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Deep and thick pebble stratum steel sheet pile structure and construction method
The invention discloses a deep and thick pebble stratum steel sheet pile structure and a construction method. The deep and thick pebble stratum steel sheet pile structure at least comprises but not limited to a first supporting part and a second supporting part. The first supporting part and the second supporting part are arranged in a staggered mode, and first connecting parts are arranged at the two ends of the first supporting part. Second connecting parts matched with the first connecting parts are arranged at the two ends of the second supporting part, and the first supporting part and the second supporting part are connected into an integral structure under the matching of the first connecting parts and the second connecting parts; according to the scheme, the problem of difficulty in inserting and driving the steel sheet pile in the deep and thick pebble stratum is solved, the construction efficiency is improved compared with an inserting and driving process, and the construction time of the steel sheet pile is shortened; the cylindrical first supporting part has the functions of supporting and dewatering, construction of an extra dewatering well can be reduced, the engineering cost is saved, the construction period is shortened, the occupied area of the dewatering well can be saved through flexible arrangement of the cylindrical first supporting part for a project with a narrow site, and the advantages are more outstanding.
本发明公开了一种深厚卵石地层钢板桩结构及施工方法,至少包括但不限于第一支撑部和第二支撑部;所述第一支撑部和第二支撑部交错设置,且所述第一支撑部的两端设置有第一连接部;所述第二支撑部的两端设置有与第一连接部配合的第二连接部,所述第一支撑部和第二支撑部在第一连接部和第二连接部的配合下连接为整体结构;本方案既解决了深厚卵石地层钢板桩插打困难的问题,又相较于插打工艺提高了施工效率,缩短了钢板桩施工的时间;圆筒状的第一支撑部兼具支护和降水的功能,可减少额外降水井的施工,节约工程成本,缩短施工工期,且对于场地即为狭窄的项目,圆筒状的第一支撑部的灵活布置,可以节约降水井的占地,优点更加突出。
Deep and thick pebble stratum steel sheet pile structure and construction method
The invention discloses a deep and thick pebble stratum steel sheet pile structure and a construction method. The deep and thick pebble stratum steel sheet pile structure at least comprises but not limited to a first supporting part and a second supporting part. The first supporting part and the second supporting part are arranged in a staggered mode, and first connecting parts are arranged at the two ends of the first supporting part. Second connecting parts matched with the first connecting parts are arranged at the two ends of the second supporting part, and the first supporting part and the second supporting part are connected into an integral structure under the matching of the first connecting parts and the second connecting parts; according to the scheme, the problem of difficulty in inserting and driving the steel sheet pile in the deep and thick pebble stratum is solved, the construction efficiency is improved compared with an inserting and driving process, and the construction time of the steel sheet pile is shortened; the cylindrical first supporting part has the functions of supporting and dewatering, construction of an extra dewatering well can be reduced, the engineering cost is saved, the construction period is shortened, the occupied area of the dewatering well can be saved through flexible arrangement of the cylindrical first supporting part for a project with a narrow site, and the advantages are more outstanding.
本发明公开了一种深厚卵石地层钢板桩结构及施工方法,至少包括但不限于第一支撑部和第二支撑部;所述第一支撑部和第二支撑部交错设置,且所述第一支撑部的两端设置有第一连接部;所述第二支撑部的两端设置有与第一连接部配合的第二连接部,所述第一支撑部和第二支撑部在第一连接部和第二连接部的配合下连接为整体结构;本方案既解决了深厚卵石地层钢板桩插打困难的问题,又相较于插打工艺提高了施工效率,缩短了钢板桩施工的时间;圆筒状的第一支撑部兼具支护和降水的功能,可减少额外降水井的施工,节约工程成本,缩短施工工期,且对于场地即为狭窄的项目,圆筒状的第一支撑部的灵活布置,可以节约降水井的占地,优点更加突出。
Deep and thick pebble stratum steel sheet pile structure and construction method
一种深厚卵石地层钢板桩结构及施工方法
CHEN DONGMEI (Autor:in) / XU JIANXIAO (Autor:in) / LI WEI (Autor:in) / LI XIN (Autor:in) / TAN BIN (Autor:in)
29.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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