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EARTHQUAKE RESISTANT REINFORCING METHOD OF EXISTING BUILDING

机译:既有建筑抗震加固方法

摘要

PROBLEM TO BE SOLVED: To greatly remote earthquake resistance through safe and simple repairing work without damaging in outward appearance of the existing building. ;SOLUTION: Brackets 4 and 5 are mounted to both up and down positions of a column 1 of a building, a floor slab between both of them is equipped with through-holes in which temporary posts 7 are inserted, and temporary bearing jacks 6 and the temporary posts 7 are inserted between two brackets 4 and 5. Reaction force is borne on the brackets 4 and 5, axial force acting on the column 1 is borne on the temporary posts 7 and temporary bearing jacks 6, and a part of the column 1 between two brackets 4 and 5 is cut off. A vibration isolation bearing 9 and a column end bearing jack 10 are inserted in the part in series, the column end bearing jack 10 is operated, and load of the column 1 is borne on the vibration isolation bearing 9. The column end bearing jack 10 is fixed and, at the same time, the temporary bearing jacks 6, temporary posts 7 and brackets 4 and 5 are removed. Such stages of work are applied to every column 1 of the building, and the whole upper structure of the building is borne on the vibration isolation bearing 9.;COPYRIGHT: (C)1997,JPO
机译:要解决的问题:通过安全且简单的维修工作,在不损害现有建筑物外观的情况下极大地降低了抗震能力。 ;解决方案:支架4和5分别安装在建筑物的第1列的上下位置,它们之间的楼板都配有通孔,临时支柱7插入其中,临时轴承千斤顶6和临时支柱7插入在两个托架4和5之间。反作用力施加在托架4和5上,作用在立柱1上的轴向力承载在临时支柱7和临时轴承千斤顶6上,以及支柱的一部分两个支架4和5之间的1被切除。将防振轴承9和柱端轴承千斤顶10串联插入该部分中,操作柱端轴承千斤顶10,并且将柱1的负载承受在隔振轴承9上。柱端轴承千斤顶10固定,同时移去临时轴承千斤顶6,临时支柱7以及支架4和5。这样的工作阶段适用于建筑物的每个第1列,建筑物的整个上部结构都由隔振轴承9承载。版权所有:(C)1997,JPO

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