CN1809676A - Aseismic damper for wooden house formed of superplastic alloy - Google Patents
Aseismic damper for wooden house formed of superplastic alloy Download PDFInfo
- Publication number
- CN1809676A CN1809676A CNA2004800170755A CN200480017075A CN1809676A CN 1809676 A CN1809676 A CN 1809676A CN A2004800170755 A CNA2004800170755 A CN A2004800170755A CN 200480017075 A CN200480017075 A CN 200480017075A CN 1809676 A CN1809676 A CN 1809676A
- Authority
- CN
- China
- Prior art keywords
- shock absorber
- antidetonation shock
- superplastic alloy
- wooden house
- damper
- Prior art date
- Legal status (The legal status 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 status listed.)
- Granted
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Classifications
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- 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
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Aviation & Aerospace Engineering (AREA)
- Acoustics & Sound (AREA)
- Physics & Mathematics (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model provides a superplastic alloy shockproof damper (3) arranged at the joint part of a column (1) and a beam (2) of a timberwork residence in the direction of almost 45 degrees and used as a shockproof reinforcing device. The damper is composed of a circular narrow deformation part (31) curved with an approximately parallel width in the inner surface direction of the column-beam frame; and a supporting part (30) fully expanded to larger size for preventing both ends of the damper from deformation. In the structure of the damper, the deformation part of the superplastic alloy shockproof damper is combined with installation components (4) for fixing the supporting part at both ends of the shockproof damper at the joint part of the column and the beam of the residence; in order to achieve the same deformation (31) from the ends to the center of the deformation part, the section areas and the section coefficients from the ends to the center are gradually increased.
Description
Technical field
The present invention is relevant for the junction of a kind of post that mainly is installed on wooden house and beam and be used for shatter-proof reinforcement, the antidetonation shock absorber of reaching by superplastic alloy.
Background technology
Be used in the antidetonation shock absorber of the shatter-proof reinforcement of wooden house, wish to have the damage of shaking and avoid dwelling house of dwelling house when lowering earthquake, and the sound function of safeguarding human life and assets.
The known antidetonation shock absorber that wooden house is used roughly can be divided into and use steel, use viscoelastic body and use oily damping (oil damp) etc.
For example in following patent documentation 1,2, having disclosed the steel that are used in wooden house axle group is the antidetonation shock absorber.
In patent documentation 3,4, disclosed the viscoelastic body antidetonation shock absorber that is used in wooden house axle group again.
In patent documentation 5,6, the wall type vibration damper, the damping device that utilize oily damping have been disclosed.
Other in patent documentation 7,8, have disclosed elastoplasticity system shake device, even disclosed the damping device that utilizes so-called superplastic alloys such as allumen more respectively in patent documentations 9,10.
Patent documentation 1: the Japan Patent spy opens the 2002-235456 communique
Patent documentation 2: the Japan Patent spy opens the 2002-235457 communique
Patent documentation 3: the Japan Patent spy opens the 2000-160683 communique
Patent documentation 4: the Japan Patent spy opens the 2001-295506 communique
Patent documentation 5: the Japan Patent spy opens the 2000-213202 communique
Patent documentation 6: the Japan Patent spy opens the 2001-3597 communique
Patent documentation 7: Japanese patent laid-open 5-26274 communique
Patent documentation 8: Japanese patent laid-open 5-26275 communique
Patent documentation 9: the Japan Patent spy opens the 2002-242988 communique
Patent documentation 10: the Japan Patent spy opens the 2002-250149 communique
The antidetonation shock absorber of above-mentioned patent documentation 1,2 disclosed steel system causes in earthquake etc. The process of plastic deformation in, subdue loading (yielding strength) owing to repeated deformation makes Gradually change, damping performance can change and unsettled situation arranged. So, by adding of steel Worker sclerosis and make and subdue loading and rise, for the second time after the Hookean region of material elongated, energy is inhaled Receive performance and become unstable. This will subdue the antidetonation shock absorber of the low steel of point pole for steel system Situation in be significant characteristic.
The damping brake of steel system is when plastic deformation, because the deterioration of generation engineering properties, The grasp of performance was had any problem when continuation was used, and the necessity that checks, exchanges increases, and can produce Safeguarding the problem that needs the suitable expense of burden.
At the antidetonation shock absorber of above-mentioned patent documentation 3,4 disclosed viscoelastic bodies, temperature is interdependent The property very big, generate heat for absorbing seismic energy, its poor radiation is because at repeated deformation The time intensity significantly reduce, it is unstable that damping performance becomes. It is big to be used for outer temperature change difference In the situation of general wooden house, owing to the seasonal factor in winter and summer etc. causes use Temperature contrast is big, and damping performance is subjected to about it and uncomfortable.
At above-mentioned patent documentation 5,6 disclosed oily damping devices, because with general rectilinear motion Mechanism for implementing for guaranteeing the slyness action of oily damping device, must be installed a plurality of auxiliary parts and reach Accessory can't closely be contained in the post of wooden house and the structure of beam junction, again Be not easy to reduce cost. So because the structure of straight-line motion mechanism complexity, it becomes high price The article of position. But must be noted that the mis-behave that leakage of oil causes, must maintain termly, examine Look into, need expense.
At above-mentioned patent documentation 7,8 disclosed elastoplasticity damping devices, and patent documentation 9, The 10 disclosed damping devices that utilize respectively the so-called superplastic alloy such as allumen, because Being suitable for the large-scale buildings such as mansion, is not the friendship that is applicable to post and the beam of wooden house Connect structure, the performance of section.
Summary of the invention
Purpose of the present invention is for providing a kind of wooden house antidetonation shock absorber, utilize the damping damping of superplastic alloy, for the junction of the post that is applicable to wooden house and beam and small-sized, light and handyization, considerably cheap, be easy to install and be arranged at wooden house, the shatter-proof safety of wooden house is promoted,, can between the durable years of wooden house, use non-maintainingly even meet with violent earthquake.
As the means that solve above-mentioned problem, first aspect is put down in writing passes through superplastic alloy and reaches antidetonation shock absorber that wooden house uses for being disposed at the post 1 of wooden house and the antidetonation shock absorber 3 of the superplastic alloy system of the junction of beam 2 with about 45 degree directions, comprise: the variant part 31 of thin width, on the inner face direction of column-beam frame, bend to the circular shape of about parallel width; Support sector 30, indeformable and be extended to large scale fully in order to make its two ends; It is configured to, and the antidetonation shock absorber 3 made with superplastic alloy to the above-mentioned variant part of major general is fixedly installed in the post of dwelling house with above-mentioned support sector 30 with the two ends of above-mentioned antidetonation shock absorber 3, the installation accessory 4 of beam junction is done combination; Wherein, do same distortion in order to make above-mentioned variant part 31 from the end to central portion, sectional area and section factor from its end to central portion increase gradually.
The invention of second aspect is reached in the antidetonation shock absorber 3 that wooden house uses for the superplastic alloy that passes through in first aspect, and superplastic alloy is allumen (Zn-Al alloy).
The invention of the third aspect is for reaching in the antidetonation shock absorber 3 that wooden house uses at the superplastic alloy that passes through aspect first and second, and the installation accessory 4 of the support sector 30 at the two ends of antidetonation shock absorber 3 and the post that is installed on dwelling house of being fixed, beam junction commonly constitutes the latch binding by the pin hole of being located on these both 32 and 42 with latch 5.
Being recorded in the superplastic alloy that passes through of the first～three aspect, to reach the antidetonation shock absorber 3 that wooden house uses be to utilize superplastic alloy, for the junction of the post that is applicable to wooden house and beam and small-sized, lightweight, considerably cheap, be easy to install and be arranged at wooden house, the shatter-proof safety of wooden house is promoted, even the experience violent earthquake, can be between the durable years of wooden house non-maintaining use.Therefore, need not be with the inspection of antidetonation shock absorber, decomposition that rapidoprint is done in exchange and the time and the expense of reparation.Wooden house is regardless of newly-built or both to have deposited dwelling house all applicable, the wide usage height.Promptly be used in the post beam junction of the traditional architecture things such as temple of wooden construction, also can give full play to damping effect.
