JP2003082880A - Base isolation device in general house - Google Patents

Base isolation device in general house

Info

Publication number
JP2003082880A
JP2003082880A JP2001279036A JP2001279036A JP2003082880A JP 2003082880 A JP2003082880 A JP 2003082880A JP 2001279036 A JP2001279036 A JP 2001279036A JP 2001279036 A JP2001279036 A JP 2001279036A JP 2003082880 A JP2003082880 A JP 2003082880A
Authority
JP
Japan
Prior art keywords
general house
base
sliding
cloth foundation
present
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
JP2001279036A
Other languages
Japanese (ja)
Inventor
Shusuke Ito
秀介 伊東
Yuji Miura
雄二 三浦
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 JP2001279036A priority Critical patent/JP2003082880A/en
Publication of JP2003082880A publication Critical patent/JP2003082880A/en
Pending legal-status Critical Current

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  • Foundations (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a base isolation device capable of being installed to both existing and new general houses. SOLUTION: Sliding-bearing receiving members 4 are fixed onto each underside of sills 2 at sites where posts 3 are disposed upright at least at upper sections respectively while sliding bearing members 5 are fixed onto a concrete continuous footing 1 in the lower sections of the receiving members 4, and the receiving members 4 are disposed on the sliding bearing members 5.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、木材系、軽量板系
あるいは鉄骨系等より成る一般住宅に免震性を付与する
一般住宅における免震装置に関するものである。 【0002】 【従来の技術】従来、一般住宅に免震性を付与する手段
としては、単に柱や開口部を補強する以外の手段はなか
った。 【0003】 【発明が解決しようとする課題】前記のように、従来は
一般住宅に免震性を付与する手段としては、柱や開口部
を補強する以外に方法がなく、これでは家屋の一部分し
か免震性が得られず、一般住宅における免震装置として
は不充分であるという課題があった。 【0004】本発明は、前記従来の課題を解決すべくな
されたもので、既設または新築の一般住宅の家屋全体に
免震性を付与することができる一般住宅における免震装
置を提供しようとするものである。 【0005】 【課題を解決するための手段】本発明は、一般住宅のコ
ンクリート布基礎と土台間に設置する免震装置であっ
て、少なくとも、上方にそれぞれ柱が立設されている部
位の土台の各下面に、すべり支承受け部材を固定すると
共に、該すべり支承受け部材の下方部のコンクリート布
基礎にすべり支承部材を固定して、前記すべり支承部材
上にすべり支承受け部材を載置するという手段を採用す
ることにより、上記課題を解決した。 【0006】 【発明の実施の形態】本発明一般住宅における免震装置
の実施の形態を図面に基づいて詳細に説明する。本発明
装置は、木材あるいは軽量板等により建築された既設ま
たは新築の一般住宅Hのコンクリート布基礎1と土台2
間に設置される。本発明装置を既設の一般住宅Hに装置
する場合、土台ごと一般住宅Hをジャッキアップして本
発明装置を設置するか、あるいはコンクリート布基礎1
を所定個所において切り欠いて本発明装置を設置する。
一方、新築の一般住宅Hの場合、本発明装置をコンクリ
ート布基礎1および土台2に設置した後、家屋を構築す
る。 【0007】そして、前記新築の一般住宅Hに本発明装
置を設置する場合と、前記ジャッキアップして本発明装
置を設置する場合との違いは、新築の一般住宅Hの場
合、本発明装置を最初から設置するだけの違いで、設置
後の状態は両者全く同一であるので、新築の一般住宅H
についての詳細な説明は省略する。 【0008】本発明装置を、既設の一般住宅Hを土台2
ごとジャッキアップして設置する場合について説明す
る。先ず、既設の一般住宅Hを土台2ごとジャッキアッ
プして隙間Gを形成し、上方にそれぞれ柱3が立設され
ている部位の土台2の各下面に、すべり支承受け部材4
を固定すると共に、該すべり支承受け部材4の下方部の
コンクリート布基礎1にすべり支承部材5を固定して、
然る後家屋をジャッキダウンして、前記すべり支承受け
部材4をすべり支承部材5上に載置して本発明装置が設
置される。 【0009】前記コンクリート布基礎1に固定するすべ
り支承部材5は、該コンクリート布基礎1の外側壁面に
当接して固定する取付片6と、該取付片6の上端縁内方
に前記コンクリート布基礎1上に載置する載置片7を直
角に突設して逆L字状の固定板8を形成すると共に、前
記載置片7の上面に湾曲突状のすべり面9を設けた高強
度・高硬度の鋼材より成るすべり支承10を一体に突設
して形成されている。なお、図1におけるすべり支承1
0は半球状に形成されているが、図示していない上面を
湾曲突状にした円錐形状または多角錐状のものであって
もよい。 【0010】そして、前記すべり支承部材5は、前記固
定板8の載置片7を、コンクリート布基礎1上に上方か
らの荷重による衝撃を吸収する作用を有する硬質ゴムや
リーフスプリング等の硬質弾性体11を介在させて載置
し、然る後柱3の中心線とすべり支承10の中心軸線が
一致するよう位置決めして、前記固定板8の取付片6を
該コンクリート布基礎1の外側壁面に当接して、取付片
6に設けられた長孔12に座金13を介在せしめてアン
カーボルト14を貫挿して、前記コンクリート布基礎1
に固定する。前記長孔12にアンカーボルト14を貫挿
することにより、前記硬質弾性体11が上方から荷重を
受けて縮重しても、該長孔12をガイドとして固定板8
の下方移動を可能とする。 【0011】一方、前記コンクリート布基礎1に固定さ
れたすべり支承部材5の上面の土台2に固定されるすべ
り支承受け部材4は、逆凹状をした保持板15の凹部内
に前記すべり支承部材5のすべり支承10が当接して摺
接することができる椀状の摺接面16を備えた高強度・
高硬度の鋼材、好ましくはリーフスプリングより成るす
べり板17を固定すると共に、該保持板15の外側上面
に固定する固定片18の内側端縁に、前記土台2の外側
壁面に当接する取付片19を直角に立設してL字状の連
結板20を設け、且つ該連結板20の固定片18を前記
保持板15の外側上面に固定して形成されている。 【0012】前記すべり支承受け部材4は、前記摺接面
16の中央部に前記すべり支承10の上面中心が位置す
るよう調整して、固定片18を土台2の外側壁面に当接
して、取付ボルト等の固定金具21により、一体に該土
台2に固定される。 【0013】また、前記コンクリート布基礎1および土
台2間に配設された各すべり支承部材5およびすべり支
承受け部材4の間隔がある場合には、土台2上方に柱3
が立設されていなくても、その間に1個または複数個の
すべり支承部材5およびすべり支承受け部材4を適宜に
設置する。 【0014】そして、すべり支承部材5およびすべり支
承受け部材4を、それぞれ所定位置に配設した後、一般
住宅Hをジャッキダウンして、土台2の下面の各すべり
支承受け部材4をコンクリート布基礎1上のすべり支承
部材5上に載置して、図1の状態になるようにして、本
発明装置を設置する。 【0015】なお、前記固定板8および保持板15上に
固定される連結板20は、ジャッキアップされた既設の
一般住宅Hのコンクリート布基礎1と土台2間のわずか
な隙間に装置するため、内面側の固定作業がほとんど不
可能であるので、いずれも該固定板8および連結板20
は、一般住宅Hの外側からの設置作業のみで、前記コン
クリート布基礎1と土台2の外側壁面に固定することが
できるように、逆L型およびL型に形成されている。 【0016】しかしながら、新築の一般住宅Hの場合、
あるいはジャッキアップされた既設の一般住宅Hのコン
クリート布基礎1と土台2間の隙間が大きい場合は、図
4に示すように、取付片6と長孔12を両側に設けた逆
凹状の固定板8として、アンカーボルト14をコンクリ
ート布基礎1の両側壁面に固定すると共に、土台2の両
側壁面に取付片19がそれぞれ当接して固定金具21で
固定できるよう、保持板15の両側上面に前記土台2の
巾の間隔を有して連結板20を対設して、土台2の両側
壁面に固定することもできる。 【0017】そして、前記既設の一般住宅H全体をジャ
ッキアップして、本発明装置を設置する場合、中づかが
あると、本発明装置の設置後は中づかが浮上り、中づか
としての作用を果たさないので、予め対設する土台2間
に補強用桟(図示せず)を架設して補強する必要があ
る。 【0018】次に、既設の一般住宅Hを前記のように土
台2ごとジャッキアップして本発明装置を設置するので
はなく、コンクリート布基礎1を所定個所において切り
欠いて、該切欠部に本発明装置を設置する場合について
説明する。すなわち、図5に示すように、上方にそれぞ
れ柱3が立設されている部位の土台2の各下面に位置す
る布基礎1に、凹状の切欠部22を凹設すると共に、該
各切欠部22間の間隔が広い場合は、更に柱3のない下
方の布基礎1にも凹状の切欠部22をそれぞれ凹設す
る。なお、前記切欠部22の長さは、すべり支承受け部
材4およびすべり支承部材5より、やや長く形成する。 【0019】そして、前記図1に記載したものと同一構
成のすべり支承部材5およびすべり支承受け部材4をそ
れぞれ重合して、図6に示すように布基礎1の外側から
前記各切欠部22内に圧入する。そして、図7に示すよ
うに固定板8の取付片6を布基礎1の外側面に当接する
と共に、連結板20を土台2に当接して、それぞれアン
カーボルト14および固定金具21により固定して、本
発明装置を設置する。 【0020】そして、前記切欠部22に本発明装置を設
置する場合、一般住宅Hをジャッキアップしないため、
中づかがあっても浮上ることがないので、前記したよう
な土台2間に補強用桟を架設して補強する必要はない。 【0021】更に、前記切欠部22に本発明装置を設置
する場合は、布基礎1の外側からしか設置作業ができな
いため、図4に示すような部材は使用することができな
い。 【0022】次に、本発明免震装置の作用について説明
する。地震の発生により一般住宅Hが、横揺れ、縦揺
れ、あるいは横揺れおよび縦揺れの複合の場合の揺れに
より、相対変位運動をした場合、各すべり支承受け部材
4のすべり面9が、各すべり支承部材5の椀状の摺接面
16に沿って前記相対変位運動に従って摺接移動して相
対変位運動を緩和させて震動を吸収し、一般住宅H全体
に対する地震力を緩和させて免震効果を得ることができ
る。 【0023】 【発明の効果】本発明は上述のようであるから、構造簡
単にして、既設または新築の一般住宅のいずれにも設置
することができると共に、地震の横揺れ、縦揺れ、ある
いは両者の複合の揺れにも対応して免震効果を得ること
ができるという優れた効果を奏する。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device for a general house made of wood, light board, steel frame or the like to impart seismic isolation. It is. 2. Description of the Related Art Conventionally, there has been no means for imparting seismic isolation to ordinary houses other than simply reinforcing columns and openings. [0003] As described above, conventionally, there is no other means for imparting seismic isolation to a general house except for reinforcing columns and openings. There was a problem that only seismic isolation was obtained, and it was insufficient as a seismic isolation device for ordinary houses. SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and an object of the present invention is to provide a seismic isolation device for an ordinary house which can impart seismic isolation to an entire existing or newly constructed ordinary house. Things. [0005] The present invention relates to a seismic isolation device to be installed between a concrete cloth foundation and a base of a general house, and at least a base at a portion where columns are erected upward. A sliding support receiving member is fixed to each lower surface of the sliding support member, and the sliding supporting member is fixed to a concrete cloth foundation below the sliding supporting receiving member, and the sliding bearing receiving member is mounted on the sliding supporting member. The above problem has been solved by adopting the means. DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described in detail with reference to the drawings. The apparatus of the present invention comprises a concrete cloth foundation 1 and a base 2 of an existing or newly built general house H constructed of wood or lightweight boards or the like.
Installed in between. When installing the apparatus of the present invention in an existing general house H, the general house H is jacked up together with the base and the apparatus of the present invention is installed, or the concrete cloth foundation 1 is installed.
Is cut out at a predetermined position, and the apparatus of the present invention is installed.
On the other hand, in the case of a newly built general house H, a house is constructed after installing the device of the present invention on the concrete cloth foundation 1 and the base 2. The difference between the case where the apparatus of the present invention is installed in the newly constructed general house H and the case where the apparatus of the present invention is installed by jacking up is the case where the apparatus of the present invention is newly constructed. The only difference is that they are installed from the beginning, and the condition after installation is exactly the same.
A detailed description of is omitted. [0008] The device of the present invention is used to mount an existing general house H on a base 2.
A case in which each jack is set up will be described. First, the existing general house H is jacked up together with the base 2 to form a gap G, and a slip bearing member 4 is provided on each lower surface of the base 2 where the pillar 3 is erected upward.
Is fixed, and the slide bearing member 5 is fixed to the concrete cloth foundation 1 below the slide bearing member 4,
Thereafter, the house is jacked down, and the slide bearing member 4 is placed on the slide bearing member 5 to install the apparatus of the present invention. A slide bearing member 5 fixed to the concrete cloth foundation 1 includes a mounting piece 6 which is fixed by contacting the outer wall surface of the concrete cloth foundation 1, and a concrete cloth foundation on the inside of the upper edge of the mounting piece 6. A high-strength structure in which a mounting piece 7 to be mounted on the mounting piece 1 is projected at a right angle to form an inverted L-shaped fixing plate 8 and a curved protruding sliding surface 9 is provided on the upper surface of the mounting piece 7. -The slide bearing 10 made of high-hardness steel is integrally formed to protrude. In addition, the sliding bearing 1 in FIG.
Although 0 is formed in a hemispherical shape, it may be formed in a conical shape or a polygonal pyramid shape in which an upper surface (not shown) is curved and projected. The slide bearing member 5 is used to move the mounting piece 7 of the fixing plate 8 onto the concrete cloth foundation 1 by using a hard elastic material such as hard rubber or leaf spring having an action of absorbing an impact due to a load from above. The mounting piece 6 of the fixing plate 8 is positioned so that the center line of the rear pillar 3 and the center axis of the sliding bearing 10 coincide with each other. , A washer 13 is inserted into a long hole 12 provided in the mounting piece 6, and an anchor bolt 14 is inserted through the slot 12.
Fixed to. By inserting the anchor bolts 14 into the elongated holes 12, even if the hard elastic body 11 is compressed by receiving a load from above, the fixing plate 8 can be used as the elongated holes 12 as a guide.
Can be moved downward. On the other hand, the slide bearing member 4 fixed to the base 2 on the upper surface of the slide bearing member 5 fixed to the concrete cloth foundation 1 is provided in the recess of the inverted concave holding plate 15. High strength with a bowl-shaped sliding contact surface 16 against which the sliding bearing 10 can contact and slide.
A sliding plate 17 made of a high-hardness steel material, preferably a leaf spring, is fixed, and an inner edge of a fixing piece 18 that is fixed to the outer upper surface of the holding plate 15 is attached to a mounting piece 19 that contacts the outer wall surface of the base 2. Are formed at right angles to provide an L-shaped connecting plate 20, and a fixing piece 18 of the connecting plate 20 is fixed to the outer upper surface of the holding plate 15. The sliding bearing receiving member 4 is adjusted so that the center of the upper surface of the sliding bearing 10 is located at the center of the sliding contact surface 16, and the fixing piece 18 abuts on the outer wall surface of the base 2, and is mounted. It is integrally fixed to the base 2 by a fixing metal 21 such as a bolt. When there is an interval between each of the slide support members 5 and the slide support receiving members 4 disposed between the concrete cloth foundation 1 and the base 2, the columns 3 are located above the base 2.
Even if is not erected, one or a plurality of slip bearing members 5 and slip bearing receiving members 4 are appropriately installed between them. After arranging the slide bearing members 5 and the slide bearing receiving members 4 at predetermined positions, the general house H is jacked down, and each of the sliding bearing receiving members 4 on the lower surface of the base 2 is connected to a concrete cloth foundation. The device of the present invention is placed on the slide bearing member 5 on the first device 1 so as to be in the state shown in FIG. The connecting plate 20 fixed on the fixing plate 8 and the holding plate 15 is installed in a small gap between the concrete cloth foundation 1 and the base 2 of the existing ordinary house H which has been jacked up. Since it is almost impossible to fix the inner side, both the fixing plate 8 and the connecting plate 20
Are formed in inverted L-shape and L-shape so that they can be fixed to the outer wall surfaces of the concrete cloth foundation 1 and the base 2 only by installation work from the outside of the general house H. However, in the case of a newly built general house H,
Alternatively, when the gap between the concrete cloth foundation 1 and the base 2 of the existing general house H that has been jacked up is large, as shown in FIG. 4, an inverted concave fixing plate provided with mounting pieces 6 and long holes 12 on both sides. 8, the anchor bolts 14 are fixed to both side wall surfaces of the concrete cloth foundation 1, and the mounting pieces 19 are respectively abutted on both side wall surfaces of the base 2 so that the mounting pieces 19 can be fixed by the fixing brackets 21. The connecting plates 20 may be opposed to each other with a width of 2 and fixed to both side walls of the base 2. In the case where the existing general house H is entirely jacked up and the apparatus of the present invention is installed, if there is any delay, after the installation of the apparatus of the present invention, the center rises and acts as a center. Therefore, it is necessary to provide a reinforcing bar (not shown) between the opposed bases 2 in advance to reinforce. Next, instead of jacking up the existing general house H together with the base 2 as described above and installing the device of the present invention, the concrete cloth foundation 1 is cut out at a predetermined location, and the book is inserted into the cutout. The case where the invention apparatus is installed will be described. That is, as shown in FIG. 5, a concave notch 22 is formed in the cloth base 1 located on each lower surface of the base 2 at a position where the column 3 is erected upward, and the respective notch is formed. In the case where the space between the bases 22 is wide, the concave cutouts 22 are also provided in the lower fabric base 1 without the columns 3 respectively. In addition, the length of the notch 22 is slightly longer than the slip bearing member 4 and the slip bearing member 5. Then, the slip bearing members 5 and the slip bearing receiving members 4 having the same structure as those shown in FIG. 1 are respectively superimposed, and as shown in FIG. Press into. Then, as shown in FIG. 7, the mounting piece 6 of the fixing plate 8 abuts on the outer surface of the cloth foundation 1, and the connecting plate 20 abuts on the base 2, and is fixed by the anchor bolt 14 and the fixing metal 21, respectively. The device of the present invention is installed. When the apparatus of the present invention is installed in the cutout 22, the general house H is not jacked up.
Since it does not float even if there is a stagnation, it is not necessary to provide a reinforcing bar between the bases 2 to reinforce it. Further, when the apparatus of the present invention is installed in the cutout portion 22, since the installation operation can be performed only from the outside of the cloth foundation 1, the members shown in FIG. 4 cannot be used. Next, the operation of the seismic isolation device of the present invention will be described. When the general house H moves relative to each other due to the rolling, pitching, or the combined rolling and pitching of the general house H due to the occurrence of the earthquake, the sliding surface 9 of each of the sliding bearing members 4 causes the sliding surface 9 to move. In accordance with the relative displacement movement, the sliding movement is performed along the bowl-shaped sliding contact surface 16 of the support member 5 to alleviate the relative displacement movement, absorb the vibration, and reduce the seismic force on the entire general house H, thereby reducing the seismic effect. Can be obtained. Since the present invention is as described above, the structure can be simplified and installed in any existing or newly built general house, and the earthquake can be rolled, pitched or both. It has an excellent effect that a seismic isolation effect can be obtained in response to the combined swing of the above.

