JPH09264079A - Base isolation device in wooden construction building - Google Patents

Base isolation device in wooden construction building

Info

Publication number
JPH09264079A
JPH09264079A JP8104098A JP10409896A JPH09264079A JP H09264079 A JPH09264079 A JP H09264079A JP 8104098 A JP8104098 A JP 8104098A JP 10409896 A JP10409896 A JP 10409896A JP H09264079 A JPH09264079 A JP H09264079A
Authority
JP
Japan
Prior art keywords
seismic isolation
concrete foundation
base
steel plates
isolation device
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
JP8104098A
Other languages
Japanese (ja)
Inventor
Kazuo Yuzuhara
和夫 柚原
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 JP8104098A priority Critical patent/JPH09264079A/en
Publication of JPH09264079A publication Critical patent/JPH09264079A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To prevent generation of damage, falling or destruction by absorbing shocks and vibrations of earthquake to thereby reduce swing or rock of building itself. SOLUTION: A plurality of compression springs 4 are arranged between a pair of upper and lower steel plates 3 in a block body made of synthetic resin having an elasticity and the upper and lower ends of the springs 4 are fixed to steel plates 3 to thereby form a base isolation main body of a base isolation device 1. This device 1 incorporating the main body is placed on concrete foundation by means of anchor bolt inserted in insertion hole formed passing through the upper and lower parts of the concrete foundation such that after a base is layed on the device 1 a washer and a nut are set on a protruding end of the bolt from the base and threadedly engaged therewith, then the base and the device 1 are fastened to the concrete foundation and the device 1 is interposed between the concrete foundation and the base.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、地震による木造建
築物の倒壊、破壊を防止する様にした木造建築物におけ
る免震装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device for a wooden building which prevents collapse and destruction of the wooden building due to an earthquake.

【0002】[0002]

【従来の技術】従来、木造建築物にあっては、図5に示
す様に、コンクリート基礎b上面に突出したアンカーボ
ルトa上端部を、土台cの適宜位置に縦貫形成した挿通
穴d内を挿通する様にして、コンクリート基礎b上に土
台cを直接載置すると共に、アンカーボルトaの突端部
に座金e及びナットnを取付け、螺嵌して、コンクリー
ト基礎b上に土台cを緊結して両者を一体化しているた
め、地震の衝撃、振動等がそのまま木造建築物の骨組み
に伝達してしまう欠点を有し、又従来の木造建築物にあ
っては、筋違、耐力壁等を多用して骨組みを堅固化し
て、地震による衝撃に耐える構造にしているだけであっ
て、建築物自体は地盤の振動と同様に揺れてしまうた
め、規模の大きい地震では建築物の倒壊、破壊を防止す
ることが出来なかった。
2. Description of the Related Art Conventionally, in a wooden building, as shown in FIG. 5, an upper end portion of an anchor bolt a projecting from the upper surface of a concrete foundation b is inserted into an insertion hole d vertically formed at an appropriate position of a base c. The base c is placed directly on the concrete foundation b as it is inserted, and the washer e and the nut n are attached to the projecting end of the anchor bolt a and screwed to tightly connect the base c to the concrete foundation b. Since they are integrated together, there is a drawback that the shock, vibration, etc. of an earthquake are transmitted to the framework of a wooden building as they are, and in the case of a conventional wooden building, there are braces, bearing walls, etc. Only by making heavy use of the frame to solidify it and making it a structure that can withstand impacts from earthquakes, the building itself shakes like the vibration of the ground, so in the event of a large-scale earthquake the building collapses and is destroyed. Could not be prevented

【0003】[0003]

【発明が解決しようとする課題】本発明は、地震による
衝撃、振動を緩和、吸収して建築物の破壊、倒壊を防止
する様にした木造建築物における免震装置を提供せんと
するものである。
SUMMARY OF THE INVENTION The present invention is intended to provide a seismic isolation device for a wooden building, which is designed to absorb and absorb shock and vibration caused by an earthquake to prevent the building from being destroyed or collapsed. is there.

【0004】[0004]

【課題を解決するための手段】本発明は上記従来技術に
基づく、基礎上に直接土台を配置した木造建築物では地
震による衝撃、振動を緩和、吸収出来ない課題に鑑み、
弾性を有した合成樹脂製のブロック体に、上下一対の鋼
板間に複数の圧縮スプリングを、鋼板の外周縁部に沿う
様に配設すると共に、圧縮スプリングの上下両端部を鋼
板に固設した免震主体部を内在させて免震装置と成し、
コンクリート基礎におけるアンカーボルトの挿通孔を上
下貫設し、アンカーボルトを挿通孔内を挿通させる様に
して、コンクリート基礎上に免震装置を載置すると共
に、該免震装置上に土台を、該土台に貫設した挿通孔内
をアンカーボルトを挿通させる様にして敷設した後、ア
ンカーボルトの突端部に座金及びナットを取付、螺嵌し
て、土台及び免震装置をコンクリート基礎に緊結し、且
つコンクリート基礎と土台間に免震装置を介設すること
によって、地震による振動を減衰させて建築物へ伝える
様にして、上記課題を解決せんとしたものである。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the problem that a wooden building having a base directly disposed on a foundation cannot mitigate or absorb shocks and vibrations caused by an earthquake, based on the above-mentioned prior art.
A plurality of compression springs were arranged between a pair of upper and lower steel plates on an elastic synthetic resin block body along the outer peripheral edge of the steel plates, and the upper and lower ends of the compression springs were fixed to the steel plate. The seismic isolation main unit is built into the seismic isolation device,
The through hole of the anchor bolt in the concrete foundation is vertically penetrated so that the anchor bolt is inserted through the through hole, and the seismic isolation device is placed on the concrete foundation, and the base is placed on the seismic isolation device. After laying so that the anchor bolt can be inserted through the insertion hole penetrating the base, attach the washer and nut to the protruding end of the anchor bolt, screw it, and tightly connect the base and seismic isolation device to the concrete foundation, Moreover, by interposing a seismic isolation device between the concrete foundation and the foundation, vibrations due to the earthquake are attenuated and transmitted to the building, thereby solving the above problems.

