JPH10292668A - Construction method for fitting base isolation device - Google Patents

Construction method for fitting base isolation device

Info

Publication number
JPH10292668A
JPH10292668A JP9601697A JP9601697A JPH10292668A JP H10292668 A JPH10292668 A JP H10292668A JP 9601697 A JP9601697 A JP 9601697A JP 9601697 A JP9601697 A JP 9601697A JP H10292668 A JPH10292668 A JP H10292668A
Authority
JP
Japan
Prior art keywords
base plate
lower base
isolation device
main body
seismic isolation
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
Application number
JP9601697A
Other languages
Japanese (ja)
Other versions
JP3700096B2 (en
Inventor
Mitsuru Sone
満 曽根
Nobuaki Goto
延明 後藤
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP09601697A priority Critical patent/JP3700096B2/en
Publication of JPH10292668A publication Critical patent/JPH10292668A/en
Application granted granted Critical
Publication of JP3700096B2 publication Critical patent/JP3700096B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To facilitate the replacing work, and to secure the fitting accuracy by temporarily fixing a support material and a lower base plate to a recessed part arranged on a foundation concrete floor surface, and placing concrete so as to fit a device main body to a top surface of the base plate. SOLUTION: At the time of placing a foundation concrete floor surface 2, a fitting part of a device main body is formed with a recessed part 3, and a form is formed in the periphery of the recessed part 3. Concrete is placed through a hole 1a of a lower base plate 1 from a bottom surface of the recessed part 3 to a height of a lower surface of the lower base plate 1 so as to form a fitting part 10. Continuously, the form is removed after forming the fitting part 10, and while a bolt 7 is removed from a long nut 8, and all of a pair of support materials 4 and receives 5 are removed. The lower base plate 1 is thereby integrated with the fitting part 10, and a lower surface of the device main body is fitted onto the base plate 1. With this structure, the device main body is easily replaced by removing the bolt and each flange of the top surface and the lower surface of the device main body, and the work execution efficiency and fitting accuracy are improved.

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、建物の下部に設置
される免震装置の取付工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of mounting a seismic isolation device installed at a lower part of a building.

【0002】[0002]

【従来の技術】建築物に対する免震装置の従来の取付工
法は、例えば図5に示すように基礎底A上にベースプレ
ート受け架台Bを配置固定し、ベースプレートCの上面
までコンクリートDを打設して取付部Eを形成し、免震
装置本体Fの下部フランジ部を前記ベースプレートCに
ナットGで締め付け固定するものであった。このナット
Gの締め付けのために、前記ベースプレートCにはナッ
トGを螺合する長ナットHが予め溶接されると共に、こ
の長ナットHにアンカーボルトIが垂設されている。
又、図6に示すように免震装置本体Fの上下面と上下の
取付部のコンクリート面J、Kとの間に、精度確保のた
めに上部ベースプレートL及び下部ベースプレートMを
それぞれ介在させて取り付けるのが通常である。
2. Description of the Related Art In a conventional mounting method of a seismic isolation device for a building, a base plate receiving base B is arranged and fixed on a base bottom A as shown in FIG. Thus, a mounting portion E is formed, and a lower flange portion of the seismic isolation device main body F is fixed to the base plate C by a nut G. In order to tighten the nut G, a long nut H for screwing the nut G is welded to the base plate C in advance, and an anchor bolt I is suspended from the long nut H.
In addition, as shown in FIG. 6, the upper base plate L and the lower base plate M are interposed between the upper and lower surfaces of the seismic isolation device main body F and the concrete surfaces J and K of the upper and lower mounting portions to ensure accuracy. Is usually the case.

【0003】[0003]

