisch