TW200510618A - Aseismic damper for wooden house formed of superplasticity alloy - Google Patents

Aseismic damper for wooden house formed of superplasticity alloy

Info

Publication number
TW200510618A
TW200510618A TW093121710A TW93121710A TW200510618A TW 200510618 A TW200510618 A TW 200510618A TW 093121710 A TW093121710 A TW 093121710A TW 93121710 A TW93121710 A TW 93121710A TW 200510618 A TW200510618 A TW 200510618A
Authority
TW
Taiwan
Prior art keywords
aseismic
superplasticity
alloy
damper
column
Prior art date
Application number
TW093121710A
Other languages
Chinese (zh)
Other versions
TWI328067B (en
Inventor
Atsumichi Kushibe
Kazuo Aoki
Akira Umekuni
Shigeo Minewaki
Koichi Makii
Seiya Furuta
Kenji Higashi
L F Chiang
Original Assignee
Takenaka Corp
Kobe Steel Ltd
Osaka Prefecture
Japan Science & Tech Agency
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Takenaka Corp, Kobe Steel Ltd, Osaka Prefecture, Japan Science & Tech Agency filed Critical Takenaka Corp
Publication of TW200510618A publication Critical patent/TW200510618A/en
Application granted granted Critical
Publication of TWI328067B publication Critical patent/TWI328067B/zh

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237—Structural braces with damping devices
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/06—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00—Vibration-dampers; Shock-absorbers
    • F16F7/12—Vibration-dampers; Shock-absorbers using plastic deformation of members
    • F16F7/123—Deformation involving a bending action, e.g. strap moving through multiple rollers, folding of members

Abstract

The present invention provides an aseismic damper formed of superplasticity alloy used for quakeproof reinforcement by fitting mainly to a joint part between a column and a beam of a wooden house, which effects aseismic damping with the property of the superplasticity alloy. The aseismic damper 3 made of superplasticity alloy is arranged in a 45 DEG direction at the joint part between the column 1 and the beam 2 of the wooden house, comprising a narrow deformation part 31 having a generally parallel width in the surface inner direction of a column/beam frame and curved in an arc shape and support parts 30 at both ends thereof having widths increased to non-deformable sizes. The deformation part is formed by combining the aseismic damper 3 made of the superplasticity alloy with mounting metal fittings 4 fixedly mounting the support parts 30 at both ends to the joint part between the column and the beam of the house. The deformation part 31 is so formed that its cross sectional area and section modulus are gradually increased from the end part to the center part thereof.
TW093121710A 2003-07-22 2004-07-21 Aseismic damper for wooden house formed of superplasticity alloy TW200510618A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003277722A JP4362328B2 (en) 2003-07-22 2003-07-22 Seismic damper for wooden house with superplastic alloy

Publications (2)

Publication Number Publication Date
TW200510618A true TW200510618A (en) 2005-03-16
TWI328067B TWI328067B (en) 2010-08-01

Family

ID=34074659

Family Applications (1)

Application Number Title Priority Date Filing Date
TW093121710A TW200510618A (en) 2003-07-22 2004-07-21 Aseismic damper for wooden house formed of superplasticity alloy

Country Status (4)

Country Link
JP (1) JP4362328B2 (en)
CN (1) CN100422490C (en)
TW (1) TW200510618A (en)
WO (1) WO2005007999A1 (en)

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NZ549029A (en) * 2006-08-07 2009-06-26 Prestressed Timber Ltd An engineered wood construction system for high performance structures using pre-stressed tendons and replaceable energy dissipaters
JP2008184870A (en) * 2007-01-31 2008-08-14 Takenaka Komuten Co Ltd Vibration control reinforcing structure of building using vibration control damper of superplastic alloy
DE102007051285A1 (en) 2007-10-26 2009-04-30 Fischerwerke Gmbh & Co. Kg mounting brackets
JP5004829B2 (en) * 2008-02-29 2012-08-22 公益財団法人鉄道総合技術研究所 Seismic reinforcement method for structure and reinforcement structure
JP5934477B2 (en) * 2011-06-22 2016-06-15 株式会社竹中工務店 Vibration control device
JP6109481B2 (en) * 2012-02-20 2017-04-05 輝記 毎熊 Seismic supplementary compulsory seismic structure for buildings with traditional construction method, seismic reinforcement structure that realizes seismic supplementary compulsory seismic structure for buildings with traditional construction method, and construction method for realizing seismic supplementary compulsory seismic structure for buildings with traditional construction method
JP5933388B2 (en) 2012-08-03 2016-06-08 新日鉄住金エンジニアリング株式会社 Axial yield type elastoplastic hysteresis brace and damping steel structure
KR101429145B1 (en) 2013-03-05 2014-08-11 인천대학교 산학협력단 Frame structure with high endurance level against earthquake
EP3220852A1 (en) 2014-11-20 2017-09-27 Boehringer Ingelheim Vetmedica GmbH Container for an inhaler
CN104481027B (en) * 2014-12-11 2017-12-12 兰州理工大学 Special steel braced frame structure
CN104674942B (en) * 2015-01-09 2016-11-23 徐浩钟 Earthquake-proof frame formula structure
JP6769677B2 (en) * 2016-05-24 2020-10-14 株式会社日建設計 Vibration suppression device for buildings
IT201800003521A1 (en) * 2018-03-13 2019-09-13 Biemme S R L SEISMIC HEAT SINK.
EE01522U1 (en) * 2019-11-28 2020-12-15 Osaühing Astrolux Earthquake resistant outer wall-frame of wooden house
JP7450468B2 (en) * 2020-06-23 2024-03-15 Ｂｘカネシン株式会社 A seismic damper device for wooden buildings, and a wooden building using the seismic damper device for wooden buildings.
CN111794085B (en) * 2020-07-17 2021-08-31 河北工业大学 Variable cross-section yielding L-shaped metal damper
CN113863530B (en) * 2021-10-25 2023-03-24 中衡设计集团股份有限公司 Assembled energy consumption connecting piece and energy consumption supporting substructure

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2964328B2 (en) * 1998-02-04 1999-10-18 西松建設株式会社 Seismic reinforcement structure
JP3248575B2 (en) * 1998-09-09 2002-01-21 株式会社日本衛生センター Seismic reinforcement bracket
JP3164301B2 (en) * 1998-09-22 2001-05-08 株式会社日本衛生センター Seismic reinforcement bracket
JP2002235457A (en) * 2001-02-08 2002-08-23 Sumitomo Metal Ind Ltd Vibration control device and vibration control structure of joint part
JP4427197B2 (en) * 2001-02-14 2010-03-03 株式会社竹中工務店 Axial-type vibration control device that can be used for both earthquake and wind

Also Published As

Publication number Publication date
CN1809676A (en) 2006-07-26
JP2005042403A (en) 2005-02-17
CN100422490C (en) 2008-10-01
WO2005007999A1 (en) 2005-01-27
TWI328067B (en) 2010-08-01
JP4362328B2 (en) 2009-11-11

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Legal Events

Date Code Title Description
MM4A Annulment or lapse of patent due to non-payment of fees