【0005】[0005]

【発明の実施の形態】以下本発明の一実施例を図面に基
づいて説明すると、1、1a…は木造建築物Wにおけるコ
ンクリート基礎Bと土台C間に介設する免震装置であ
り、該免震装置1、1a…はコンクリート基礎B上の適宜
位置に配置固定して、その上に木造建築物Wの土台Cを
敷設固定する様にしており、又コンクリート基礎B上面
に、土台Cをコンクリート基礎Bに緊結する複数本のア
ンカーボルトA、Aa…が突出している。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. 1, 1a ... are seismic isolation devices provided between a concrete foundation B and a base C in a wooden building W, The seismic isolation devices 1, 1a ... are arranged and fixed at appropriate positions on the concrete foundation B, and the base C of the wooden building W is laid and fixed thereon, and the base C is placed on the upper surface of the concrete foundation B. A plurality of anchor bolts A, Aa ... Tightly connected to the concrete foundation B are projected.

【0006】免震装置1、1a…の夫々は、図1、2に示
す様に、弾性を有した合成樹脂製の直方体状のブロック
体2及び該ブロック体2に内在させた免震主体部2aによ
り構成し、免震主体部2aはブロック体2の上下方部に配
置した一対の鋼板3、3a及び該鋼板3、3a間に配設する
と共に、上下両端部を鋼板3、3aに溶接固定した複数の
圧縮スプリング4、4a…により構成し、又各免震装置
1、1a…はアンカーボルトA、Aa…の挿通部位5を形
成している。
As shown in FIGS. 1 and 2, each of the seismic isolation devices 1, 1a ... Has a rectangular parallelepiped block body 2 made of an elastic synthetic resin, and a seismic isolation main body incorporated in the block body 2. 2a, the seismic isolation main body 2a is arranged between the pair of steel plates 3 and 3a arranged in the upper and lower parts of the block body 2 and the steel plates 3 and 3a, and the upper and lower ends are welded to the steel plates 3 and 3a. It is constituted by a plurality of fixed compression springs 4, 4a ... And each seismic isolation device 1, 1a ... Form an insertion portion 5 of the anchor bolt A, Aa.

【0007】又、ブロック体2の原材料は廃棄タイヤを
リサイクル利用したものにして、ピレスロイド防虫剤の
様な、白蟻等の害虫類を駆除する合成ピレトリン系防虫
剤を混在させることが望ましく、又無数の気泡を有した
発泡樹脂製であっても良くい。
Further, it is desirable that the raw material of the block body 2 is made by recycling the waste tires and mixed with a synthetic pyrethrin insect repellent such as a pyrethroid insect repellent for controlling harmful insects such as termites. It may be made of a foamed resin having bubbles.

【0008】鋼板3、3aは横長矩形状にして、長手方向
の中心線上の適宜位置にアンカーボルトA、Aa…の挿
通穴6、6aを貫設し、該挿通穴6、6aの周囲部に圧縮ス
プリング4、4a…を配置する様にし、又挿通穴6、6aは
鋼板3、3aに夫々1個形成されているが、上記中心線上
であれば個数に限定せず、而も図1(b)に示す様に上
記中心線方向に長い長穴であっても良い。
The steel plates 3 and 3a have a horizontally long rectangular shape, and insertion holes 6 and 6a of the anchor bolts A, Aa ... Are provided at appropriate positions on the center line in the longitudinal direction, and the peripheral portions of the insertion holes 6 and 6a are provided. The compression springs 4 and 4a are arranged, and the insertion holes 6 and 6a are formed in the steel plates 3 and 3a, respectively. However, the number is not limited as long as it is on the center line. As shown in b), it may be an elongated hole elongated in the direction of the center line.

【0009】又、圧縮スプリング4、4a…は高張力なコ
イルバネで、鋼板3、3aの外周縁部に沿う様に所定間隔
毎に配設し、かかる圧縮スプリング4、4a…を構成する
線材間及び内側空間に、ブロック体2を構成する合成樹
脂が存在する様に、型枠内に免震主体部2aを配置した
後、溶融状態の合成樹脂を型枠内に流し込んで免震装置
1、1a…を製造する様にしている。
Further, the compression springs 4, 4a ... Are high tension coil springs, which are arranged at predetermined intervals along the outer peripheral edge portions of the steel plates 3, 3a, and between the wire rods constituting the compression springs 4, 4a. After the seismic isolation main body 2a is arranged in the mold so that the synthetic resin forming the block body 2 exists in the inner space, the seismic isolation device 1 is prepared by pouring the molten synthetic resin into the mold. 1a ... is manufactured.

【0010】又、アンカーボルトA、Aa…の挿通部位
5は、鋼板3、3aにおける挿通穴6、6aを含んだ上下方
向への貫通孔にして、製造段階で前形成したり、施工段
階でドリル(図示せず)等により後形成しても良く、後
者の場合、挿通穴6、6aは長穴状で、各免震装置1、1a
…の上面に挿通穴6、6aの位置及び形状を表示する様に
している。
Further, the insertion portion 5 of the anchor bolts A, Aa ... Is a through hole in the vertical direction including the insertion holes 6 and 6a in the steel plates 3 and 3a so as to be preformed at the manufacturing stage or at the construction stage. It may be post-formed by a drill (not shown) or the like. In the latter case, the insertion holes 6 and 6a are elongated holes, and each seismic isolation device 1 and 1a.
The positions and shapes of the insertion holes 6 and 6a are displayed on the upper surface of.

【0010】尚、免震装置1、1a…の平面視形状は矩形
状に限定せず、使用箇所によって、図4に示す様に、L
字状、T字状又は十字状であっても良く、これらの場合
も上記と同様な挿通穴6、6aを鋼板3、3aに形成し、特
に免震装置1、1a…の形状に則したL字型、T字型又は
十字型の挿通穴6、6aにするのが望ましい。
The shape of the seismic isolation devices 1, 1a ... Is not limited to a rectangular shape in plan view, and depending on the place of use, as shown in FIG.
It may have a letter shape, a T shape, or a cross shape, and in these cases, the same insertion holes 6 and 6a as those described above are formed in the steel plates 3 and 3a, and particularly in accordance with the shape of the seismic isolation device 1, 1a. It is desirable to use L-shaped, T-shaped or cross-shaped insertion holes 6 and 6a.

