Complete covered sheet pile structure for improving bearing capability of sheet pile wall

TLDR: In this article, a complete curtain type sheet pile structure for enhancing the bearing capability of sheet pile walls, which comprises a front sheet pile wall, a back anchoring wall, and an anchoring draw rod, was proposed.

Abstract: The utility model discloses a complete curtain type sheet pile structure for enhancing the bearing capability of sheet pile walls, which comprises a front sheet pile wall, a back anchoring wall and an anchoring draw rod, wherein the front sheet pile wall is connected with the back anchoring wall by the anchoring draw rod; a plurality of curtain piles which are parallel with the front sheet pile wall are arranged behind the front sheet pile wall, and the distances between the curtain piles and the front sheet pile wall are about 1-10 M; the bottoms of the curtain piles are below the bottom of the front sheet pile wall. The utility model has the effects that the utility model adopts the curtain type sheet pile structure which can enhance the bearing capability of the front sheet pile wall, decreases the stress of the front sheet pile and creates the condition that a sheet pile wharf quaywall can enlarge water depth. Past sheet pile wharf quaywall is only suitable for small scale and middle scale wharves, and the complete curtain type sheet pile structure causes the sheet pile wharf quaywall to build large scale deep water wharves more than 10 thousand tons. Simultaneously, the utility model has the advantages that curtain piles all are constructed on ground, and do not be influenced by wind wave and the utility model has fast construction speed.