Even antidetonation shock absorber 3 of the present invention is according to above-mentioned method (shaped design method), make the object of maximization corresponding to the scale of building, and be very easy to a plurality of combinations of doing, even the building outside the wooden construction, bolted joints with middle scale is constructed as the steel structure and the girder steel of main body, or, all can give full play to its performance as the antidetonation shock absorber on reinforcing bar roof etc.
Description of drawings
The 1st figure is the elevation of wooden house of the present invention with the user mode of antidetonation shock absorber.
The 2nd figure is the exploded perspective view of the structure of above-mentioned antidetonation shock absorber.
3A, 3B figure are the plan view and the elevation of antidetonation shock absorber.
Symbol description
1～post;
2～beam;
3～antidetonation shock absorber;
4～installation accessory;
5～latch;
30～support sector;
31～variant part;
32～pin hole (afterburning portion);
40～accessory material;
41～web;
42～pin hole;
44～through hole.
The specific embodiment
The variant part of the thin width of the best circular shape of implementing to bend on the interior side direction that kenel is included in column-beam frame rough parallel width of the present invention, and in order to make its two ends indeformable and be extended to large-sized support sector fully, it is configured to the antidetonation shock absorber made with superplastic alloy to the above-mentioned variant part of major general and does combination with the installation accessory that above-mentioned support sector with the two ends of above-mentioned antidetonation shock absorber is fixedly installed in the post beam junction of dwelling house.
In order to make above-mentioned variant part do same distortion from the end to central portion, sectional area and section factor from its end to central portion increase gradually.
The 1st figure is illustrated on the junction of the post 1 of wooden house and beam 2, will be recorded in the antidetonation shock absorber 3 of the superplastic alloy of the first～three aspect, by the user mode that accessory 4,4 is installed with the configurations of about 45 degree directions is installed.
Shown in the 2nd figure, the antidetonation shock absorber 3 that is configured to superplastic alloy is made of antidetonation shock absorber of the present invention is done combination with accessory 4 is installed, and it is the junction that support sector's 30,30 usefulness wood screws at above-mentioned antidetonation shock absorber 3 two ends is mounted on the post 1 and the beam 2 of dwelling house that accessory 4 is installed.
Above-mentioned antidetonation shock absorber 3 is owing to bend to the variant part 31 of thin width of the circular shape of rough parallel width on the interior side direction of the column-beam frame of dwelling house, and for the indeformable and support sector 30 that be extended to the large scale width fully in its two ends is constituted, above-mentioned at least variant part 31 is to be made by superplastic alloy.
Bend to the variant part 31 of thin width of the circular shape of rough parallel width on the interior side direction of column-beam frame, particularly shown in the 3rd figure, thickness of slab is certain, the input power of the earthquake that adds force (the aftermentioned latch links the position with hole 32) of the support sector 30 of consideration by being located at two ends etc. be equivalent to axial force and crooked moment of torsion (bending moment) with joint efforts, and bend to the circular shape of curvature.For example the radius of curvature of neutral line is approximately 50mm～250mm.
If above-mentioned variant part 31 is a rectilinear form, variant part 31 imports flexural deformation with having some setbacks, concentrates to be deformed in the end of variant part 31 and the boudary portion of support sector 30, and so-called the generation concentrated distortion.Bend to circular-arc variant part 31, even keep flexural deformation by keeping circular shape when maximum distortion, this is not for producing the method for tension distortion (not can tension excessive).By the method, can be the antidetonation shock absorber of allowing large deformation, need not seat reinforcement members in the wrong do reinforcement to the damping device, can realize very simply constructing.