【図面の簡単な説明】 【図1】本発明一般住宅における免震装置を、既設の一
般住宅にジャッキアップして、あるいは新築の一般住宅
に設置した状態を示す縦断面図である。 【図2】同平面図である。 【図3】同家屋の外側から見た側面図である。 【図4】同他の部材により設置した状態を示す縦断面図
である。 【図5】本発明一般住宅における免震装置を、他の実施
の形態において既設の一般住宅の布基礎に設置する際に
使用する切欠部を家屋の外側から見た側面図である。 【図6】同切欠部に本発明一般住宅における免震装置を
設置しようとする状態を示す縦断面図である。 【図7】同設置した状態を示す縦断面図である。 【図8】同家屋の外側から見た側面図である。 【符号の説明】 G 隙間、 H 一般住宅、 1 コンクリート布基
礎、 2 土台、 3 柱、 4 すべり支承受け部
材、 5 すべり支承部材、 22 切欠部。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view showing a state in which a seismic isolation device in a general house of the present invention is jacked up to an existing general house or installed in a new general house. FIG. 2 is a plan view of the same. FIG. 3 is a side view as seen from the outside of the house. FIG. 4 is a vertical cross-sectional view showing a state of being installed by other members. FIG. 5 is a side view of a cutout portion used when installing a seismic isolation device in a general house of the present invention on a cloth foundation of an existing general house in another embodiment, as viewed from the outside of the house. FIG. 6 is a longitudinal sectional view showing a state where the seismic isolation device in the general house of the present invention is to be installed in the cutout portion. FIG. 7 is a vertical cross-sectional view showing the installed state. FIG. 8 is a side view as seen from the outside of the house. [Description of Signs] G Gap, H General house, 1 Concrete cloth foundation, 2 Base, 3 pillars, 4 Sliding bearing member, 5 Sliding bearing member, 22 Notch.