【0010】次に本発明に係る免震装置の取付作業につ
いて説明すると、先ず、各免震装置1、1a…の挿通部位
5にアンカーボルトA、Aa…を挿通する様に、免震装
置1、1a…をコンクリート基礎B上に載置固定した後、
免震装置1、1a…上に土台Cを、該土台Cに貫設した挿
通孔D内をアンカーボルトA、Aa…を挿通させる様に
して敷設し、そしてアンカーボルトA、Aa…の突端部
に座金E及びナットNを取り付けて、図4に示す様に、
コンクリート基礎Bに対し免震装置1、1a…及び土台C
を緊結すると共に、コンクリート基礎Bと土台C間に免
震装置1、1a…を介設する。
Next, the installation work of the seismic isolation device according to the present invention will be described. First, the seismic isolation device 1 is inserted so that the anchor bolts A, Aa ... Are inserted into the insertion portions 5 of the seismic isolation devices 1, 1a. , 1a ... After mounting and fixing on the concrete foundation B,
A base C is laid on the seismic isolation devices 1, 1a ... In such a manner that the anchor bolts A, Aa ... Can be inserted through the insertion holes D penetrating the base C, and the projections of the anchor bolts A, Aa. Attach washer E and nut N to, and as shown in Fig. 4,
Seismic isolation device 1, 1a ... and base C for concrete foundation B
, And seismic isolation devices 1, 1a ... Are provided between the concrete foundation B and the base C.

【0011】次に本発明に係る木造建築物における免震
装置の作用について説明すると、コンクリート基礎B上
の木造建築物Wは土台Cを介して免震装置1、1a…、3a
…上に載置固定されており、地震発生時に免震装置1、
1a…の弾性作用により、地震による振動が木造建築物W
に減衰して伝わり、木造建築物Wの揺れを減少させる。
Next, the operation of the seismic isolation device in the wooden building according to the present invention will be described. The wooden building W on the concrete foundation B is connected to the seismic isolation device 1, 1a ...
… Is placed and fixed on top, and seismic isolation device 1, when an earthquake occurs,
Due to the elastic action of 1a ...
Is transmitted to the wooden structure W to reduce the shaking of the wooden structure W.

【0012】[0012]

【発明の効果】要するに本発明は、上下一対の鋼板3、
3a間に複数の圧縮スプリング4、4a…を、鋼板3、3aの
外周縁部に沿う様に配設すると共に、圧縮スプリング
4、4a…の上下両端部を鋼板3、3aに固設した免震主体
部2aを、弾性を有した合成樹脂製のブロック体2に内在
させたので、金属製の免震主体部2a、即ち鋼板3、3a及
び圧縮スプリング4、4a…は外気と隔絶されるため、鋼
板3、3a及び圧縮スプリング4、4a…の防錆性及び耐腐
食性の向上を図ることが出来る。
In summary, the present invention provides a pair of upper and lower steel plates 3,
A plurality of compression springs 4, 4a ... Are arranged along the outer peripheral edge of the steel plates 3, 3a between 3a, and the upper and lower ends of the compression springs 4, 4a ... Are fixed to the steel plates 3, 3a. Since the seismic main body 2a is incorporated in the elastic synthetic resin block body 2, the seismic isolation main body 2a made of metal, that is, the steel plates 3, 3a and the compression springs 4, 4a ... Is isolated from the outside air. Therefore, the rust prevention and corrosion resistance of the steel plates 3, 3a and the compression springs 4, 4a ... Can be improved.

【0013】又、免震主体部2aをブロック体2に内在さ
せたことによって、圧縮スプリング4、4a…を構成する
線材間及び内部空間内にもブロック体2を構成する合成
樹脂が存在するため、免震装置1、1a…の弾性作用の向
上を図ることが出来る。
Further, since the seismic isolation main body 2a is incorporated in the block body 2, the synthetic resin forming the block body 2 exists between the wire rods forming the compression springs 4, 4a ... And in the internal space. It is possible to improve the elastic action of the seismic isolation devices 1, 1a ....

【0014】又、コンクリート基礎Cにおけるアンカー
ボルトA、Aa…の挿通孔5を上下貫設したので、免震
装置1、1a…に対しコンクリート基礎Cにおけるアンカ
ーボルトA、Aa…を貫通させることが出来、よってコ
ンクリート基礎B上に載置した免震装置1、1a…は、該
免震装置1、1a…及びその上の土台Cを貫通したアンカ
ーボルトA、Aa…と、該アンカーボルトA、Aa…突
端部に取付、螺嵌した座金E及びナットNによって、コ
ンクリート基礎B及び土台C間に挟着固定されて、コン
クリート基礎Bと土台C間に免震装置1、1a…を介設さ
れるため、該免震装置1、1a…の弾性作用により、地震
による振動を減衰して木造建築物Wに伝えるため、該木
造建築物Wに作用する衝撃や振動を吸収、緩和すること
が出来、木造建築物Wの破壊、倒壊を防止することが出
来る。
Further, since the insertion holes 5 of the anchor bolts A, Aa ... In the concrete foundation C are vertically penetrated, the anchor bolts A, Aa ... In the concrete foundation C can be passed through the seismic isolation devices 1, 1a. As a result, the seismic isolation devices 1, 1a ... Placed on the concrete foundation B are anchor bolts A, Aa ... that penetrate the seismic isolation devices 1, 1a. Aa ... By a washer E and a nut N, which are attached to the projecting end portion and screwed, are clamped and fixed between the concrete foundation B and the foundation C, and the seismic isolation devices 1, 1a are interposed between the concrete foundation B and the foundation C. Therefore, since the vibration of the earthquake is attenuated and transmitted to the wooden building W by the elastic action of the seismic isolation devices 1, 1a, ..., Impact and vibration acting on the wooden building W can be absorbed and alleviated. , Wooden building W It is possible to prevent the destruction and collapse of the.

