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Composite foundation pile pier connecting and supporting system and composite foundation construction method
The invention discloses a composite foundation pile pier connecting and supporting system and a composite foundation construction method, and belongs to the technical field of composite foundations. The system comprises a spiral pile barrel arranged in a foundation, a connecting pile barrel is arranged at the upper end of the spiral pile barrel, a barrel opening in the upper end of the connecting pile barrel is provided with a plurality of sets of connecting supporting arms which are adjustable in position in the circumferential direction of the connecting pile barrel and extend in the radial direction of the connecting pile barrel, and the connecting supporting arms are provided with adjusting supporting arms which are adjustable in position in the length direction of the connecting supporting arms. The adjacent connecting pile barrels are connected through connectors arranged at the overhanging ends of the adjusting supporting arms. By adjusting the adjusting supporting arms, the connecting supporting arms can be connected into a whole, the multiple sets of spiral pile barrels can form an organic whole, the whole foundation is supported, and the overall stability of the formed composite foundation is ensured.
本发明公开了一种复合地基桩墩连接支撑系统及复合地基施工方法,属于复合地基技术领域;该系统包括置入地基的螺旋桩筒,螺旋桩筒上端设置连接桩筒,连接桩筒上端筒口设置多组沿连接桩筒周向方向位置可调且沿连接桩筒径向方向延伸布置的连接支撑臂,连接支撑臂上设置沿连接支撑臂长度方向位置可调的调节支臂,相邻连接桩筒之间通过调节支臂悬伸端设置的连接器连接。通过对调节支臂进行调整,使得连接支撑臂能够相互连接为一体,可使得多组螺旋桩筒形成一个有机的整体,以实施对地基的整体支撑,确保形成的复合地基的整体稳定性。
Composite foundation pile pier connecting and supporting system and composite foundation construction method
The invention discloses a composite foundation pile pier connecting and supporting system and a composite foundation construction method, and belongs to the technical field of composite foundations. The system comprises a spiral pile barrel arranged in a foundation, a connecting pile barrel is arranged at the upper end of the spiral pile barrel, a barrel opening in the upper end of the connecting pile barrel is provided with a plurality of sets of connecting supporting arms which are adjustable in position in the circumferential direction of the connecting pile barrel and extend in the radial direction of the connecting pile barrel, and the connecting supporting arms are provided with adjusting supporting arms which are adjustable in position in the length direction of the connecting supporting arms. The adjacent connecting pile barrels are connected through connectors arranged at the overhanging ends of the adjusting supporting arms. By adjusting the adjusting supporting arms, the connecting supporting arms can be connected into a whole, the multiple sets of spiral pile barrels can form an organic whole, the whole foundation is supported, and the overall stability of the formed composite foundation is ensured.
本发明公开了一种复合地基桩墩连接支撑系统及复合地基施工方法,属于复合地基技术领域;该系统包括置入地基的螺旋桩筒,螺旋桩筒上端设置连接桩筒,连接桩筒上端筒口设置多组沿连接桩筒周向方向位置可调且沿连接桩筒径向方向延伸布置的连接支撑臂,连接支撑臂上设置沿连接支撑臂长度方向位置可调的调节支臂,相邻连接桩筒之间通过调节支臂悬伸端设置的连接器连接。通过对调节支臂进行调整,使得连接支撑臂能够相互连接为一体,可使得多组螺旋桩筒形成一个有机的整体,以实施对地基的整体支撑,确保形成的复合地基的整体稳定性。
Composite foundation pile pier connecting and supporting system and composite foundation construction method
一种复合地基桩墩连接支撑系统及复合地基施工方法
HUANG JINKUN (author) / KIM IN-JAE (author) / NAN BO (author) / CHENG ANCHUN (author) / WANG LEI (author) / XU YONGFU (author) / WEI PENGFEI (author) / ZHAO GUOHUI (author)
2024-01-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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