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Dock water stop component and preparation and installation method thereof
The invention provides a dock water stop component and a preparation and installation method thereof. The dock water stop component comprises a steel sheet pile set comprising a plurality of steel sheet piles, each steel sheet pile comprises a steel sheet pile body and a connecting component, each connecting component comprises a convex flange plate and a concave flange plate, and the convex flange plates and the concave flange plates are located on the two sides of the steel sheet piles correspondingly; every two adjacent steel sheet piles are buckled together through the corresponding convexflange plate and the corresponding concave flange plate, and the multiple ]-shaped limiting plates and the flat plate limiting steel plates are arranged on the two sides of the flange plates of the steel sheet piles correspondingly and fixedly welded. According to the dock water stop component, the steel sheet pile is effectively limited when the pile is hammered and conveyed, lateral kinetic energy is consumed through the]-shaped limiting plate and the flat plate limiting steel plate, and twisting of a flange plate and disengaging deformation of a locking opening in the construction processof the steel sheet pile can be obviously guaranteed.
本发明提供一种船坞止水构件及其制备安装方法,船坞止水构件包括:钢板桩组,包含多个钢板桩,钢板桩包括钢板桩本体和连接构件,连接构件包括凸形翼缘板板和凹形翼缘板,凸形翼缘板板和凹形翼缘板分别位于钢板桩的两侧,相邻两个钢板桩之间通过凸形翼缘板板和凹形翼缘板相互扣合在一起,多个“]”字型限位板和平板限位钢板,分别设置在钢板桩翼缘板两侧,固定焊接。本发明的船坞止水构件,在锤击送桩时对钢板桩进行有效的限位,用“]”字型限位板和平板限位钢板消耗掉侧向动能,可明显保障钢板桩在施工过程中翼缘板的扭曲和锁口的脱落变形。
Dock water stop component and preparation and installation method thereof
The invention provides a dock water stop component and a preparation and installation method thereof. The dock water stop component comprises a steel sheet pile set comprising a plurality of steel sheet piles, each steel sheet pile comprises a steel sheet pile body and a connecting component, each connecting component comprises a convex flange plate and a concave flange plate, and the convex flange plates and the concave flange plates are located on the two sides of the steel sheet piles correspondingly; every two adjacent steel sheet piles are buckled together through the corresponding convexflange plate and the corresponding concave flange plate, and the multiple ]-shaped limiting plates and the flat plate limiting steel plates are arranged on the two sides of the flange plates of the steel sheet piles correspondingly and fixedly welded. According to the dock water stop component, the steel sheet pile is effectively limited when the pile is hammered and conveyed, lateral kinetic energy is consumed through the]-shaped limiting plate and the flat plate limiting steel plate, and twisting of a flange plate and disengaging deformation of a locking opening in the construction processof the steel sheet pile can be obviously guaranteed.
本发明提供一种船坞止水构件及其制备安装方法,船坞止水构件包括:钢板桩组,包含多个钢板桩,钢板桩包括钢板桩本体和连接构件,连接构件包括凸形翼缘板板和凹形翼缘板,凸形翼缘板板和凹形翼缘板分别位于钢板桩的两侧,相邻两个钢板桩之间通过凸形翼缘板板和凹形翼缘板相互扣合在一起,多个“]”字型限位板和平板限位钢板,分别设置在钢板桩翼缘板两侧,固定焊接。本发明的船坞止水构件,在锤击送桩时对钢板桩进行有效的限位,用“]”字型限位板和平板限位钢板消耗掉侧向动能,可明显保障钢板桩在施工过程中翼缘板的扭曲和锁口的脱落变形。
Dock water stop component and preparation and installation method thereof
一种船坞止水构件及其制备安装方法
ZHAO AN (Autor:in) / SHENG JIAN (Autor:in) / LIU YAOSHUN (Autor:in) / XU YONGCHUN (Autor:in) / MA LI (Autor:in)
02.04.2021
Patent
Elektronische Ressource
Chinesisch
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