【0015】又、コンクリート基礎Cに対するアンカー
ボルトA、Aa…の固設位置は現場によって異なるた
め、挿通孔5が円孔では免震装置1、1a…の取付位置が
制限されるが、挿通孔5を長孔にしたので、アンカーボ
ルトA、Aa…に対する免震装置1、1a…の取付位置を
調節可能にすることが出来る。
Further, since the anchor bolts A, Aa ... fixed to the concrete foundation C are different depending on the site, if the insertion hole 5 is a circular hole, the mounting position of the seismic isolation devices 1, 1a. Since 5 is a long hole, the mounting positions of the seismic isolation devices 1, 1a ... With respect to the anchor bolts A, Aa.

【0016】又、上下一対の鋼板3、3a間に複数の圧縮
スプリング4、4a…を、鋼板3、3aの外周縁部に沿う様
に配設すると共に、圧縮スプリング4、4a…の上下両端
部を鋼板3、3aに固設した免震主体部2aを、弾性を有し
た合成樹脂製のブロック体2に内在させ、又コンクリー
ト基礎CにおけるアンカーボルトA、Aa…の挿通孔5
を上下貫設可能な様に、鋼板3、3aに長孔状の挿貫穴
6、6aを貫設すると共に、ブロック体2表面に挿貫穴の
位置を表示したので、挿通孔5の形成部位は挿貫穴6、
6a内側でブロック体2を構成する合成樹脂だけでなるた
め、各現場で異なるコンクリート基礎Cに対するアンカ
ーボルトA、Aa…の固設位置に応じた挿通孔5を、現
場で必要個数だけ貫設することが出来る。
A plurality of compression springs 4, 4a ... Are arranged between the pair of upper and lower steel plates 3, 3a along the outer peripheral edge of the steel plates 3, 3a, and the upper and lower ends of the compression springs 4, 4a. The seismic isolation main body 2a fixed to the steel plates 3 and 3a is internally provided in the elastic synthetic resin block body 2, and the insertion holes 5 of the anchor bolts A, Aa ...
The through holes 5 and 6a are formed in the steel plates 3 and 3a so that they can be vertically penetrated, and the positions of the through holes are displayed on the surface of the block body 2. Therefore, the through holes 5 are formed. The part is the through hole 6,
Since the block body 2 is made only of the synthetic resin inside the 6a, the required number of insertion holes 5 corresponding to the fixed positions of the anchor bolts A, Aa ... to the concrete foundation C that differ at each site are provided at the site. You can

【0017】又、コンクリート基礎Bと土台C間を連結
するのは免震装置1、1a…であって、害虫、特に白蟻は
免震装置1、1a…表面を這い上がらなければ土台Cに到
達しないが、ブロック体2に防虫剤を混在させたので、
コンクリート基礎B側からのと土台Cへの害虫の這い上
がりを防止することが出来る等その実用的効果甚だ大な
るものである。
Further, it is the seismic isolation devices 1, 1a ... that connect the concrete foundation B and the foundation C, and pests, especially termites, reach the foundation C unless the seismic isolation device 1, 1a ... No, but because the block body 2 mixed the insect repellent,
It is possible to prevent the pests from climbing up from the concrete foundation B side to the base C, which is a great practical effect.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る免震装置の2パターンの平面図で
ある。
FIG. 1 is a plan view of two patterns of a seismic isolation device according to the present invention.

【図2】図1(a)のAーA拡大断面図である。FIG. 2 is an enlarged sectional view taken along the line AA of FIG.

【図3】免震装置の設置状態を示す要部正面図である。FIG. 3 is a front view of a main part showing an installed state of a seismic isolation device.

【図4】他の形状の免震装置の平面図である。FIG. 4 is a plan view of a seismic isolation device having another shape.

【図5】従来の土台の敷設状態を示す要部拡大正面図で
ある。
FIG. 5 is an enlarged front view of a main part showing a laid state of a conventional base.

【符号の説明】[Explanation of symbols]

2 ブロック体 2a 免震主体部 3、3a 鋼板 4、4a… 圧縮スプリング 5 挿通孔 6、6a 挿貫穴 2 Block body 2a Seismic isolation main body 3, 3a Steel plate 4, 4a ... Compression spring 5 Insertion hole 6, 6a Insertion hole

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成8年8月22日[Submission date] August 22, 1996

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】発明の詳細な説明[Correction target item name] Detailed description of the invention

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、地震による木造建
築物の倒壊、破壊を防止する様にした木造建築物におけ
る免震装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device for a wooden building which prevents collapse and destruction of the wooden building due to an earthquake.

【0002】[0002]

【従来の技術】従来、木造建築物にあっては、図7に示
す様に、コンクリート基礎b上面に突出したアンカーボ
ルトa上端部を、土台cの適宜位置に縦貫形成した挿通
穴d内を挿通する様にして、コンクリート基礎b上に土
台cを直接載置すると共に、アンカーボルトaの突端部
に座金e及びナットnを取付け、螺嵌して、コンクリー
ト基礎b上に土台cを緊結して両者を一体化しているた
め、地震の衝撃、振動等がそのまま木造建築物の骨組み
に伝達してしまう欠点を有し、又従来の木造建築物にあ
っては、筋違、耐力壁等を多用して骨組みを堅固化し
て、地震による衝撃に耐える構造にしているだけであっ
て、建築物自体は地盤の振動と同様に揺れてしまうた
め、規模の大きい地震では建築物の倒壊、破壊を防止す
ることが出来なかった。
2. Description of the Related Art Conventionally, in a wooden building, as shown in FIG. 7 , an upper end portion of an anchor bolt a projecting on the upper surface of a concrete foundation b is inserted into a through hole d vertically formed at an appropriate position of a base c. The base c is placed directly on the concrete foundation b as it is inserted, and the washer e and the nut n are attached to the projecting end of the anchor bolt a and screwed to tightly connect the base c to the concrete foundation b. Since they are integrated together, there is a drawback that the shock, vibration, etc. of an earthquake are transmitted to the framework of a wooden building as they are, and in the case of a conventional wooden building, there are braces, bearing walls, etc. Only by making heavy use of the frame to solidify it and making it a structure that can withstand impacts from earthquakes, the building itself shakes like the vibration of the ground, so in the event of a large-scale earthquake the building collapses and is destroyed. Could not be prevented

【0003】[0003]

【発明が解決しようとする課題】本発明は、地震による
衝撃、振動を緩和、吸収して建築物の破壊、倒壊を防止
する様にした木造建築物における免震装置を提供せんと
するものである。
SUMMARY OF THE INVENTION The present invention is intended to provide a seismic isolation device for a wooden building, which is designed to absorb and absorb shock and vibration caused by an earthquake to prevent the building from being destroyed or collapsed. is there.

【0004】[0004]

【課題を解決するための手段】本発明は上記従来技術に
基づく、基礎上に直接土台を配置した木造建築物では地
震による衝撃、振動を緩和、吸収出来ない課題に鑑み、
弾性を有した合成樹脂製のブロック体に、上下一対の鋼
板間に複数の圧縮スプリングを、鋼板の外周縁部に沿う
様に配設すると共に、圧縮スプリングの上下両端部を鋼
板に固設した免震主体部を内在させて免震装置と成し、
コンクリート基礎におけるアンカーボルトの挿通孔を上
下貫設し、アンカーボルトを挿通孔内を挿通させる様に
して、コンクリート基礎上に免震装置を載置すると共
に、該免震装置上に土台を、該土台に貫設した挿通孔内
をアンカーボルトを挿通させる様にして敷設した後、ア
ンカーボルトの突端部に座金及びナットを取付、螺嵌し
て、土台及び免震装置をコンクリート基礎に緊結し、且
つコンクリート基礎と土台間に免震装置を介設すること
によって、地震による振動を減衰させて建築物へ伝える
様にして、上記課題を解決せんとしたものである。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the problem that a wooden building having a base directly disposed on a foundation cannot mitigate or absorb shocks and vibrations caused by an earthquake, based on the above-mentioned prior art.
A plurality of compression springs were arranged between a pair of upper and lower steel plates on an elastic synthetic resin block body along the outer peripheral edge of the steel plates, and the upper and lower ends of the compression springs were fixed to the steel plate. The seismic isolation main unit is built into the seismic isolation device,
The through hole of the anchor bolt in the concrete foundation is vertically penetrated so that the anchor bolt is inserted through the through hole, and the seismic isolation device is placed on the concrete foundation, and the base is placed on the seismic isolation device. After laying so that the anchor bolt can be inserted through the insertion hole penetrating the base, attach the washer and nut to the protruding end of the anchor bolt, screw it, and tightly connect the base and seismic isolation device to the concrete foundation, Moreover, by interposing a seismic isolation device between the concrete foundation and the foundation, vibrations due to the earthquake are attenuated and transmitted to the building, thereby solving the above problems.

【0005】[0005]

【発明の実施の形態】以下本発明の一実施例を図面に基
づいて説明すると、1、1a…は木造建築物Wにおける
コンクリート基礎Bと土台C間に介設する免震装置であ
り、該免震装置1、1a…はコンクリート基礎B上の適
宜位置に配置固定して、その上に木造建築物Wの土台C
を敷設固定する様にしており、又コンクリート基礎B上
面に、土台Cをコンクリート基礎Bに緊結する複数本の
アンカーボルトA、Aa…が突出している。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. Reference numerals 1, 1a, ... Are seismic isolation devices provided between a concrete foundation B and a base C in a wooden building W. The seismic isolation devices 1, 1a, ... Are arranged and fixed at appropriate positions on the concrete foundation B, and the base C of the wooden building W is mounted on the seismic isolation devices
Are laid and fixed, and a plurality of anchor bolts A, Aa, ... For connecting the base C to the concrete foundation B are projected on the upper surface of the concrete foundation B.

【0006】免震装置1、1a…の夫々は、図1乃至図
に示す様に、弾性を有した合成樹脂製の直方体状のブ
ロック体2及び該ブロック体2に内在させた免震主体部
2aにより構成し、免震主体部2aはブロック体2の上
下方部に配置した一対の鋼板3、3a及び該鋼板3、3
a間に配設すると共に、上下両端部を鋼板3、3aに溶
接固定した複数の圧縮スプリング4、4a…により構成
し、又各免震装置1、1a…はアンカーボルトA、Aa
…の挿通部位5を形成している。
[0006] The seismic isolation devices 1,1a ... Each of the FIG. 1 through FIG.
As shown in FIG. 4 , it is composed of a rectangular parallelepiped block body 2 made of an elastic synthetic resin and a seismic isolation main body 2a in the block body 2. The seismic isolation main body 2a is located above and below the block body 2. Pair of steel plates 3, 3a and the steel plates 3, 3 arranged in the
are arranged between a and a plurality of compression springs 4, 4a ... Having both upper and lower ends welded and fixed to the steel plates 3, 3a, and the seismic isolation devices 1, 1a ... Are anchor bolts A, Aa.
The insertion part 5 of ... Is formed.

【0007】又、ブロック体2の原材料は廃棄タイヤを
リサイクル利用したものにして、ピレスロイド防虫剤の
様な、白蟻等の害虫類を駆除する合成ピレトリン系防虫
剤を混在させることが望ましく、又無数の気泡を有した
発泡樹脂製であっても良くい。
Further, it is desirable that the raw material of the block body 2 is made by recycling the waste tires and mixed with a synthetic pyrethrin insect repellent such as a pyrethroid insect repellent for controlling harmful insects such as termites. It may be made of a foamed resin having bubbles.

【0008】鋼板3、3aは横長矩形状にして、長手方
向の中心線上の適宜位置にアンカーボルトA、Aa…の
挿通穴6、6aを貫設し、該挿通穴6、6aの周囲部に
圧縮スプリング4、4a…を配置する様にし、又挿通穴
6、6aは鋼板3、3aに夫々1個形成されているが、
上記中心線上であれば個数に限定せず、而も図1(b)
に示す様に上記中心線方向に長い長穴であっても良い。
The steel plates 3 and 3a are formed in a horizontally long rectangular shape, and the through holes 6 and 6a of the anchor bolts A, Aa ... Are provided at appropriate positions on the center line in the longitudinal direction, and the through holes 6 and 6a are surrounded by the through holes. The compression springs 4, 4a are arranged, and the insertion holes 6, 6a are formed in the steel plates 3, 3a, respectively.
The number is not limited as long as it is on the center line.
As shown in, a long hole that is long in the center line direction may be used.

【0009】又、圧縮スプリング4、4a…は高張力な
コイルバネで、鋼板3、3aの外周縁部に沿う様に所定
間隔毎に配設し、かかる圧縮スプリング4、4a…を構
成する線材間及び内側空間に、ブロック体2を構成する
合成樹脂が存在する様に、型枠内に免震主体部2aを配
置した後、溶融状態の合成樹脂を型枠内に流し込んで免
震装置1、1a…を製造する様にしている。
Further, the compression springs 4, 4a ... Are high tension coil springs and are arranged at predetermined intervals along the outer peripheral edges of the steel plates 3, 3a. After the seismic isolation main body 2a is arranged in the mold so that the synthetic resin forming the block body 2 exists in the inner space, the seismic isolation device 1 is prepared by pouring the synthetic resin in a molten state into the mold. 1a ... are manufactured.

【0010】又、アンカーボルトA、Aa…の挿通部位
5は、鋼板3、3aにおける挿通穴6、6aを含んだ上
下方向への貫通孔にして、製造段階で前形成したり、
4に示す様に、施工段階でドリル(図示せず)等により
後形成しても良く、後者の場合、挿通穴6、6aは長穴
状で、各免震装置1、1a…の上面に挿通穴6、6aの
位置及び形状を表示する様にしている。
Further, the insertion portion 5 of the anchor bolts A, Aa ... Is a through hole in the vertical direction including the insertion holes 6, 6a in the steel plates 3, 3a, and is preformed at the manufacturing stage or as shown in FIG.
As shown in FIG. 4, it may be formed later by a drill (not shown) or the like in the construction stage. In the latter case, the insertion holes 6 and 6a are elongated holes and are formed on the upper surface of each seismic isolation device 1, 1a. The positions and shapes of the insertion holes 6 and 6a are displayed.

【0011】尚、免震装置1、1a…の平面視形状は矩
形状に限定せず、使用箇所によって、図6に示す様に、
L字状、T字状又は十字状であっても良く、これらの場
合も上記と同様な挿通穴6、6aを鋼板3、3aに形成
し、特に免震装置1、1a…の形状に則したL字型、T
字型又は十字型の挿通穴6、6aにするのが望ましい。
[00 11] In addition, the plan view shape of the seismic isolation device 1, 1a ... is not limited to a rectangular shape, the point of use, as shown in FIG. 6,
It may be L-shaped, T-shaped or cross-shaped, and in these cases as well, the same insertion holes 6 and 6a as those described above are formed in the steel plates 3 and 3a, and particularly in accordance with the shape of the seismic isolation device 1, 1a. L-shaped, T
It is desirable to form the insertion holes 6 and 6a in the shape of a letter or a cross.

【0012】次に本発明に係る免震装置の取付作業につ
いて説明すると、先ず、各免震装置1、1a…の挿通部
位5にアンカーボルトA、Aa…を挿通する様に、免震
装置1、1a…をコンクリート基礎B上に載置固定した
後、免震装置1、1a…上に土台Cを、該土台Cに貫設
した挿通孔D内をアンカーボルトA、Aa…を挿通させ
る様にして敷設し、そしてアンカーボルトA、Aa…の
突端部に座金E及びナットNを取り付けて、図5に示す
様に、コンクリート基礎Bに対し免震装置1、1a…及
び土台Cを緊結すると共に、コンクリート基礎Bと土台
C間に免震装置1、1a…を介設する。
[00 12] Next will be described. Attaching work of the seismic isolation device according to the present invention, first, the vibration isolating apparatus 1, 1a ... anchor bolt A in the insertion portion 5 of, as inserting the Aa ..., the isolator After mounting and fixing 1, 1a on the concrete foundation B, the base C is mounted on the seismic isolation device 1, 1a, and the anchor bolts A, Aa are inserted through the insertion holes D penetrating the base C. Laying in this manner, and attaching washers E and nuts N to the projecting ends of the anchor bolts A, Aa ..., As shown in FIG. 5 , seismic isolation devices 1, 1a. At the same time, seismic isolation devices 1, 1a ... Are provided between the concrete foundation B and the base C.

【0013】次に本発明に係る木造建築物における免震
装置の作用について説明すると、コンクリート基礎B上
の木造建築物Wは土台Cを介して免震装置1、1a…、
3a…上に載置固定されており、地震発生時に免震装置
1、1a…の弾性作用により、地震による振動が木造建
築物Wに減衰して伝わり、木造建築物Wの揺れを減少さ
せる。
[00 13] Next, to explain the action of the seismic isolation system in wooden building according to the present invention, wooden buildings W on a concrete foundation B is isolator 1,1a via the base C ...,
3a ... is mounted and fixed on the wooden structure W. When an earthquake occurs, the vibration of the earthquake is attenuated and transmitted to the wooden building W by the elastic action of the seismic isolation devices 1, 1a.

【0014[00 14 ]

【発明の効果】要するに本発明は、上下一対の鋼板3、
3a間に複数の圧縮スプリング4、4a…を、鋼板3、
3aの外周縁部に沿う様に配設すると共に、圧縮スプリ
ング4、4a…の上下両端部を鋼板3、3aに固設した
免震主体部2aを、弾性を有した合成樹脂製のブロック
体2に内在させたので、金属製の免震主体部2a、即ち
鋼板3、3a及び圧縮スプリング4、4a…は外気と隔
絶されるため、鋼板3、3a及び圧縮スプリング4、4
a…の防錆性及び耐腐食性の向上を図ることが出来る。
In summary, the present invention provides a pair of upper and lower steel plates 3,
A plurality of compression springs 4, 4a ...
Blocks made of synthetic resin having elasticity are provided for the seismic isolation main body 2a which is arranged along the outer peripheral edge of 3a, and the upper and lower ends of the compression springs 4, 4a ... Are fixed to the steel plates 3, 3a. 2, the seismic isolation main body 2a made of metal, that is, the steel plates 3, 3a and the compression springs 4, 4a ... Is isolated from the outside air, so that the steel plates 3, 3a and the compression springs 4, 4a are isolated.
It is possible to improve the rust resistance and corrosion resistance of a.

【0015】又、免震主体部2aをブロック体2に内在
させたことによって、圧縮スプリング4、4a…を構成
する線材間及び内部空間内にもブロック体2を構成する
合成樹脂が存在するため、免震装置1、1a…の弾性作
用の向上を図ることが出来る。
[00 15] Further, by which the seismic isolation main portion 2a is inherent in block 2, the synthetic resin is present which constitutes between wires constituting the compression spring 4, 4a ... and block 2 in the inner space Therefore, the elastic action of the seismic isolation devices 1, 1a ... Can be improved.

【0016】又、コンクリート基礎Cにおけるアンカー
ボルトA、Aa…の挿通孔5を上下貫設したので、免震
装置1、1a…に対しコンクリート基礎Cにおけるアン
カーボルトA、Aa…を貫通させることが出来、よって
コンクリート基礎B上に載置した免震装置1、1a…
は、該免震装置1、1a…及びその上の土台Cを貫通し
たアンカーボルトA、Aa…と、該アンカーボルトA、
Aa…突端部に取付、螺嵌した座金E及びナットNによ
って、コンクリート基礎B及び土台C間に挟着固定され
て、コンクリート基礎Bと土台C間に免震装置1、1a
…を介設されるため、該免震装置1、1a…の弾性作用
により、地震による振動を減衰して木造建築物Wに伝え
るため、該木造建築物Wに作用する衝撃や振動を吸収、
緩和することが出来、木造建築物Wの破壊、倒壊を防止
することが出来る。
[00 16] In addition, the anchor bolt A in concrete foundation C, since Aa ... insertion hole 5 of the upper and lower penetrated, the relative isolator 1, 1a ... pass through anchor bolt A, Aa ... the in concrete foundation C Seismic isolation devices 1, 1a placed on the concrete foundation B.
... and the anchor bolts A, Aa ... Penetrating the seismic isolation devices 1, 1a ... And the base C thereon, and the anchor bolts A,
Aa ... It is clamped and fixed between the concrete foundation B and the foundation C by a washer E and a nut N which are attached to the projecting end portion and screwed, and the seismic isolation devices 1, 1a are provided between the concrete foundation B and the foundation C.
Since the seismic isolation devices 1, 1a, ... are interposed, the vibration due to the earthquake is attenuated and transmitted to the wooden building W by absorbing the shock and vibration acting on the wooden building W.
It can be mitigated, and the destruction and collapse of the wooden building W can be prevented.

【0017】又、コンクリート基礎Cに対するアンカー
ボルトA、Aa…の固設位置は現場によって異なるた
め、挿通孔5が円孔では免震装置1、1a…の取付位置
が制限されるが、挿通孔5を長孔にしたので、アンカー
ボルトA、Aa…に対する免震装置1、1a…の取付位
置を調節可能にすることが出来る。
[00 17] In addition, the anchor bolt A with respect to the concrete foundation C, because it varies depending Aa ... fixedly provided position site, although the insertion hole 5 is vibration isolating apparatus 1, 1a ... mounted position of is limited by circular holes, through Since the hole 5 is a long hole, the mounting positions of the seismic isolation devices 1, 1a ... With respect to the anchor bolts A, Aa.

【0018】又、上下一対の鋼板3、3a間に複数の圧
縮スプリング4、4a…を、鋼板3、3aの外周縁部に
沿う様に配設すると共に、圧縮スプリング4、4a…の
上下両端部を鋼板3、3aに固設した免震主体部2a
を、弾性を有した合成樹脂製のブロック体2に内在さ
せ、又コンクリート基礎CにおけるアンカーボルトA、
Aa…の挿通孔5を上下貫設可能な様に、鋼板3、3a
に長孔状の挿貫穴6、6aを貫設すると共に、ブロック
体2表面に挿貫穴の位置を表示したので、挿通孔5の形
成部位は挿貫穴6、6a内側でブロック体2を構成する
合成樹脂だけでなるため、各現場で異なるコンクリート
基礎Cに対するアンカーボルトA、Aa…の固設位置に
応じた挿通孔5を、現場で必要個数だけ貫設することが
出来る。
[00 18] Further, a plurality of compression springs 4, 4a ... between the pair of upper and lower steel plates 3, 3a, as well as arranged so as along the outer edge portion of the steel plate 3, 3a, the compression springs 4, 4a ... upper and lower Seismic isolation main body 2a with both ends fixed to steel plates 3 and 3a
Inside the block body 2 made of synthetic resin having elasticity, and the anchor bolt A in the concrete foundation C,
Steel plates 3 and 3a so that the insertion hole 5 of Aa ... can be vertically penetrated.
Since the through holes 6 and 6a in the shape of long holes are formed in the block body 2 and the positions of the through holes are displayed on the surface of the block body 2, the insertion hole 5 is formed inside the through hole 6 and 6a. Since it is made of only the synthetic resin that constitutes the above, it is possible to penetrate the required number of insertion holes 5 corresponding to the fixed positions of the anchor bolts A, Aa ... to the concrete foundation C that differ at each site.

