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ANCHORAGE DEVICE FOR PRESTRESSING TENDON, AND METHOD FOR REPAIRING EXISTING PRESTRESSED CONCRETE STRUCTURE

机译:用于预应力筋的锚固装置以及修复现有预应力混凝土结构的方法

摘要

PROBLEM TO BE SOLVED: To provide an anchorage device for a prestressing tendon of an existing prestressed concrete structure, which is structurally simple and excellent in constructibility, and a method for repairing of the existing prestress concrete structure for partially repairing the existing prestressed concrete structure into which a tensioning force is introduced by a post-tensioning system.;SOLUTION: In the intermediate anchorage device 100, anchoring bodies 110 and 120 split in two are pressure-bonded and integrated together by a bolt 140 so that a prestressing steel strand 200 can pass through a formed circular truncated cone-shaped taper hole 130. The intermediate anchorage device 100 intermediately anchors the prestressing steel strand 200 by fitting two wedge members 150 and 160, which are provided with slits 153 and 163, respectively, into a space, between the prestressing steel strand 200 and an inner periphery of the circular truncated cone-shaped taper hole 130, of the circular truncated cone-shaped taper hole 130, through which the prestressing steel strand 200 passes, of the anchoring bodies 110 and 120.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:提供一种结构简单且可施工性好的现有预应力混凝土结构的预应力筋锚固装置,以及一种用于将现有预应力混凝土结构部分修复为现有预应力混凝土结构的方法。解决方案:在中间锚固装置100中,一分为二的锚固体110和120通过螺栓140压接并集成在一起,以便预应力钢绞线200可以穿过形成的圆形截头圆锥形锥形孔130。中间锚固装置100通过将两个分别设有狭缝153和163的楔形构件150和160装配到之间的空间中,将预应力钢绞线200锚定在中间。所述预应力钢绞线200和所述圆锥台形的圆锥台孔130的内周面锚固体110和120的圆角圆锥形圆锥孔130,预应力钢绞线200穿过该圆锥孔。版权所有:(C)2011,日本特许厅&INPIT

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