A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Wharf split type pile cap and construction method thereof
The invention provides a wharf split type pile cap and a construction method thereof.The wharf split type pile cap comprises a positioning ring arranged on the outer side wall of a steel pipe column, a bottom plate is supported on the positioning ring, the steel pipe column is sleeved with the bottom plate, a connecting key is arranged in the bottom plate, the connecting key is connected with the steel pipe column through an alignment locking unit, and four formworks are detachably arranged on the outer side of the bottom plate; the four formworks and the bottom plate form a closed space, an upper structure is poured in the closed space, and the upper structure and the bottom plate are connected to form a pile cap. The structure is compact, compared with a traditional pile cap, the construction quality is better guaranteed compared with a suspended formwork method, compared with a steel bottom plate suspended box method, material waste is reduced, compared with a concrete bottom plate suspended box method, material waste is reduced, construction efficiency is improved, manufacturing difficulty is small, and good economic benefits are achieved.
本发明提供一种码头分体式桩帽及其施工方法，包括设置在钢管柱外侧壁上的定位环，定位环上支撑有底板，底板套设在钢管柱上，底板内设有连接键，连接键通过对准锁止单元和钢管柱连接，底板的外侧可拆卸的设有四个模板，四个模板和底板形成封闭空间，封闭空间内浇筑有上部结构，上部结构和底板连接形成桩帽。本发明结构紧凑，与传统的桩帽相比，较吊模法施工质量更有保障，较钢底板吊箱法，减少了材料浪费，较混凝土底板吊箱法，减少了材料浪费，提高了施工效率，制作难度小，具有良好的经济效益。
Wharf split type pile cap and construction method thereof
The invention provides a wharf split type pile cap and a construction method thereof.The wharf split type pile cap comprises a positioning ring arranged on the outer side wall of a steel pipe column, a bottom plate is supported on the positioning ring, the steel pipe column is sleeved with the bottom plate, a connecting key is arranged in the bottom plate, the connecting key is connected with the steel pipe column through an alignment locking unit, and four formworks are detachably arranged on the outer side of the bottom plate; the four formworks and the bottom plate form a closed space, an upper structure is poured in the closed space, and the upper structure and the bottom plate are connected to form a pile cap. The structure is compact, compared with a traditional pile cap, the construction quality is better guaranteed compared with a suspended formwork method, compared with a steel bottom plate suspended box method, material waste is reduced, compared with a concrete bottom plate suspended box method, material waste is reduced, construction efficiency is improved, manufacturing difficulty is small, and good economic benefits are achieved.
本发明提供一种码头分体式桩帽及其施工方法，包括设置在钢管柱外侧壁上的定位环，定位环上支撑有底板，底板套设在钢管柱上，底板内设有连接键，连接键通过对准锁止单元和钢管柱连接，底板的外侧可拆卸的设有四个模板，四个模板和底板形成封闭空间，封闭空间内浇筑有上部结构，上部结构和底板连接形成桩帽。本发明结构紧凑，与传统的桩帽相比，较吊模法施工质量更有保障，较钢底板吊箱法，减少了材料浪费，较混凝土底板吊箱法，减少了材料浪费，提高了施工效率，制作难度小，具有良好的经济效益。
Wharf split type pile cap and construction method thereof
码头分体式桩帽及其施工方法
ZHENG XIANHE (author) / WANG ZHIMIN (author) / LU YONG (author) / GAO LONG (author) / SHAN XIAODONG (author) / XIE PENG (author) / ZHANG FANG (author) / MA JINCHUAN (author) / WU YUCHEN (author)
2023-04-04
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen