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Construction method of shore bearing platform foundation and bearing platform foundation
The invention belongs to the technical field of bridge construction, and discloses a construction method of a shore bearing platform foundation and the bearing platform foundation. The construction method of the shore bearing platform foundation comprises the steps that S1, surveying and setting-out are conducted on a shore slope, and an outer contour line is determined; s2, the outer contour line is used as the outer edge, and a step structure is excavated on the bank slope in the direction away from the land; s3, two anchor piles are arranged on the ground of the bank slope, and the two anchor piles are located at the two end points of the outer contour line correspondingly; s4, a brick wall is built on the bottommost layer of the step structure along the outer contour line; s5, a wall plate is arranged on the brick wall, and the two ends, in the outer contour line direction, of the wall plate are fixedly connected with the anchor piles; s6, pouring and filling concrete on the step structure enclosed by the wall plates and the land; and S7, drilling pile construction is conducted. The bearing platform foundation can make full use of the topographic condition of a bank slope, has high stability and structural strength, and meanwhile reduces disturbance and damage to a marine ecological red line.
本发明属于桥梁施工技术领域,公开了一种临岸承台基础施工方法及承台基础。该临岸承台基础施工方法包括:S1、在临岸斜坡上进行测量放线,并确定外轮廓线;S2、以外轮廓线为外缘,沿背离陆地的方向在临岸斜坡上开挖台阶结构;S3、在临岸斜坡的地面上设置两个锚桩,两个锚桩分别位于外轮廓线的两个端点处;S4、在台阶结构的最底层上沿外轮廓线砌筑砖墙;S5、在砖墙上设置壁板,将壁板沿外轮廓线方向的两端与锚桩固定连接;S6、向壁板和陆地围合起来的台阶结构上浇筑填筑混凝土;S7、进行钻孔桩施工。该承台基础能够充分利用临岸斜坡的地形条件,具有较高的稳定性和结构强度,同时减小了对海洋生态红线的扰动和破坏。
Construction method of shore bearing platform foundation and bearing platform foundation
The invention belongs to the technical field of bridge construction, and discloses a construction method of a shore bearing platform foundation and the bearing platform foundation. The construction method of the shore bearing platform foundation comprises the steps that S1, surveying and setting-out are conducted on a shore slope, and an outer contour line is determined; s2, the outer contour line is used as the outer edge, and a step structure is excavated on the bank slope in the direction away from the land; s3, two anchor piles are arranged on the ground of the bank slope, and the two anchor piles are located at the two end points of the outer contour line correspondingly; s4, a brick wall is built on the bottommost layer of the step structure along the outer contour line; s5, a wall plate is arranged on the brick wall, and the two ends, in the outer contour line direction, of the wall plate are fixedly connected with the anchor piles; s6, pouring and filling concrete on the step structure enclosed by the wall plates and the land; and S7, drilling pile construction is conducted. The bearing platform foundation can make full use of the topographic condition of a bank slope, has high stability and structural strength, and meanwhile reduces disturbance and damage to a marine ecological red line.
本发明属于桥梁施工技术领域,公开了一种临岸承台基础施工方法及承台基础。该临岸承台基础施工方法包括:S1、在临岸斜坡上进行测量放线,并确定外轮廓线;S2、以外轮廓线为外缘,沿背离陆地的方向在临岸斜坡上开挖台阶结构;S3、在临岸斜坡的地面上设置两个锚桩,两个锚桩分别位于外轮廓线的两个端点处;S4、在台阶结构的最底层上沿外轮廓线砌筑砖墙;S5、在砖墙上设置壁板,将壁板沿外轮廓线方向的两端与锚桩固定连接;S6、向壁板和陆地围合起来的台阶结构上浇筑填筑混凝土;S7、进行钻孔桩施工。该承台基础能够充分利用临岸斜坡的地形条件,具有较高的稳定性和结构强度,同时减小了对海洋生态红线的扰动和破坏。
Construction method of shore bearing platform foundation and bearing platform foundation
临岸承台基础施工方法及承台基础
LIAN YANJIN (author) / PENG ZHICHUAN (author) / SHA RENMING (author) / JIAN JIAXIN (author) / ZHAO ZHENFENG (author) / JIA GUANG (author) / SHI JINGANG (author) / WANG YUE (author) / LIU HE (author) / CAO ZIXUAN (author)
2023-12-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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