【0019】又、コンクリート基礎Bと土台C間を連結
するのは免震装置1、1a…であって、害虫、特に白蟻
は免震装置1、1a…表面を這い上がらなければ土台C
に到達しないが、ブロック体2に防虫剤を混在させたの
で、コンクリート基礎B側からのと土台Cへの害虫の這
い上がりを防止することが出来る等その実用的効果甚だ
大なるものである。
[00 19] In addition, to connect them concrete foundation B and the base C is an isolator 1, 1a ..., pests, unless termites rise crawl isolator 1, 1a ... surface foundation C
However, since the block body 2 is mixed with the insect repellent, it is possible to prevent the pests from climbing up from the concrete foundation B side to the base C, which is a great practical effect.

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Correction target item name] Brief description of drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る免震装置の2パターンの平面図で
ある。
FIG. 1 is a plan view of two patterns of a seismic isolation device according to the present invention.

【図2】図1(a)のA−A拡大断面図である。FIG. 2 is an enlarged cross-sectional view taken along the line AA of FIG.

【図3】図1(b)のB−B断面図である。 FIG. 3 is a sectional view taken along line BB of FIG.

【図4】アンカーボルトの貫通孔を後形成する免震装置
の断面図である。
[Fig. 4] Seismic isolation device for forming a through hole of an anchor bolt afterwards
FIG.

図5】免震装置の設置状態を示す要部正面図である。 FIG. 5 is a front view of the main parts showing the installed state of the seismic isolation device.

図6】他の形状の免震装置の平面図である。 FIG. 6 is a plan view of a seismic isolation device having another shape.

図7】従来の土台の敷設状態を示す要部拡大正面図で
ある。
FIG. 7 is an enlarged front view of an essential part showing a conventional laid state of a base.

【符号の説明】 2 ブロック体 2a 免震主体部 3、3a 鋼板 4、4a… 圧縮スプリング 5 挿通孔 6、6a 挿貫穴[Explanation of reference numerals] 2 block body 2a seismic isolation main body 3, 3a steel plate 4, 4a ... compression spring 5 insertion hole 6, 6a insertion hole

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 上下一対の鋼板間に複数の圧縮スプリン
グを、鋼板の外周縁部に沿う様に配設すると共に、圧縮
スプリングの上下両端部を鋼板に固設した免震主体部
を、弾性を有した合成樹脂製のブロック体に内在させ、
又コンクリート基礎におけるアンカーボルトの挿通孔を
上下貫設したことを特徴とする木造建築物における免震
装置。
1. A plurality of compression springs are arranged between a pair of upper and lower steel plates along the outer peripheral edge of the steel plates, and a seismic isolation main body in which both upper and lower ends of the compression springs are fixed to the steel plate is elastic. In a block made of synthetic resin having
Further, a seismic isolation device for a wooden building characterized by vertically inserting through holes for anchor bolts in a concrete foundation.
【請求項2】 挿通孔を長孔にしたことを特徴とする請
求項1の木造建築物における免震装置。
2. The seismic isolation device for a wooden building according to claim 1, wherein the insertion hole is a long hole.
【請求項3】 上下一対の鋼板間に複数の圧縮スプリン
グを、鋼板の外周縁部に沿う様に配設すると共に、圧縮
スプリングの上下両端部を鋼板に固設した免震主体部
を、弾性を有した合成樹脂製のブロック体に内在させ、
又コンクリート基礎におけるアンカーボルトの挿通孔を
上下貫設可能な様に、鋼板に長孔状の挿貫穴を貫設する
と共に、ブロック体表面に挿貫穴の位置を表示したこと
を特徴とする木造建築物における免震装置。
3. A plurality of compression springs are arranged between a pair of upper and lower steel plates along the outer peripheral edge of the steel plates, and a seismic isolation main body in which both upper and lower ends of the compression springs are fixed to the steel plate is elastic. In a block made of synthetic resin having
Further, it is characterized in that a long hole-shaped through hole is formed in the steel plate and the position of the through hole is displayed on the surface of the block so that the through hole of the anchor bolt in the concrete foundation can be vertically penetrated. Seismic isolation device for wooden buildings.
【請求項4】 ブロック体に防虫剤を混在させたことを
特徴とする請求項1、2又は3の木造建築物における免
震装置。
4. The seismic isolation device for a wooden building according to claim 1, 2 or 3, wherein the block body is mixed with an insect repellent.
JP8104098A 1996-03-29 1996-03-29 Base isolation device in wooden construction building Pending JPH09264079A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8104098A JPH09264079A (en) 1996-03-29 1996-03-29 Base isolation device in wooden construction building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8104098A JPH09264079A (en) 1996-03-29 1996-03-29 Base isolation device in wooden construction building

Publications (1)

Publication Number Publication Date
JPH09264079A true JPH09264079A (en) 1997-10-07

Family

ID=14371650

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8104098A Pending JPH09264079A (en) 1996-03-29 1996-03-29 Base isolation device in wooden construction building

Country Status (1)

Country Link
JP (1) JPH09264079A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006527340A (en) * 2003-06-11 2006-11-30 尹学▲軍▼ Compound spring
KR100888896B1 (en) * 2008-08-04 2009-03-16 오리코스포텍(주) Basilar layer with elasticity for playground
KR102034849B1 (en) * 2018-10-11 2019-10-21 고경민 In circuit tester device structure for improved safty
CN111479975A (en) * 2017-12-14 2020-07-31 帕马斯迪利沙股份公司 Dynamic vibration damping system for high-rise buildings
JP6982350B1 (en) * 2021-05-20 2021-12-17 和男 小山 Seismic isolation bearing device for structures

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006527340A (en) * 2003-06-11 2006-11-30 尹学▲軍▼ Compound spring
KR100888896B1 (en) * 2008-08-04 2009-03-16 오리코스포텍(주) Basilar layer with elasticity for playground
CN111479975A (en) * 2017-12-14 2020-07-31 帕马斯迪利沙股份公司 Dynamic vibration damping system for high-rise buildings
CN111479975B (en) * 2017-12-14 2022-03-29 帕马斯迪利沙股份公司 Dynamic vibration damping system for high-rise buildings
KR102034849B1 (en) * 2018-10-11 2019-10-21 고경민 In circuit tester device structure for improved safty
JP6982350B1 (en) * 2021-05-20 2021-12-17 和男 小山 Seismic isolation bearing device for structures

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