In bending to above-mentioned circular-arc variant part 31, from linking the straight line P-Q of latch connect apertures 32 positions, the above-mentioned left and right sides, distance central part farthest becomes the position with maximum moment, supposes that variant part 31 total lengths are parallel width, and distortion can concentrate on central part.Therefore, deformation performance is good, forces to produce unnecessary local distortion (concentrating distortion), reaches all absorption macro-energy of variant part 31, can't fully apply flexibly the advantage of superplastic alloy.That is to say, reach high performance damping device by superplastic alloy, its method of avoiding stress to concentrate is important.The present invention is as the antidetonation shock absorber 3 of its means, for reaching above-mentioned purpose, even axial force and crooked moment of torsion act on simultaneously, do identical distortion from its end to central portion (or corresponding to external force in order to make variant part 31, the edge stress degree homogenization of damping device), form with variant part 31 and increase (the described invention of first aspect) gradually to the sectional area and the section factor of central portion.So, antidetonation shock absorber 3 of the present invention, the outward appearance of its variant part 31, the little and big a little thick shape of width central part of the width that presents the end.(with reference to 3B figure).
And, constitute the superplastic alloy of antidetonation shock absorber 3 of the present invention, for example Japanese patent laid-open 11-222643 communique discloses, and is work hardening, does not produce the allumen (Zn-Al alloy) (the described invention of second aspect) of distortion deterioration.About the support sector 30 at two ends, concentrate on above-mentioned circular-arc variant part 31 in order to make distortion, preferably guarantee necessary sectional area and rigidity, not necessarily with variant part 31 with identical superplastic alloy manufacturing.Support sector 30 for the structure that covers steel pipe etc. also can, even be installed on by this accessory 4 all functions that also do not detract are installed.
Then, the support sector 30 at the two ends of the antidetonation shock absorber 3 of above-mentioned structure is fixedly installed in the installation accessory 4 of the junction of the post 1 of wooden house and beam 2, if seismic forces is passed to above-mentionedly adds the force to do support then enough.Embodiment shown in the 2nd figure constitutes with a pair of accessory material that partly cuts shape 40,40 on the two sides of the support sector 30 at the two ends that are assembled in antidetonation shock absorber 3.Accessory material 40 preferably is mounted on the junction of the post 1 and the beam 2 of wooden house with the support sector 30 at antidetonation shock absorber 3 two ends with rough 45 degree directions, for bearing the load that results from antidetonation shock absorber 3, has suitable intensity, but shape there is no particular restriction.Be provided with pin hole 42 on the web 41 of accessory material 40, its latch 5 with steel commonly passes be located at antidetonation shock absorber 3 two ends support sectors 30 above-mentioned and adds the locational pin hole 32 in force and link.Again, on the lip portions 43 on base, plurality of through holes 44 is set, is provided with wood screw and this accessory material 40 is fixedly installed on the junction of the post 1 of wooden house and beam 2 (the described invention of the third aspect).
The antidetonation shock absorber 3 of above-mentioned structure, total along the web 41 that on the two sides of the support sector 30 at its two ends, constitutes a pair of accessory material 40,40 that accessory 4 is installed, insert latch 5 and link, the lip portions 43 of each accessory material 40 is fixedly installed in the junction of the post 1 and the beam 2 of wooden house with wood screw etc.
Yet, the circular-arc variant part 31 of antidetonation shock absorber 3, it all concentrates the elastic-plastic deformation when inducing earthquake, does identical distortion from its end to central portion, brings into play the absorbent properties of macro-energy, and plays the effect of damping.Then, although allow large deformation, need not seat reinforcement members in the wrong etc., construct very simple.Yet, variant part 31 deformation performances of superplastic alloy system are good, by distortion from recovery (the few character of engineering properties deterioration that produces by deformation process), even bear plural number time plastic history, also can not produce the deterioration of engineering properties, i.e. work hardening and distortion deterioration, because it is stable, have the performance of continuous use to hold easily, do not have check, necessity of exchange, but at the service life of Maintenance free therebetween.No matter the change of outer temperature degree degree also can't its performance of the left and right sides.
Though the antidetonation shock absorber 3 of super plastic alloy can be made of the method for machining, make full blast by forging the nearly shape worker method (near net shape) (for example opening the invention of 2003-129204 communique record) that forms only of superplasticity between the temperature of applying flexibly the material feature with reference to the Japan Patent spy.Utilize the punching formation of the huge deformation performance of superplastic alloy to produce in a large number at an easy rate.Under this situation, also be difficult for producing the deterioration that the engineering properties that causes is processed in shaping.