フロントページの続き (72)発明者 三浦 雄二 埼玉県与野市下落合6丁目18番7号 辻村 マンション403号 Fターム(参考) 2D046 DA12 3J048 AA04 AC01 EA38 Continuation of front page    (72) Inventor Yuji Miura             6-18-7 Shimochiai, Yono City, Saitama Prefecture Tsujimura             Mansion 403 F term (reference) 2D046 DA12                 3J048 AA04 AC01 EA38

Claims (1)

【特許請求の範囲】 【請求項1】一般住宅のコンクリート布基礎と土台間に
設置する免震装置であって、少なくとも、上方にそれぞ
れ柱が立設されている部位の土台の各下面に、すべり支
承受け部材を固定すると共に、該すべり支承受け部材の
下方部のコンクリート布基礎にすべり支承部材を固定し
て、前記すべり支承部材上にすべり支承受け部材を載置
したことを特徴とする一般住宅における免震装置。
Claims: 1. A seismic isolation device to be installed between a concrete cloth foundation and a base of a general house, at least on each lower surface of the base where a column is erected upward. A general bearing characterized in that a slide bearing receiving member is fixed, a sliding bearing member is fixed to a concrete cloth foundation below the sliding bearing receiving member, and the sliding bearing receiving member is mounted on the sliding bearing member. Seismic isolation devices in houses.
JP2001279036A 2001-09-14 2001-09-14 Base isolation device in general house Pending JP2003082880A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001279036A JP2003082880A (en) 2001-09-14 2001-09-14 Base isolation device in general house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001279036A JP2003082880A (en) 2001-09-14 2001-09-14 Base isolation device in general house

Publications (1)

Publication Number Publication Date
JP2003082880A true JP2003082880A (en) 2003-03-19

Family

ID=19103298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001279036A Pending JP2003082880A (en) 2001-09-14 2001-09-14 Base isolation device in general house

Country Status (1)

Country Link
JP (1) JP2003082880A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005226331A (en) * 2004-02-13 2005-08-25 Yuji Ishiyama Installation method of vibration isolation device to existing building and installation device used for the method
JP2015190611A (en) * 2014-03-29 2015-11-02 株式会社熊谷組 friction damper
JP2021183764A (en) * 2020-05-21 2021-12-02 株式会社Masa Labo Base isolation structure
JP7109136B1 (en) * 2021-10-29 2022-07-29 株式会社金澤製作所 Guide member for seismic isolation unit and seismic isolation unit

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005226331A (en) * 2004-02-13 2005-08-25 Yuji Ishiyama Installation method of vibration isolation device to existing building and installation device used for the method
JP2015190611A (en) * 2014-03-29 2015-11-02 株式会社熊谷組 friction damper
JP2021183764A (en) * 2020-05-21 2021-12-02 株式会社Masa Labo Base isolation structure
JP7083525B2 (en) 2020-05-21 2022-06-13 株式会社Masa Labo Seismic isolation structure
JP7109136B1 (en) * 2021-10-29 2022-07-29 株式会社金澤製作所 Guide member for seismic isolation unit and seismic isolation unit

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