【発明が解決しようとする課題】上記従来の取付工法に
よると、ベースプレート受け架台Bによる取付部Eの形
成に際してベースプレートCの精度確保が難しいこと、
このベースプレートCの設置のためにベースプレート受
け架台Bを必要とし、且つこのベースプレート受け架台
Bは打設したコンクリートD内に埋設されることからコ
スト高になってしまう等の問題があった。又、免震装置
本体の上下面に介在させるベースプレートのうち、下部
ベースプレートは免震装置本体をセッティングする際に
精度確保のために必要であるが、上部プレートは免震装
置本体の上面に直接コンクリートを打設しても精度の点
で問題はない。従って、上部ベースプレートを廃止すれ
ば、コストダウンと施工の合理化を図れる可能性がある
が、免震装置本体の交換がし難くなったり、交換後の精
度に誤差が生じる等の問題が生じる。
According to the above-mentioned conventional mounting method, it is difficult to secure the accuracy of the base plate C when the mounting portion E is formed by the base plate receiving base B.
The installation of the base plate C requires a base plate receiving base B, and the base plate receiving base B is buried in the concrete D which has been cast. In addition, of the base plates interposed between the upper and lower surfaces of the seismic isolator main body, the lower base plate is necessary for ensuring accuracy when setting the seismic isolator main body, but the upper plate is directly connected to the upper surface of the seismic isolator main body with concrete. There is no problem in terms of accuracy even if the casting is performed. Therefore, if the upper base plate is abolished, there is a possibility that cost reduction and rationalization of construction may be achieved, but problems such as difficulty in replacing the seismic isolation device main body and errors in accuracy after replacement arise.

【0004】本発明は、このような従来の問題を解決す
るためになされ、従来のベースプレート受け架台を用い
ないで下部ベースプレートを容易に取り付けることがで
き、上部ベースプレートを廃止しても免震装置を簡単に
交換でき、しかも精度を保持できるようにした免震装置
の取付工法を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve such a conventional problem, and a lower base plate can be easily attached without using a conventional base plate receiving base. It is an object of the present invention to provide a method of mounting a seismic isolation device that can be easily replaced and maintain accuracy.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
めの具体的手段として、本発明は、免震装置本体の下面
を下部ベースプレートに受止させて取り付ける場合にお
いて、基礎コンクリート床面の前記免震装置本体取付部
に凹所を設け、この凹所の上部に支持材を差し渡して仮
固定し、この支持材の下に前記下部ベースプレートを仮
固定すると共に、この下部ベースプレートの下面に複数
本のアンカーボルトを吊り下げ、下部ベースプレートに
形成されたコンクリート充填用孔からコンクリートを流
し込んで前記凹所及び下部ベースプレートの下面までコ
ンクリートを打設することで下部ベースプレートを固定
し、この後前記支持材を除去して下部ベースプレートの
上面に前記免震装置本体の下面を取り付けることを要旨
とする。又、免震装置本体の上面に調整プレートを長ナ
ットと取付ボルトを介して取り付けると共に、前記長ナ
ットにアンカーボルトを立設し、前記調整プレートの上
にコンクリートを打設してフーチングを形成することを
要旨とするものである。
As a specific means for achieving the above object, the present invention relates to a method for mounting a base concrete floor surface in a case where a lower surface of a seismic isolation device body is received and attached to a lower base plate. A recess is provided in the mounting part of the seismic isolation device main body, a support material is temporarily fixed to the upper portion of the recess, and the lower base plate is temporarily fixed under the support material, and a plurality of lower base plates are provided on the lower surface of the lower base plate. An anchor bolt is suspended, concrete is poured from a concrete filling hole formed in the lower base plate, and concrete is poured into the recess and the lower surface of the lower base plate to fix the lower base plate. The gist of the present invention is to remove and attach the lower surface of the seismic isolation device body to the upper surface of the lower base plate. Also, an adjusting plate is mounted on the upper surface of the seismic isolation device via a long nut and a mounting bolt, an anchor bolt is erected on the long nut, and concrete is cast on the adjusting plate to form a footing. The gist is that.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を添付
図面に基づいて詳説する。図1、図2は下部ベースプレ
ート1の設置工法を示すもので、先ず基礎コンクリート
床面2を打設する際に、免震装置本体(図略)の取付部
となる箇所に凹所3を形成する。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIGS. 1 and 2 show a method of installing a lower base plate 1. First, when a foundation concrete floor 2 is cast, a recess 3 is formed at a location to be a mounting portion of a seismic isolation device body (not shown). I do.

【0007】次に、凹所3の上方に一対の支持材4を差
し渡して仮固定する。即ち、支持材4は断面L型の鋼材
で形成され、両端部には側方が開口した箱型の脚部4a
が取り付けられており、前記凹所3の両側に対峙させて
基礎コンクリート床面2にそれぞれ仮固定した一対の受
け具5に、前記脚部4aをそれぞれボルトで固定するこ
とにより取り付けられる。この支持材4は、図2に示す
ように高さ調整ボルト6を調整することで水平出しを容
易に行えるようにしてある。
Next, a pair of support members 4 are extended over the recesses 3 and temporarily fixed. That is, the support member 4 is formed of a steel material having an L-shaped cross section, and has a box-shaped leg portion 4a having a side opening at both ends.
The legs 4a are respectively fixed to a pair of receiving members 5 temporarily fixed to the foundation concrete floor surface 2 so as to face both sides of the concave portion 3 by bolts. The support member 4 can be easily leveled out by adjusting the height adjustment bolt 6 as shown in FIG.

