JP2010190025A - Earthquake-resistant/seismic-control hardware and structure - Google Patents

Earthquake-resistant/seismic-control hardware and structure Download PDF

Info

Publication number
JP2010190025A
JP2010190025A JP2009058679A JP2009058679A JP2010190025A JP 2010190025 A JP2010190025 A JP 2010190025A JP 2009058679 A JP2009058679 A JP 2009058679A JP 2009058679 A JP2009058679 A JP 2009058679A JP 2010190025 A JP2010190025 A JP 2010190025A
Authority
JP
Japan
Prior art keywords
hardware
earthquake
metal plate
vibration
joined
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.)
Pending
Application number
JP2009058679A
Other languages
Japanese (ja)
Inventor
Sukehiro Hirayama
資紘 平山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2009058679A priority Critical patent/JP2010190025A/en
Publication of JP2010190025A publication Critical patent/JP2010190025A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To solve the following problem by integrating the features of a joining hardware to be small in size: a seismic-control device for a house is usually installed on a diagonal brace and the vicinity of joining the main structural members such as columns and sills, and these joining sections, having hold-down hardware, battledore hardware, etc. for joining the main structural members, make duplicated installation difficult. <P>SOLUTION: A structure includes a metal plate 1C joined to the end of the diagonal brace 6 of the house, a metal plate 1A joined to a column 7, a metal plate 1D joined to a sill 8 or beam and a viscoelastic body interposed among the three sheets of the metal plates. When a wall formed by the column 7, the sill 8 and the beam is deformed through the vibrations energy of a quake and when the diagonal brace 6 is displaced through the tension or compression induced by the deformation of the wall, the individual metal plates are displaced to each other, and the viscoelastic body converts the vibration energy primarily into kinetic energy and thermal energy induced through the displacement. Thus, the structure is provided with a vibration-control function for damping of the quake. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、住宅及び工場部品棚の耐震及び制震化に関する  The present invention relates to earthquake resistance and vibration control of housing and factory parts shelves.

技術背景Technical background

従来からの住宅用制震装置は、例えば筋交いに装着した考案があり。(特許公開2001年−241105)
また、柱、梁などに装着する住宅用制震装置の考案もある。(特許公開2002−4634)
Conventional housing vibration control devices have been devised, for example, on braces. (Patent Publication 2001-241105)
In addition, there is also a device for housing control that is attached to pillars and beams. (Patent Publication 2002-4634)

これら二種の、従来考案された住宅用制震装置は、地震時の揺れ加重が集中的にかかる柱と梁などの主要構造材の接合箇所近くに設置するため、効果的であると考えられるが、この二種の制震装置を重複して使用するとより効果が上がるが。しかし、両金具とも設置する箇所が同じ箇所であり、また、住宅建築に必ず必要な柱と土台、基礎を接合固定するホールダウン金物や、柱梁などの主要構造材を接合する羽子板金物とも設置箇所が重複しており、これらの制震装置、金物を重複設置することは物理的に不可能である。  These two types of conventionally devised residential seismic control devices are considered to be effective because they are installed near the joints of main structural materials such as columns and beams that are subject to intensive shaking loads during an earthquake. However, it is more effective to use these two types of vibration control devices. However, both brackets are installed in the same location, and are always installed with pillars and foundations necessary for housing construction, hole-down hardware that joins and fixes foundations, and feather metal fittings that join main structural materials such as pillar beams. It is physically impossible to install these vibration control devices and hardware in duplicate.

仮に、これら複数の金物が重複設置できたとしても、複数の金物を設置固定するためには多くのビスやネジを打ち込まなくてはならず、木材の狭い範囲に集中的に打てば、木材に亀裂が入る可能性が高く、強度も著しく低下すると考えられる。また、これらの金物設置箇所は地震時に最も加重がかかることをあわせて考えると、大変危険であり、事実上不可能である。  Even if these multiple hardware can be installed in duplicate, many screws and screws must be driven in order to install and fix multiple hardware. It is considered that there is a high possibility that cracks will occur, and the strength will be significantly reduced. In addition, these hardware installation locations are extremely dangerous and practically impossible, considering that the most weight is applied during an earthquake.

従来の住宅制震装置は、揺れエネルギーを減衰する反面、剛性が低く、建築基準の耐震基準を満たせず、大方、補助金具としての使用にとどまっている。  Conventional housing vibration control devices attenuate vibration energy, but have low rigidity and do not meet the building standards for earthquake resistance, and are mostly used as auxiliary metal fittings.

また、従来の住宅用制震装置は、地震の揺れエネルギーにより家屋の主要構造が変形する時、制震装置に装着された粘弾性体が揺れを減衰する仕組みになっているが、過度に変形すると釘が曲がり、接合金具も破損する場合も多く、その場合、地震後の家屋は復元せず残留変形が残る。  In addition, the conventional residential vibration control device has a mechanism in which the viscoelastic body attached to the vibration control device attenuates the vibration when the main structure of the house is deformed by the vibration energy of the earthquake. In this case, the nail is bent and the joint fitting is often damaged. In that case, the house after the earthquake is not restored and residual deformation remains.

現在、工場などで使用されている部品棚は、制震対策は殆んど施されてなく、阪神淡路大震災などで、これらの棚が転倒し、また、棚から部品などが落下散乱したことにより、工場復旧の大きな妨げになった。  At present, parts shelves used in factories are hardly equipped with anti-seismic measures. Due to the Great Hanshin-Awaji Earthquake, etc., these shelves fell down, and parts fell and scattered from the shelves. This was a major hindrance to factory restoration.

解決するための手段Means to solve

本発明は、機能が違う二種の制震機構を一つの装置にまとめ、さらに、重要構造部接合金具も同時に設置できるように接合ボルト孔を設け、これら三機能をコンパクトに一体化した。  In the present invention, two types of vibration control mechanisms having different functions are combined into one device, and further, a joint bolt hole is provided so that an important structure joint metal fitting can be installed at the same time, and these three functions are integrated in a compact manner.

また、前記、制震装置が建築耐震基準を満たさない問題に関しての解決策は、制震機能(揺れエネルギー減衰)を担う粘弾性体の物性を、伸び率を維持しながら硬度を高めた粘弾性体を使用することにより、制震効果を維持しながら剛性も高めた。  The solution to the problem that the vibration control device does not meet the building seismic standards is the viscoelasticity that increases the hardness while maintaining the elongation rate of the physical properties of the viscoelastic body that is responsible for the vibration control function (sway energy attenuation). By using the body, the rigidity was increased while maintaining the vibration control effect.

地震後の家屋残留変形に関しては、住宅の主要構造材接合に、請求項5記載のバネ入り制震ダボパイプを接合金具として使用すれば、相当量の家屋変形が起こっても、接合部の破損は起こらず、したがって、粘弾性体の復元効果を阻害することなく、地震後家屋は復元し易くなる。  With regard to the residual deformation of houses after an earthquake, if the spring-loaded seismic damping dowel pipe according to claim 5 is used as a joint fitting for joining the main structural materials of the house, the joint will not be damaged even if a considerable amount of house deformation occurs. It does not occur, and therefore the house after the earthquake can be easily restored without hindering the restoring effect of the viscoelastic body.

これらの各解決手段(本発明)の効果は、大学などの実験において検証済みである。  The effects of these solving means (the present invention) have been verified in experiments at universities and the like.

そして、工場などで使用される部品棚の地震対策は、大きさや部品を積載した時の重量などが家屋と類似しおており、前記解決手段が応用できる。  And the countermeasures against earthquakes of parts shelves used in factories and the like are similar in size and weight when parts are loaded, and the above solution can be applied.

発明の効果The invention's effect

以下、本発明の実施の形態を図1〜図6に基づき説明する。  Hereinafter, embodiments of the present invention will be described with reference to FIGS.

図においては、1Aは柱側金属板で、1Cは筋交い側金属板、1Dは土台側金属板、各金属板は7柱、8土台、6筋交いに5固定用ネジで固定してある。また、各金属板の間に1B粘弾性体が加硫接着されている。なお、場合によっては、壁の上部7柱と9梁に、これら10本発明、耐制震金物を設置する場合もある。  In the figure, 1A is a column side metal plate, 1C is a bracing side metal plate, 1D is a base side metal plate, and each metal plate is fixed to 7 columns, 8 bases and 6 bars with 5 fixing screws. Further, a 1B viscoelastic body is vulcanized and bonded between the metal plates. In some cases, these 10 inventions and seismic resistant hardware may be installed on the upper 7 columns and 9 beams of the wall.

以下、上記構成の動作を説明する。地震時、図4で示しているとおり、揺れエネルギーの応力により、主要構造材で構成された壁が変形し、6筋交いが図4の矢印方向に応力がかかり引っ張られる。同時に、7柱も矢印方向の応力により傾き、これら変形変位時に10本発明、耐制震金物に装着された1B粘弾性体が揺れを減衰する。また、地震後、1B粘弾性体の復元特性により、変形はほぼ元に戻る。  The operation of the above configuration will be described below. At the time of the earthquake, as shown in FIG. 4, the wall composed of the main structural material is deformed due to the stress of the shaking energy, and the six braces are pulled in the direction of the arrow in FIG. At the same time, the seven pillars are also tilted by the stress in the direction of the arrow, and 10 B of the present invention and the 1B viscoelastic body mounted on the anti-seismic metal fitting attenuate the shaking at the time of deformation. In addition, after the earthquake, the deformation is almost restored due to the restoring characteristics of the 1B viscoelastic body.

