Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Sheet pile and gravity combined type breakwater construction method
The invention discloses a sheet pile gravity type breakwater construction method which comprises the following construction steps: S1, prefabricating breakwater components such as a bottom plate, sheet piles, a bearing body and a wave dissipation hole, and transporting the breakwater components to a construction site; s3, laying a bottom plate; s4, mounting a bearing body; and S5, the wave dissipation holes are assembled, and the breakwater structure is obtained. The construction method is easy and convenient to construct, short in construction period, free of a large amount of riprap operation, small in environmental pollution, capable of being widely applied to muddy coast or soft soil foundations in deep water areas and good in application prospect.
本发明公开一种板桩重力式防波堤施工方法，其包括以下施工步骤：S1：预制底板、板桩、承重体和消浪洞等防波堤构件，并运送至施工地点：S2：打入板桩；S3：铺设底板；S4:安装承重体；S5：组装消浪洞，得到防波堤结构。本发明施工简便，施工周期较短，无需进行大量抛石作业，对环境污染较小，可广泛适用于深水域的淤泥质海岸或软土地基，具有良好的应用前景。
Sheet pile and gravity combined type breakwater construction method
The invention discloses a sheet pile gravity type breakwater construction method which comprises the following construction steps: S1, prefabricating breakwater components such as a bottom plate, sheet piles, a bearing body and a wave dissipation hole, and transporting the breakwater components to a construction site; s3, laying a bottom plate; s4, mounting a bearing body; and S5, the wave dissipation holes are assembled, and the breakwater structure is obtained. The construction method is easy and convenient to construct, short in construction period, free of a large amount of riprap operation, small in environmental pollution, capable of being widely applied to muddy coast or soft soil foundations in deep water areas and good in application prospect.
本发明公开一种板桩重力式防波堤施工方法，其包括以下施工步骤：S1：预制底板、板桩、承重体和消浪洞等防波堤构件，并运送至施工地点：S2：打入板桩；S3：铺设底板；S4:安装承重体；S5：组装消浪洞，得到防波堤结构。本发明施工简便，施工周期较短，无需进行大量抛石作业，对环境污染较小，可广泛适用于深水域的淤泥质海岸或软土地基，具有良好的应用前景。
Sheet pile and gravity combined type breakwater construction method
一种板桩重力结合式防波堤施工方法
TAO JIN (Autor:in) / ZHANG YAXIN (Autor:in) / WANG XUEGANG (Autor:in) / LIN MEIHONG (Autor:in) / CHEN JIN (Autor:in) / TENG CHAO (Autor:in) / DONG HONGJING (Autor:in) / HE LIPING (Autor:in) / WEN CHENGYONG (Autor:in)
15.03.2022
Patent
Elektronische Ressource
Chinesisch
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