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CONSTRUCTION METHOD FOR REINFORCING MASONRY WALL, AND MASONRY STRUCTURE

机译:砌体墙的加固方法及砌体结构

摘要

PROBLEM TO BE SOLVED: To enhance earthquake-resisting performance of a masonry wall without shifting the masonry wall.;SOLUTION: An anchor plate 350 is attached to a lower end 306 of a prestressing bar 302 from a horizontal hole 210 which is formed in a foundation 200 of a brick wall 100, without shifting the existing brick wall 100. Subsequently, the anchor plate 350 is fixed by infilling high-early-strength concrete 212 into the horizontal hole 210. In other words, the anchor plate 350 functioning as a fixed end can be provided at the lower end 306 of the prestressing bar 302, without the relocation of the brick wall 100, by forming the horizontal hole 210 in the foundation 200. A compressive force is applied between the upper and lower ends 120 and 110 of the brick wall 100 by the plurality of prestressing bars 302 which penetrate between the upper and lower ends 120 and 110 of the brick wall 100 and to which a tensioning force is applied.;COPYRIGHT: (C)2011,JPO&INPIT
机译:要解决的问题:在不移位砌体墙的情况下提高砌体墙的抗震性能。解决方案:锚定板350从水平孔210附接到预应力杆302的下端306,水平孔210形成在墙体中。砖墙100的基础200,而不移动现有砖墙100。随后,通过将高强度混凝土212填充到水平孔210中来固定锚板350。换句话说,锚板350用作通过在基础200中形成水平孔210,可以将固定端设置在预应力杆302的下端306,而无需重新定位砖墙100。在上端120和下端110之间施加压缩力多个预应力杆302穿过砖墙100的上端和下端120和110之间并施加张紧力; COPYRIGHT:(C)2011,JPO&INPIT

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