A platform for research: civil engineering, architecture and urbanism
Overwater pile cap, construction system and construction method
The invention relates to the technical field of overwater engineering, in particular to an overwater pile cap, a construction system and a construction method.The overwater pile cap comprises a prefabricated part and a cast-in-place part, the prefabricated part is placed on the top of a pile column, and the edge height of the top of the prefabricated part is larger than the height of the water surface; and the cast-in-place part is cast at the top of the prefabricated part. The overwater pile cap is divided into the prefabricated part and the cast-in-place part, only the prefabricated part is subjected to the steps of prefabricating, hoisting, transporting and the like during construction, the weight and the size of objects needing to be borne in all the steps are greatly reduced, and all the steps are conveniently carried out; meanwhile, after the prefabricated part is installed, the edge height of the prefabricated part can isolate the water body outside the top edge of the prefabricated part, so that the cast-in-place part above the prefabricated part can be conveniently poured, the influence of the water body on the pouring of the cast-in-place part is reduced or even avoided, the pouring quality of the cast-in-place part is further ensured, and the overall quality of the water pile cap is further improved.
本发明涉及水上工程技术领域,具体涉及一种水上桩帽、施工系统和施工方法,其中,水上桩帽包括预制部位和现浇部位,预制部位放置于桩柱顶部,预制部位顶部的边缘高度大于水面高度;现浇部位浇筑于预制部位的顶部。本发明通过将水上桩帽拆分为预制部位和现浇部位,在施工时可以仅对预制部位进行预制、吊装、运输等步骤,大大减少了各个步骤中所需承担的对象的重量和体积,便于各个步骤的进行;同时,预制部位在安装后其边缘高度能够将水体隔离在预制部位的顶部边缘外,由此便于对预制部位之上的现浇部位进行浇筑,减少甚至避免水体对现浇部位浇筑的影响,进而确保了现浇部位的浇筑质量,进而提高了水上桩帽的整体质量。
Overwater pile cap, construction system and construction method
The invention relates to the technical field of overwater engineering, in particular to an overwater pile cap, a construction system and a construction method.The overwater pile cap comprises a prefabricated part and a cast-in-place part, the prefabricated part is placed on the top of a pile column, and the edge height of the top of the prefabricated part is larger than the height of the water surface; and the cast-in-place part is cast at the top of the prefabricated part. The overwater pile cap is divided into the prefabricated part and the cast-in-place part, only the prefabricated part is subjected to the steps of prefabricating, hoisting, transporting and the like during construction, the weight and the size of objects needing to be borne in all the steps are greatly reduced, and all the steps are conveniently carried out; meanwhile, after the prefabricated part is installed, the edge height of the prefabricated part can isolate the water body outside the top edge of the prefabricated part, so that the cast-in-place part above the prefabricated part can be conveniently poured, the influence of the water body on the pouring of the cast-in-place part is reduced or even avoided, the pouring quality of the cast-in-place part is further ensured, and the overall quality of the water pile cap is further improved.
本发明涉及水上工程技术领域,具体涉及一种水上桩帽、施工系统和施工方法,其中,水上桩帽包括预制部位和现浇部位,预制部位放置于桩柱顶部,预制部位顶部的边缘高度大于水面高度;现浇部位浇筑于预制部位的顶部。本发明通过将水上桩帽拆分为预制部位和现浇部位,在施工时可以仅对预制部位进行预制、吊装、运输等步骤,大大减少了各个步骤中所需承担的对象的重量和体积,便于各个步骤的进行;同时,预制部位在安装后其边缘高度能够将水体隔离在预制部位的顶部边缘外,由此便于对预制部位之上的现浇部位进行浇筑,减少甚至避免水体对现浇部位浇筑的影响,进而确保了现浇部位的浇筑质量,进而提高了水上桩帽的整体质量。
Overwater pile cap, construction system and construction method
一种水上桩帽、施工系统和施工方法
XU JIE (author) / LI WEIWEI (author) / BI JINHUA (author) / LI LIN (author) / JIN HAO (author) / LI XIONGKAI (author) / WU YINGHUA (author) / LYU RONGQI (author) / CHEN RUIQING (author) / PAN FENG (author)
2024-10-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Overwater multi-platform pile foundation construction method
European Patent Office | 2024
|Overwater non-temporary pile sinking construction method
European Patent Office | 2023
|Pipe pile sinking construction method for overwater trestle
European Patent Office | 2023
|Overwater construction method for photovoltaic support foundation pile
European Patent Office | 2024
|