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PRESS-IN STRUCTURE FOR GROUT IN MORTAR FILLING TYPE ASEISMATIC REINFORCING CONSTRUCTION METHOD

机译:砂浆灌浆型消声加固施工中的灌浆结构

摘要

PROBLEM TO BE SOLVED: To improve a press-in structure for shrinkage-compensating grout in a conventional mortar filling type aseismatic reinforcing construction method. ;SOLUTION: In the mortar-filling type aseismatic reinforcing construction method constituted of a process in which aseismatic reinforcing headed stud bolts and suoort bolts of deformed anchor rod with frictional pressure-contact head are internally provided between the anchor to be installed and an H-shaped steel frame and further, shielded through a steel form, a process in which the steel form and the H-shaped steel frame are fastened through a wooden form fitting base material, and a process in which shrinkage-compensating grout is injected in the steel form, the press-in form for the shrinkage-compensating grout has a structure withstanding the press-in pressure of the shrinkage- compensating grout and the gap between the form and the existing building body is closely sealed with exclusive mortar and anchors are not used so that chips do not intrude from the gap between the existing building body and the form.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:在传统的砂浆填充型抗震加固施工方法中,改进用于补偿收缩灌浆的压入式结构。 ;解决方案:在砂浆填充式抗震加固施工方法中,该方法是在要安装的锚固件和H-型结构之间内部提供抗变形加固的带变形摩擦力锚杆的双头双头螺栓和索特螺栓。形钢框架,并通过钢模板进行屏蔽;将钢模板和H形钢框架通过木模板配件基材固定的过程;以及向钢中注入补偿收缩的灌浆的过程收缩补偿灌浆的压入模具有承受收缩补偿灌浆的压入压力的结构,并且该模与现有建筑主体之间的间隙用专用砂浆紧密密封,并且不使用锚钉以便切屑不会从现有建筑主体与模板之间的缝隙中侵入。;版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP2001132240A

    专利类型

  • 公开/公告日2001-05-15

    原文格式PDF

  • 申请/专利权人 NIPPON FUASUTEMU KK;

    申请/专利号JP19990319043

  • 发明设计人 TOMIZAWA HIDEO;HIRATA MASAYUKI;

    申请日1999-11-10

  • 分类号E04G23/02;

  • 国家 JP

  • 入库时间 2022-08-22 01:31:35

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