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Construction method of seawall water stop structure
The invention discloses a construction method of a seawall water stop structure, and relates to the technical field of seawall seepage prevention. The construction method of the seawall water stop structure comprises the steps that steel sheet piles are arranged on the two symmetrical sides of the seawall axis in the extending direction of the seawall axis in a sinking mode; clay is filled between the opposite steel sheet piles; dike core stones are sequentially thrown and filled to the two sides of the steel sheet piles to form dike core stone layers; foot protection block stones are laid on the feet of the dike core stone layer; a block stone surface protection layer and a concrete accropode block layer are laid on the slope surface of the dike core stone layer; a wave wall is arranged on the side, close to the liquid level, of the top of the breakwater core stone layer; and a seawall surface layer is laid on the top of the seawall core stone layer. According to the embodiment provided by the invention, the riprap seawall structure is optimized, and the construction sequence is changed, the construction technological process is simplified, the construction difficulty of a seawall structure project is reduced, the construction cost of the project is saved, and the construction efficiency of the project is improved while the seepage-proofing and water-stopping functions of the structure are ensured.
本发明公开了一种海堤止水结构的施工方法,涉及海堤防渗技术领域。本发明所提供的海堤止水结构的施工方法,包括:沿海堤轴线的延伸方向,在海堤轴线对称的两侧分别沉设钢板桩;在相对的钢板桩之间填筑粘土;向钢板桩的两侧依次抛填堤心石,形成堤心石层;在堤心石层的脚部铺设护脚块石;在堤心石层的坡面铺设块石护面层和混凝土扭王块层;在堤心石层的顶部的靠近液面的一侧设置挡浪墙;在堤心石层的顶部铺设海堤面层。本发明所提供的实施例,通过对抛石海堤结构进行优化,在保证结构防渗止水功能的同时,改变施工顺序,简化施工工艺流程,降低海堤结构工程的施工难度,节约工程的施工成本,提高工程施工效率。
Construction method of seawall water stop structure
The invention discloses a construction method of a seawall water stop structure, and relates to the technical field of seawall seepage prevention. The construction method of the seawall water stop structure comprises the steps that steel sheet piles are arranged on the two symmetrical sides of the seawall axis in the extending direction of the seawall axis in a sinking mode; clay is filled between the opposite steel sheet piles; dike core stones are sequentially thrown and filled to the two sides of the steel sheet piles to form dike core stone layers; foot protection block stones are laid on the feet of the dike core stone layer; a block stone surface protection layer and a concrete accropode block layer are laid on the slope surface of the dike core stone layer; a wave wall is arranged on the side, close to the liquid level, of the top of the breakwater core stone layer; and a seawall surface layer is laid on the top of the seawall core stone layer. According to the embodiment provided by the invention, the riprap seawall structure is optimized, and the construction sequence is changed, the construction technological process is simplified, the construction difficulty of a seawall structure project is reduced, the construction cost of the project is saved, and the construction efficiency of the project is improved while the seepage-proofing and water-stopping functions of the structure are ensured.
本发明公开了一种海堤止水结构的施工方法,涉及海堤防渗技术领域。本发明所提供的海堤止水结构的施工方法,包括:沿海堤轴线的延伸方向,在海堤轴线对称的两侧分别沉设钢板桩;在相对的钢板桩之间填筑粘土;向钢板桩的两侧依次抛填堤心石,形成堤心石层;在堤心石层的脚部铺设护脚块石;在堤心石层的坡面铺设块石护面层和混凝土扭王块层;在堤心石层的顶部的靠近液面的一侧设置挡浪墙;在堤心石层的顶部铺设海堤面层。本发明所提供的实施例,通过对抛石海堤结构进行优化,在保证结构防渗止水功能的同时,改变施工顺序,简化施工工艺流程,降低海堤结构工程的施工难度,节约工程的施工成本,提高工程施工效率。
Construction method of seawall water stop structure
一种海堤止水结构的施工方法
XU SHAODONG (Autor:in) / JIN CHONGQIANG (Autor:in) / ZHOU DAN (Autor:in) / YU SHOUYANG (Autor:in) / WANG LILI (Autor:in) / KE WENYAN (Autor:in)
13.08.2024
Patent
Elektronische Ressource
Chinesisch
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