And, accessory 4 is installed is not limited to do binding with above-mentioned latch, antidetonation shock absorber 3 is installed on the post 1 of wooden house with the structure of so-called positive engagement and also can in the junction of beam 2.
Claims (3)
1. antidetonation shock absorber that the wooden house of reaching by superplastic alloy is used, the antidetonation shock absorber for the superplastic alloy system of the junction of the post that is installed on wooden house with about 45 degree directions configurations and beam comprises:
The variant part of thin width on the inner face direction of column-beam frame, bends to the circular shape of about parallel width; And
Support sector, indeformable and be extended to enough big large scale width in order to make its two ends; It is configured to, and the antidetonation shock absorber made with superplastic alloy to the above-mentioned variant part of major general is fixedly installed in the post of dwelling house with above-mentioned support sector with the two ends of above-mentioned antidetonation shock absorber, the installation accessory of beam junction is done combination;
Wherein, do same distortion in order to make above-mentioned variant part from the end to central portion, sectional area and section factor from its end to central portion increase gradually.
2. the antidetonation shock absorber that the wooden house of reaching by superplastic alloy as claimed in claim 1 is used, wherein this superplastic alloy is allumen (Zn-Al alloy).
3. as claimed in claim 1 or 2ly reach the antidetonation shock absorber that wooden house is used by superplastic alloy, wherein the support sector at the two ends of antidetonation shock absorber is commonly by being located at the latch connecting structure of the pin hole on both with latch with the post that is installed on dwelling house that is fixed, the installation accessory of beam junction.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP277722/2003 | 2003-07-22 | ||
| JP2003277722A JP4362328B2 (en) | 2003-07-22 | 2003-07-22 | Seismic damper for wooden house with superplastic alloy |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1809676A true CN1809676A (en) | 2006-07-26 |
| CN100422490C CN100422490C (en) | 2008-10-01 |
Family
ID=34074659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004800170755A Expired - Fee Related CN100422490C (en) | 2003-07-22 | 2004-07-16 | Aseismic damper for wooden house formed of superplastic alloy |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP4362328B2 (en) |
| CN (1) | CN100422490C (en) |
| TW (1) | TW200510618A (en) |
| WO (1) | WO2005007999A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833142A (en) * | 2020-06-23 | 2021-12-24 | Bx凯耐施株式会社 | Damping device for wooden building and wooden building using the same |
| CN113863530A (en) * | 2021-10-25 | 2021-12-31 | 中衡设计集团股份有限公司 | Assembled energy consumption connecting piece and energy consumption supporting substructure |
Families Citing this family (15)
| 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 |
| CN111794085B (en) * | 2020-07-17 | 2021-08-31 | 河北工业大学 | Variable cross-section yielding L-shaped metal damper |
Family Cites Families (5)
| 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 |
-
2003
- 2003-07-22 JP JP2003277722A patent/JP4362328B2/en not_active Expired - Fee Related
-
2004
- 2004-07-16 CN CNB2004800170755A patent/CN100422490C/en not_active Expired - Fee Related
- 2004-07-16 WO PCT/JP2004/010180 patent/WO2005007999A1/en active Application Filing
- 2004-07-21 TW TW093121710A patent/TW200510618A/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833142A (en) * | 2020-06-23 | 2021-12-24 | Bx凯耐施株式会社 | Damping device for wooden building and wooden building using the same |
| CN113863530A (en) * | 2021-10-25 | 2021-12-31 | 中衡设计集团股份有限公司 | Assembled energy consumption connecting piece and energy consumption supporting substructure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2005042403A (en) | 2005-02-17 |
| CN100422490C (en) | 2008-10-01 |
| WO2005007999A1 (en) | 2005-01-27 |
| TWI328067B (en) | 2010-08-01 |
| TW200510618A (en) | 2005-03-16 |
| JP4362328B2 (en) | 2009-11-11 |
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