发明名称 Continuously Prestressed Concrete Pile Splice
摘要 A pile splice section for a spliced prestressed concrete pile includes a prestressed concrete element including a first end and a second end and a plurality of tendons that extend from the first end to the second end. A first end assembly at the first end of the prestressed concrete element includes a first plate coupled to the plurality of tendons. The first end assembly further includes a plurality of internally threaded fasteners embedded in the first end of the prestressed concrete element that are engagable via apertures extending through the first plate. A second end assembly at the second end of the prestressed concrete element includes a second metal plate coupled to the plurality of tendons. The second end assembly further includes a plurality of apertures extending through the second plate and accessible via pockets proximate the second end of the prestressed concrete element.
申请公布号 US2015267373(A1) 申请公布日期 2015.09.24
申请号 US201514729868 申请日期 2015.06.03
申请人 NuTech Ventures, Inc. 发明人 Tadros Maher;Kromel Hanna;Patzlaff Quinton;Morcous George
分类号 E02D5/58;E02D5/30;E02D5/50;E02D5/52 主分类号 E02D5/58
代理机构 代理人
主权项 1. A method for forming pile splice sections for a spliced prestressed concrete pile, the method comprising: providing a first pile section form including a first end assembly, a second end assembly, and concrete element form between the first and second end assemblies, the first end assembly comprising a first plate at a first end of the concrete element form and the second end assembly comprising a second plate at a second end of the concrete element form, the first end assembly further comprising a plurality of internally threaded fasteners coupled to the first plate and extending into the concrete element form, the second end assembly further comprising a plurality of bent plates that each defines a pocket extending into the concrete element form; securing a first plurality of prestress tendons to the first plate and the second plate such that the first plurality of prestress tendons extend through the concrete element form; tensioning the first plurality of prestress tendons; filling the first end assembly, second end assembly, and concrete element form with concrete such that the internally threaded fasteners are embedded in the concrete and the concrete does not enter the pockets; releasing the tension from the first plurality of prestress tendons after allowing the concrete to cure; and removing the cured concrete from the first pile section form.
地址 Lincoln NE US