上述のように本発明の耐制震金物は、機能、効果が違う二種の制震機構及び柱や土台、梁などの主要構造材接合金物としての機能も具備し、これら機構を一体化し、三機能の重複使用を可能にしたことで、耐震性と制震性を格段に高め、住宅の地震対策を大きく向上させる。  As described above, the seismic resistant hardware of the present invention has two types of seismic control mechanisms having different functions and effects, and functions as a main structural material joining hardware such as columns, foundations, and beams, and these mechanisms are integrated. By enabling the duplication of the three functions, the earthquake resistance and vibration control are greatly improved, and the earthquake countermeasures for houses are greatly improved.

また、粘弾性体の物性特性を工夫し、伸び率を維持しつつ硬度を上げることで、揺れエネルギー減衰性を損なわず、剛性、耐震性を上げることができ、建築基準の耐震性も満たすことから、地震時、最も加重がかかる筋交いに、制震装置の本格導入を可能にした発明である。    In addition, by devising the physical properties of the viscoelastic body and increasing the hardness while maintaining the elongation rate, it is possible to increase the rigidity and earthquake resistance without impairing the swaying energy attenuation, and also satisfy the earthquake resistance of the building standards. Therefore, it is an invention that enables a full-scale introduction of a vibration control device to the brace that is most heavily loaded during an earthquake.

また、本発明、耐制震金物と、主要構造部接合に制震ダボパイプを組み合わせ使用することで、地震後の家屋復元性能を高めた。  Moreover, the house restoration performance after an earthquake was improved by combining and using the present invention, a seismic control hardware, and a seismic dowel pipe for joining the main structure.

本発明の実施形態を示す金物の立体図  Three-dimensional view of hardware showing embodiment of the present invention 同金物の横から見た断面図  Cross section viewed from the side of the hardware 同金物の設置壁図  Wall drawing of the hardware 同金物の設置壁の地震時変形図  Earthquake deformation of the wall of the same hardware 同金物の地震時の揺れ減衰機構を示す図  Diagram showing the vibration damping mechanism during the earthquake of the same hardware 同金物の部品棚への応用図  Application diagram of parts of the same hardware

1A 柱側金属板
1B 粘弾性体
1C 筋交い側金属板
1D 土台側金属板
2 ホールダウン兼万能羽子板金具
3 ボルト
4 ナット
5 固定用ネジ
6 筋交い
7 柱
8 土台
9 梁
10 本発明、耐制震金物
DESCRIPTION OF SYMBOLS 1A Column side metal plate 1B Viscoelastic body 1C Bracing side metal plate 1D Base side metal plate 2 Hole-down and all-purpose wing plate metal fittings 3 Bolt 4 Nut 5 Fixing screw 6 Bracing 7 Column 8 Base 9 Beam 10 The present invention, earthquake-resistant metal

Claims (6)

