A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High-bearing-capacity tubular pile material proportioning method and high-bearing-capacity tubular pile
The invention relates to the technical field of pipe piles, in particular to a high-bearing-capacity pipe pile which comprises a concrete prefabricated pipe pile body, connecting flanges are integrally formed at the two ends of the concrete prefabricated pipe pile body, rib binding grooves are formed in the outer ring face of the concrete prefabricated pipe pile body, and an embedded ring and a reinforcing ring are embedded in the concrete prefabricated pipe pile body; the metal connecting ring is arranged on the outer side of the connecting flange in a sleeving mode, and the connecting flange and the metal connecting ring are inserted and limited through the buckling groove; the connecting notch is formed in the surface of the connecting flange, and the interior of the connecting notch is in threaded connection with a connecting ring; the high-bearing-capacity pipe pile material proportioning method and the high-bearing-capacity pipe pile have the beneficial effects that the metal connecting rings are of a detachable, selective and installed structure, and the reinforcing ribs are additionally installed between the metal connecting rings at the two ends of the concrete prefabricated pipe pile body; the reinforcing ribs are matched with the concrete prefabricated pipe pile body to bear loads together, and the hidden danger that the ends of the concrete prefabricated pipe pile body are damaged is reduced.
本发明涉及管桩技术领域，具体为一种高承载力管桩，包括混凝土预制管桩体，所述混凝土预制管桩体的两端均一体成型有连接凸缘，混凝土预制管桩体的外环面开设有束筋槽，混凝土预制管桩体的内部预埋有预埋环和加固环；金属连接环，套设在连接凸缘的外侧，连接凸缘和金属连接环通过扣槽插接限位；连接槽口，开设在连接凸缘的表面，连接槽口的内部螺接有衔接环；有益效果为：本发明提出的高承载力管桩材料配比方法及高承载力管桩提出的金属连接环为可拆卸选配安装的结构，并且混凝土预制管桩体两端的金属连接环之间加装加强筋，当金属连接环受砸击时，加强筋配合混凝土预制管桩体共同受载，减小混凝土预制管桩体端部破损的隐患。
High-bearing-capacity tubular pile material proportioning method and high-bearing-capacity tubular pile
The invention relates to the technical field of pipe piles, in particular to a high-bearing-capacity pipe pile which comprises a concrete prefabricated pipe pile body, connecting flanges are integrally formed at the two ends of the concrete prefabricated pipe pile body, rib binding grooves are formed in the outer ring face of the concrete prefabricated pipe pile body, and an embedded ring and a reinforcing ring are embedded in the concrete prefabricated pipe pile body; the metal connecting ring is arranged on the outer side of the connecting flange in a sleeving mode, and the connecting flange and the metal connecting ring are inserted and limited through the buckling groove; the connecting notch is formed in the surface of the connecting flange, and the interior of the connecting notch is in threaded connection with a connecting ring; the high-bearing-capacity pipe pile material proportioning method and the high-bearing-capacity pipe pile have the beneficial effects that the metal connecting rings are of a detachable, selective and installed structure, and the reinforcing ribs are additionally installed between the metal connecting rings at the two ends of the concrete prefabricated pipe pile body; the reinforcing ribs are matched with the concrete prefabricated pipe pile body to bear loads together, and the hidden danger that the ends of the concrete prefabricated pipe pile body are damaged is reduced.
本发明涉及管桩技术领域，具体为一种高承载力管桩，包括混凝土预制管桩体，所述混凝土预制管桩体的两端均一体成型有连接凸缘，混凝土预制管桩体的外环面开设有束筋槽，混凝土预制管桩体的内部预埋有预埋环和加固环；金属连接环，套设在连接凸缘的外侧，连接凸缘和金属连接环通过扣槽插接限位；连接槽口，开设在连接凸缘的表面，连接槽口的内部螺接有衔接环；有益效果为：本发明提出的高承载力管桩材料配比方法及高承载力管桩提出的金属连接环为可拆卸选配安装的结构，并且混凝土预制管桩体两端的金属连接环之间加装加强筋，当金属连接环受砸击时，加强筋配合混凝土预制管桩体共同受载，减小混凝土预制管桩体端部破损的隐患。
High-bearing-capacity tubular pile material proportioning method and high-bearing-capacity tubular pile
一种高承载力管桩材料配比方法及高承载力管桩
ZHU LI (author) / XU JIANSHENG (author) / LI KAIFENG (author) / FANG CHAO (author) / LI FANGBING (author) / ZHU KE (author) / CHEN JIASHENG (author) / ZHOU ZHEN (author) / LIU BAILIANG (author)
2022-11-11
Patent
Electronic Resource
Chinese
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