Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Vertical breakwater construction method based on H-shaped piles
The invention discloses a vertical breakwater construction method based on H-shaped piles, which comprises the following steps: step 1, an H-shaped pile array is arranged in a target coast/water bank area, and the H-shaped piles are arranged in a rectangular dot matrix and are divided into a front row and a rear row; clamping grooves are symmetrically formed in the opposite faces of every two adjacent H-shaped piles in the front-back direction. 2, a plurality of transverse connecting pieces are inserted between the clamping grooves of every two adjacent H-shaped piles from top to bottom; 3, a plurality of baffles are inserted between the opening grooves of every two transversely adjacent H-shaped piles from top to bottom, the H-shaped piles in the front row and the baffles embedded in the H-shaped piles form a front wall, and the H-shaped piles in the rear row and the baffles embedded in the H-shaped piles form a rear wall; 4, the inner sides of the front wall body and the rear wall body are backfilled with medium-coarse sand; and 5, finally, an upper structure is constructed on the top of the wall body. A large number of concrete blocks and reinforced concrete caissons do not need to be adopted, medium-coarse sand is used for replacing and saving a large number of ripraps, underwater construction is not needed, and the construction period is short.
本发明公开了一种基于H型桩的直立式防波堤构建方法，步骤1，在目标海岸/水岸区域布设H型桩阵列，H型桩呈矩形点阵布置，分为前后两排；在前后相邻的两个H型桩的相对面上对称设置有卡槽；步骤2，在前后相邻的两个H型桩的卡槽之间自上而下插入多个横向连接件；步骤3，在横向相邻的两个H型桩的开口槽之间自上而下插入多个挡板，前排的H型桩和嵌设在其上的挡板形成前面墙体，后排的H型桩和嵌设在其上的挡板形成后面墙体；步骤4，在前、后两面墙体的内侧回填中粗砂；步骤5，最后在墙体的顶部构建上部结构。本发明不需要采用大量的混凝土方块、钢筋混凝土沉箱，并且用中粗砂替代节省了大量的抛石，不需要水下施工，施工周期短。
Vertical breakwater construction method based on H-shaped piles
The invention discloses a vertical breakwater construction method based on H-shaped piles, which comprises the following steps: step 1, an H-shaped pile array is arranged in a target coast/water bank area, and the H-shaped piles are arranged in a rectangular dot matrix and are divided into a front row and a rear row; clamping grooves are symmetrically formed in the opposite faces of every two adjacent H-shaped piles in the front-back direction. 2, a plurality of transverse connecting pieces are inserted between the clamping grooves of every two adjacent H-shaped piles from top to bottom; 3, a plurality of baffles are inserted between the opening grooves of every two transversely adjacent H-shaped piles from top to bottom, the H-shaped piles in the front row and the baffles embedded in the H-shaped piles form a front wall, and the H-shaped piles in the rear row and the baffles embedded in the H-shaped piles form a rear wall; 4, the inner sides of the front wall body and the rear wall body are backfilled with medium-coarse sand; and 5, finally, an upper structure is constructed on the top of the wall body. A large number of concrete blocks and reinforced concrete caissons do not need to be adopted, medium-coarse sand is used for replacing and saving a large number of ripraps, underwater construction is not needed, and the construction period is short.
本发明公开了一种基于H型桩的直立式防波堤构建方法，步骤1，在目标海岸/水岸区域布设H型桩阵列，H型桩呈矩形点阵布置，分为前后两排；在前后相邻的两个H型桩的相对面上对称设置有卡槽；步骤2，在前后相邻的两个H型桩的卡槽之间自上而下插入多个横向连接件；步骤3，在横向相邻的两个H型桩的开口槽之间自上而下插入多个挡板，前排的H型桩和嵌设在其上的挡板形成前面墙体，后排的H型桩和嵌设在其上的挡板形成后面墙体；步骤4，在前、后两面墙体的内侧回填中粗砂；步骤5，最后在墙体的顶部构建上部结构。本发明不需要采用大量的混凝土方块、钢筋混凝土沉箱，并且用中粗砂替代节省了大量的抛石，不需要水下施工，施工周期短。
Vertical breakwater construction method based on H-shaped piles
一种基于H型桩的直立式防波堤构建方法
JIANG HOULIANG (Autor:in) / YIN CHANGQUAN (Autor:in) / QIAN MIAOHUA (Autor:in) / FENG YUZI (Autor:in) / YANG SHU (Autor:in)
19.12.2023
Patent
Elektronische Ressource
Chinesisch
Lake Zurich breakwater built on piles
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A NEW BREAKWATER SYSTEM WITH SUCTION PILES
| British Library Online Contents | 2006