A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Socketed pile and construction method thereof
The socketed pile comprises a pile foundation and a column base which are sequentially arranged from bottom to top, the column base comprises a pedestal arranged on the pile foundation, a column connecting hole is formed in the top face of the pedestal, a plurality of protruding columns are arranged on the outer side wall of the pedestal, and outer sliding holes and inner sliding holes are sequentially formed in the end faces, away from the pedestal, of the protruding columns in the direction close to the pedestal; a lock column sliding rod is arranged in the inner sliding hole in a sliding mode, a lock column sliding plate in sliding fit with the outer sliding hole is arranged at the end, away from the installation inserting hole, of the lock column sliding rod, and the lock column sliding rod is sleeved with a push plate spring with one end abutting against the bottom of the outer sliding hole and the other end abutting against the lock column sliding plate. The socketed pile and the prefabricated column are connected through the lock column sliding rod and the lock column insertion hole which are matched in an inserted mode and high-strength concrete mortar arranged on the butt joint faces of the lock column sliding rod and the lock column insertion hole, and the connection strength between the socketed pile and the prefabricated column is high.
本发明提供了一种嵌岩桩，包括自下而上依次设置的桩基、柱座，柱座包括设置于桩基上的台座，台座顶面上开设有接柱孔，台座的外侧壁上设置有多个凸柱，凸柱背离台座的端面上向靠近台座方向依次开设有外滑孔、内滑孔，内滑孔中滑动设置有锁柱滑杆，锁柱滑杆背离安装插孔的一端设置有与外滑孔滑动配合的锁柱滑板，锁柱滑杆上套设有一端与外滑孔孔底相抵，另一端与锁柱滑板相抵的推板弹簧。本嵌岩桩与预制柱之间通过插接配合的锁柱滑杆和锁柱插孔以及设置于两者对接面上的高强混凝土砂浆实现连接，嵌岩桩与预制柱之间的连接强度较高。
Socketed pile and construction method thereof
The socketed pile comprises a pile foundation and a column base which are sequentially arranged from bottom to top, the column base comprises a pedestal arranged on the pile foundation, a column connecting hole is formed in the top face of the pedestal, a plurality of protruding columns are arranged on the outer side wall of the pedestal, and outer sliding holes and inner sliding holes are sequentially formed in the end faces, away from the pedestal, of the protruding columns in the direction close to the pedestal; a lock column sliding rod is arranged in the inner sliding hole in a sliding mode, a lock column sliding plate in sliding fit with the outer sliding hole is arranged at the end, away from the installation inserting hole, of the lock column sliding rod, and the lock column sliding rod is sleeved with a push plate spring with one end abutting against the bottom of the outer sliding hole and the other end abutting against the lock column sliding plate. The socketed pile and the prefabricated column are connected through the lock column sliding rod and the lock column insertion hole which are matched in an inserted mode and high-strength concrete mortar arranged on the butt joint faces of the lock column sliding rod and the lock column insertion hole, and the connection strength between the socketed pile and the prefabricated column is high.
本发明提供了一种嵌岩桩，包括自下而上依次设置的桩基、柱座，柱座包括设置于桩基上的台座，台座顶面上开设有接柱孔，台座的外侧壁上设置有多个凸柱，凸柱背离台座的端面上向靠近台座方向依次开设有外滑孔、内滑孔，内滑孔中滑动设置有锁柱滑杆，锁柱滑杆背离安装插孔的一端设置有与外滑孔滑动配合的锁柱滑板，锁柱滑杆上套设有一端与外滑孔孔底相抵，另一端与锁柱滑板相抵的推板弹簧。本嵌岩桩与预制柱之间通过插接配合的锁柱滑杆和锁柱插孔以及设置于两者对接面上的高强混凝土砂浆实现连接，嵌岩桩与预制柱之间的连接强度较高。
Socketed pile and construction method thereof
一种嵌岩桩及其施工方法
SHU WEIRONG (author) / LIU HONGYU (author) / LI YAHUI (author) / DU XIUQIAO (author) / DAI ZIYANG (author) / ZHANG JIUQI (author) / GUO XINHAO (author) / YIN NANFANG (author) / WANG MINGYAN (author) / YANG YOUJIANG (author)
2023-06-06
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Rock-socketed hollow precast pile and rock-socketed construction method using precast pile
| European Patent Office | 2021
Implanted socketed pile foundation and construction method
| European Patent Office | 2022
Large-diameter composite socketed pile and construction method thereof
| European Patent Office | 2024