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Gravity type foundation and construction method
The invention relates to the technical field of gravity type foundations, in particular to a gravity type foundation and a construction method.The gravity type foundation comprises a plurality of formworks and reinforcing assemblies, the multiple formworks are connected end to end to define a first space, one end of each formwork is suitable for stretching into a seabed, and the first space is suitable for being filled with first filler to form the gravity type foundation; a through hole is formed in the gravity type foundation, the reinforcing assembly is arranged in the gravity type foundation, one end of the reinforcing assembly is flush with the end, away from the seabed, of the gravity type foundation, and the other end of the reinforcing assembly is suitable for penetrating through the through hole to stretch into the seabed.
本发明涉及重力式基础技术领域,具体涉及一种重力式基础及施工方法,所述的重力式基础包括多个模板和加固组件,多个模板首尾相连以围成第一空间,模板的一端适于伸入海床内,第一空间内适于填充第一填充物以形成重力式基础,重力式基础上开设有通孔,加固组件设在重力式基础内,且加固组件的一端与重力式基础远离海床的一端平齐,加固组件的另一端适于穿过通孔伸入海床内,本发明提出了一种重力式基础,可以提高重力式基础的抗拔性能。
Gravity type foundation and construction method
The invention relates to the technical field of gravity type foundations, in particular to a gravity type foundation and a construction method.The gravity type foundation comprises a plurality of formworks and reinforcing assemblies, the multiple formworks are connected end to end to define a first space, one end of each formwork is suitable for stretching into a seabed, and the first space is suitable for being filled with first filler to form the gravity type foundation; a through hole is formed in the gravity type foundation, the reinforcing assembly is arranged in the gravity type foundation, one end of the reinforcing assembly is flush with the end, away from the seabed, of the gravity type foundation, and the other end of the reinforcing assembly is suitable for penetrating through the through hole to stretch into the seabed.
本发明涉及重力式基础技术领域,具体涉及一种重力式基础及施工方法,所述的重力式基础包括多个模板和加固组件,多个模板首尾相连以围成第一空间,模板的一端适于伸入海床内,第一空间内适于填充第一填充物以形成重力式基础,重力式基础上开设有通孔,加固组件设在重力式基础内,且加固组件的一端与重力式基础远离海床的一端平齐,加固组件的另一端适于穿过通孔伸入海床内,本发明提出了一种重力式基础,可以提高重力式基础的抗拔性能。
Gravity type foundation and construction method
重力式基础及施工方法
MA WENGUAN (Autor:in) / WANG HAIMING (Autor:in) / GUAN JIANYUE (Autor:in) / ZHANG JI (Autor:in) / QIU XU (Autor:in) / LIU XIN (Autor:in) / YAN SHU (Autor:in) / GUO XIAOJIANG (Autor:in) / BAI JIAN (Autor:in) / WANG JIAYUAN (Autor:in)
03.02.2023
Patent
Elektronische Ressource
Chinesisch
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