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Pre-stressed FRP-concrete composite structural members

机译:预应力FRP-混凝土组合结构构件

摘要

Fiber reinforced plastic FRP formed about concrete piles and columns. The FRP components generally includes an exterior shell and an interior protruding portions. The concrete filled FRP tubes are enhanced by prestressing the concrete core, thereby increasing the bond with the tube and placing the tube in an active hoop tension. The prestressing can be developed by either post-tensioning a series of strands(or tendons) that are placed inside the core, or by using expansive core materials which do expand upon curing and will therefore impose an active pressure on the confining tube. The bond can be developed by either internal resin grids, FRP spirals, FRP orthotropic grids, sand- resin coating, bonding agent or protruded ribs. The system can be used as a fender pile, bearing pile, bridge pier column, or any structural column. The system can be made by pultrusion, SCRIMP, REM, centrifugal methods or hand lay-up. The invention can additionally enhance the compressive, flexural and shear strengths of concrete support columns and piles especially for infrastructures such as bridges, buildings and the like used in hurricane and seismic zone locations.
机译:在混凝土桩和柱子周围形成了纤维增强塑料FRP。 FRP组件通常包括外壳和内部突出部分。通过对混凝土芯进行预应力来增强混凝土填充的FRP管,从而增加与管的结合力,并使管处于有效的环向张力中。可以通过以下方式产生预应力:对位于芯子内部的一系列股线(或腱)进行后张拉力,或者使用膨胀的芯子材料,这些材料在固化时会膨胀,因此会在约束管上施加有效压力。可以通过内部树脂网格,FRP螺旋形,FRP正交各向异性网格,砂树脂涂层,粘合剂或凸出的肋来形成粘结。该系统可用作挡泥板桩,承重桩,桥墩柱或任何结构柱。该系统可以通过拉挤成型,SCRIMP,REM,离心法或手工铺网来制造。本发明还可以增强混凝土支撑柱和桩的抗压,抗弯和抗剪强度,特别是用于飓风和地震带位置的基础设施,例如桥梁,建筑物等。

著录项

  • 公开/公告号US6123485A

    专利类型

  • 公开/公告日2000-09-26

    原文格式PDF

  • 申请/专利权人 UNIVERSITY OF CENTRAL FLORIDA;

    申请/专利号US19980018114

  • 发明设计人 AMIR MIRMIRAN;MOHSEN SHAHAWY;

    申请日1998-02-03

  • 分类号E02D11/00;E02D5/10;

  • 国家 US

  • 入库时间 2022-08-22 01:36:07

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