住宅の筋かい端部に接合された金属板と、柱に接合された金属板並びに土台若しくは梁に接合された金属板計三枚の金属板の間に粘弾性体を介在させた構造、該構造は、柱、土台、梁で構成された壁が地震の揺れエネルギーで変形した時及び概壁の変形に伴い筋交いが引っ張り又は圧縮により変位した時に各金属板がズレ、金属板間に装着された粘弾性体が揺れエネルギーを主に変位に伴う運動エネルギーと熱エネルギーに変え、揺れを減衰する制震機能を有した金物。  A structure in which a viscoelastic body is interposed between a metal plate joined to a brace end of a house, a metal plate joined to a column, and a total of three metal plates joined to a base or a beam, When a wall composed of pillars, foundations, and beams is deformed by the shaking energy of an earthquake and when the bracing is displaced by pulling or compressing along with the deformation of the approximate wall, each metal plate is displaced and the viscosity attached between the metal plates An elastic body that has a seismic control function that attenuates the vibration by changing the vibration energy into kinetic energy and thermal energy mainly due to displacement. 請求項1の金物に使用される粘弾性体を、伸び率を維持したまま硬度を高くした粘弾性体を使用することにより、剛性と揺れエネルギー減衰性能を併せ持つ、中程度の地震の揺れには耐震性が発揮され、大きな地震の揺れには揺れ減衰制震機能が発揮され、地震後、粘弾性体の復元特性により家屋が変形から復元される、耐震及び制震並び復元機能を兼ね備えた耐制震金物。  By using a viscoelastic body with a high hardness while maintaining the elongation rate, the viscoelastic body used in the hardware of claim 1 has both rigidity and vibration energy attenuation performance. Seismic performance is demonstrated, and the vibration damping control function is demonstrated for large earthquake shakes, and after the earthquake, the house is restored from deformation by the restoration characteristics of the viscoelastic body. Damping hardware. 前記金物に、柱と土台及び基礎を接合固定するためのホールダウン用ボルト孔や柱と梁などの主要構造材を接合固定する羽子板金具用ボルト孔を具備させ、ホールダウン金物及び羽子板金物等の接合金物機能を併せ持つ複合機能金物。  The hardware is provided with hole holes for hole down for joining and fixing pillars, foundations, and foundations, and bolt holes for metal plate members for joining and fixing main structural materials such as pillars and beams. Multi-function hardware that also has joint hardware functions. 前記金物を組み込んだ耐震、制震、復元機能を有した壁。  Wall with earthquake resistance, vibration control, and restoration function incorporating the above hardware. 柱、梁などの構造接合部を、バネ入り制震ダボパイプで接合された請求項4の構造壁。  The structural wall according to claim 4, wherein structural joints such as columns and beams are joined by a spring-loaded seismic damping dowel pipe. 工場などで使用される部品棚に、請求項1請求項2の機能、金物を応用し耐震、制震化された部品棚。  The parts shelf used in factories and the like is made earthquake resistant and seismically controlled by applying the functions and hardware of claim 1 and 2.
JP2009058679A 2009-02-17 2009-02-17 Earthquake-resistant/seismic-control hardware and structure Pending JP2010190025A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009058679A JP2010190025A (en) 2009-02-17 2009-02-17 Earthquake-resistant/seismic-control hardware and structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009058679A JP2010190025A (en) 2009-02-17 2009-02-17 Earthquake-resistant/seismic-control hardware and structure

Publications (1)

Publication Number Publication Date
JP2010190025A true JP2010190025A (en) 2010-09-02

Family

ID=42816345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009058679A Pending JP2010190025A (en) 2009-02-17 2009-02-17 Earthquake-resistant/seismic-control hardware and structure

Country Status (1)

Country Link
JP (1) JP2010190025A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11215000B2 (en) 2020-03-24 2022-01-04 International Business Machines Corporation Mainframe door with integrated earthquake hardware and reversible swing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11215000B2 (en) 2020-03-24 2022-01-04 International Business Machines Corporation Mainframe door with integrated earthquake hardware and reversible swing

Similar Documents

Publication Publication Date Title
US8881491B2 (en) Coupling member for damping vibrations in building structures
JP4842503B2 (en) Friction damper for damping structure motion
JP2005330802A (en) Frame with buckling-restrained brace
KR101372087B1 (en) Strengthen method for steel frame structure using seismic control device
JP2006207292A (en) Damping structure and damping method for wooden building
Ozaki et al. Damage-control systems using replaceable energy-dissipating steel fuses for cold-formed steel structures: Seismic behavior by shake table tests
JP5404510B2 (en) Building damping material
JP2002180693A (en) Earthquake resistant structure and earthquake resistant connector
JP2000352218A (en) Earthquake resistant structure of wooden building
JP6635607B2 (en) Energy absorption mechanism and wooden building
JP2010190025A (en) Earthquake-resistant/seismic-control hardware and structure
JP2007146437A (en) Vibration control device of building
JP6037727B2 (en) Vibration suppression suspension structure
JP4893061B2 (en) Viscous vibration damping device and base-isolated building equipped with the same
JP2018028258A (en) Brace connection bracket of suspended ceiling and suspended ceiling structure including the same
JP5953175B2 (en) Vibration suppression suspension structure
JPH10280727A (en) Damping frame by composite type damper and damping method
JP2015221976A (en) Building vibration control device
JP2008121388A (en) Earthquake-resistant and seismic-control fitting, and earthquake-resistant and seismic-control structure
JP4519689B2 (en) Foundation structure
JP2020023791A (en) Seismic isolation device and seismic isolation building using the same
JP5953174B2 (en) Vibration suppression suspension structure
JP4878144B2 (en) Damping wall connection structure
JP2008121406A (en) Earthquake-resistant and seismic-control fitting, and structure
JP4878338B2 (en) Reinforcement structure of buildings and structures