基本信息:
- 专利标题: Aseismatic reinforcing method
- 专利标题(中):ASEISMATIC增强方法
- 申请号:JP2008122206 申请日:2008-05-08
- 公开(公告)号:JP2009030427A 公开(公告)日:2009-02-12
- 发明人: KAWAMOTO TAKANORI , EJIRI TAKESHI , SASAKI AKIRA , MORIMOTO IKUO , OKAMURA MITSUHIRO , SETA MASAHARU
- 申请人: Sanyo Kensetsu Service Kk , Ube Ind Ltd , 宇部興産株式会社 , 山陽建設サービス株式会社
- 专利权人: Sanyo Kensetsu Service Kk,Ube Ind Ltd,宇部興産株式会社,山陽建設サービス株式会社
- 当前专利权人: Sanyo Kensetsu Service Kk,Ube Ind Ltd,宇部興産株式会社,山陽建設サービス株式会社
- 优先权: JP2007165152 2007-06-22
- 主分类号: E04G23/02
- IPC分类号: E04G23/02 ; C04B16/06 ; C04B18/14 ; C04B22/04 ; C04B22/06 ; C04B24/24 ; C04B24/26 ; C04B24/32 ; C04B24/38 ; C04B28/02
摘要:
PROBLEM TO BE SOLVED: To obtain an aseismatic reinforcing method which sufficiently obtains necessary strength, reduces vibration and noise during drilling work with a drill while constructed, does not emit mal odor and is carried out at a lower cost when carrying out the aseismatic reinforcement of an existing building, and to provide an aseismatic reinforcing method for the existing building excellent in construction efficiency and aseismatic reinforcing effect which improves the seismic force transmitting performance of shrinkage-compensating mortar filled into a gap between an existing skeleton and a reinforcing member to the reinforcing member and reduces the installation number of anchor bolts or limits installation positions to positions where stress is considered to be generated. SOLUTION: The aseismatic reinforcing method for the existing building integrates the reinforcing member with a column-beam frame by arranging it in the column-beam frame of the existing building. The aseismatic reinforcing method includes a step for fixing by arranging a plurality of the anchor bolts at the inner circumference of the column-beam frame, a step for arranging a reinforcing member including an H steal beam having a flange in at least a part of an outer frame, and a step for filling and hardening high-performance hydraulic mortar between the reinforcing member and the column-beam frame. COPYRIGHT: (C)2009,JPO&INPIT
摘要(中):
要解决的问题:为了获得充分获得必要的强度的抗震加强方法,在构造的钻头的钻孔作业期间减少振动和噪音,不会发出恶臭,并且在执行 对现有建筑物进行抗震加固,为建筑效率和抗震加固效果优良的现有建筑提供抗震加固方法,提高填充在现有骨架与加固件之间的间隙内的收缩补偿砂浆的抗震传递性能 并且减小了锚固螺栓的安装数量,或者将安装位置限制在认为产生应力的位置。
解决方案:现有建筑的抗震加固方法将加强构件与柱梁框架结合在现有建筑物的柱梁框架中。 抗震加强方法包括通过在柱梁框架的内圆周处布置多个锚定螺栓来固定的步骤,用于将包括H形横梁的加强构件布置在具有凸缘的至少一部分中的步骤 外框架,以及用于在加强构件和柱梁框架之间填充和硬化高性能液压砂浆的步骤。 版权所有(C)2009,JPO&INPIT
公开/授权文献:
- JP4986924B2 Seismic reinforcement method 公开/授权日:2012-07-25
信息查询:
EspacenetIPC结构图谱:
E | 固定建筑物 |
--E04 | 建筑物 |
----E04G | 脚手架、模壳;模板;施工用具或其他建筑辅助设备,或其应用;建筑材料的现场处理;原有建筑物的修理,拆除或其他工作 |
------E04G23/00 | 对现有建筑物的施工措施 |
--------E04G23/02 | .修理,例如,填缝;修复;改建;扩建 |