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A platform for research: civil engineering, architecture and urbanism
Gravity type wharf fixed crane foundation structure and construction method thereof
The invention discloses a gravity type wharf fixed crane foundation structure and a construction method thereof, and the crane foundation structure comprises a small caisson group, a riprap foundation bed, a prefabricated square block, a breast wall and a top concrete layer; the small caisson group is installed on the riprap foundation bed, prefabricated square blocks are arranged on the riprap foundation bed on the two sides of the small caisson group, breast walls are arranged on the prefabricated square blocks, and a top concrete layer is poured on the top of the small caisson group; the small caisson group comprises a plurality of small caissons, and the plurality of small caissons are connected through a poured top concrete layer; a bottom concrete layer is arranged in the small caisson, embedded steel bars are arranged in the bottom concrete layer, and the bottom concrete layer is connected with the top concrete layer through the embedded steel bars. By means of the design, the problem that in the construction process of a traditional gravity type square wharf fixed crane foundation, a formwork deforms or shifts when concrete is poured, and consequently the joint between the formwork and a riprap foundation bed is not tight, and slurry leakage is caused is solved.
本发明介绍了一种重力式码头固定吊基础结构及其施工方法，其中，吊基础结构包括小沉箱组、抛石基床、预制方块、胸墙、顶部混凝土层；所述小沉箱组安装在抛石基床上，所述小沉箱组两侧的抛石基床上设置预制方块，所述预制方块上设置胸墙，所述小沉箱组顶部浇筑顶部混凝土层；所述小沉箱组包括多个小沉箱，所述多个小沉箱之间通过浇筑的顶部混凝土层连接；所述小沉箱内设置有底部混凝土层，所述底部混凝土层内设置有预埋钢筋，所述底部混凝土层通过预埋钢筋与顶部混凝土层连接。通过上述设计，本申请消除了传统重力式方块码头固定吊基础的施工过程中，浇筑混凝土时模板出现变形或移位，进而导致模板与抛石基床接缝处不严密而产生的漏浆问题。
Gravity type wharf fixed crane foundation structure and construction method thereof
The invention discloses a gravity type wharf fixed crane foundation structure and a construction method thereof, and the crane foundation structure comprises a small caisson group, a riprap foundation bed, a prefabricated square block, a breast wall and a top concrete layer; the small caisson group is installed on the riprap foundation bed, prefabricated square blocks are arranged on the riprap foundation bed on the two sides of the small caisson group, breast walls are arranged on the prefabricated square blocks, and a top concrete layer is poured on the top of the small caisson group; the small caisson group comprises a plurality of small caissons, and the plurality of small caissons are connected through a poured top concrete layer; a bottom concrete layer is arranged in the small caisson, embedded steel bars are arranged in the bottom concrete layer, and the bottom concrete layer is connected with the top concrete layer through the embedded steel bars. By means of the design, the problem that in the construction process of a traditional gravity type square wharf fixed crane foundation, a formwork deforms or shifts when concrete is poured, and consequently the joint between the formwork and a riprap foundation bed is not tight, and slurry leakage is caused is solved.
本发明介绍了一种重力式码头固定吊基础结构及其施工方法，其中，吊基础结构包括小沉箱组、抛石基床、预制方块、胸墙、顶部混凝土层；所述小沉箱组安装在抛石基床上，所述小沉箱组两侧的抛石基床上设置预制方块，所述预制方块上设置胸墙，所述小沉箱组顶部浇筑顶部混凝土层；所述小沉箱组包括多个小沉箱，所述多个小沉箱之间通过浇筑的顶部混凝土层连接；所述小沉箱内设置有底部混凝土层，所述底部混凝土层内设置有预埋钢筋，所述底部混凝土层通过预埋钢筋与顶部混凝土层连接。通过上述设计，本申请消除了传统重力式方块码头固定吊基础的施工过程中，浇筑混凝土时模板出现变形或移位，进而导致模板与抛石基床接缝处不严密而产生的漏浆问题。
Gravity type wharf fixed crane foundation structure and construction method thereof
一种重力式码头固定吊基础结构及其施工方法
JIANG HUAPING (author) / HUANG LONGJIE (author) / RUAN XUECHENG (author) / LIU TAO (author) / SONG XIAOWEI (author) / MAO WEIXING (author)
2023-07-07
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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