【0008】前記下部ベースプレート1は、鋼製であっ
て円形に形成されその中心部にコンクリート充填用の孔
1aが開けられ、周辺部には一定の間隔をあけて取付孔
1bが円周方向に沿って設けられている。この下部ベー
スプレート1は、適宜位置の数個の取付孔1bを利用し
て前記一対の支持材4の下面にボルト7で仮固定され
る。
The lower base plate 1 is made of steel and is formed in a circular shape. A hole 1a for filling concrete is formed in the center of the lower base plate 1, and mounting holes 1b are circumferentially provided at regular intervals in a peripheral portion. It is provided along. The lower base plate 1 is temporarily fixed to the lower surfaces of the pair of support members 4 with bolts 7 using several mounting holes 1b at appropriate positions.

【0009】前記ボルト7は、下部ベースプレート1の
下面に取り付けた円筒状の長ナット8に螺合され、更に
この長ナット8の下部にはアンカーボルト9が取り付け
られる。下部ベースプレート1の取り付けに関与しない
残りの取付孔1bにもすべてボルト7と長ナット8及び
アンカーボルト9がそれぞれ取り付けられる。従って、
下部ベースプレート1は、一対の支持材4の下面に吊り
下げ状態で保持され、複数本のアンカーボルト9は前記
凹所3内に垂れ下がった状態となる。
The bolt 7 is screwed to a cylindrical long nut 8 attached to the lower surface of the lower base plate 1, and an anchor bolt 9 is attached to a lower portion of the long nut 8. The bolt 7, the long nut 8, and the anchor bolt 9 are all mounted on the remaining mounting holes 1 b not involved in the mounting of the lower base plate 1. Therefore,
The lower base plate 1 is held in a suspended state on the lower surfaces of the pair of support members 4, and the plurality of anchor bolts 9 are suspended in the recess 3.

【0010】この後、凹所3の周囲に型枠(図略)を形
成し、前記下部ベースプレート1の孔1aからコンクリ
ートを流し込んで凹所3の底面から下部ベースプレート
1の下面に至る高さまでコンクリートを打設して取付部
10が形成される。これにより、前記長ナット8及びア
ンカーボルト9はいずれも取付部10内に埋設され、こ
の取付部10の上面には下部ベースプレート1が固定さ
れることになる。そして、取付部10の形成後に、型枠
を外すと共にボルト7を長ナット8から外し、前記一対
の支持材4及び受け具5をすべて除去する。
Thereafter, a formwork (not shown) is formed around the recess 3 and concrete is poured from the hole 1a of the lower base plate 1 so that the concrete reaches the height from the bottom surface of the recess 3 to the lower surface of the lower base plate 1. And the mounting portion 10 is formed. As a result, both the long nut 8 and the anchor bolt 9 are embedded in the mounting portion 10, and the lower base plate 1 is fixed to the upper surface of the mounting portion 10. Then, after the formation of the mounting portion 10, the mold is removed and the bolt 7 is removed from the long nut 8, and the pair of support members 4 and the receiving member 5 are all removed.

【0011】このようにして、下部ベースプレート1を
取付部10と一体的に設ければ、従来のようなベースプ
レート受け架台Bが不要となり、且つ支持材4は取付部
10内に埋設されないため、前記のように取り外して他
の取付部への転用、盛り替えが可能となる。又、作業は
すべて基礎コンクリート床面2上で行えるため、作業が
し易く施工能率を著しく高めることができる。
In this way, if the lower base plate 1 is provided integrally with the mounting portion 10, the conventional base plate receiving base B becomes unnecessary, and the support member 4 is not embedded in the mounting portion 10. , And can be diverted to another mounting part and re-arranged. In addition, since all operations can be performed on the foundation concrete floor 2, the operation is easy and the construction efficiency can be significantly improved.

【0012】前記下部ベースプレート1上には、その取
付孔1b及びボルト7を利用して免震装置本体の下面
(図示は省略したがフランジ部)が取り付けられる。こ
の場合、下部ベースプレート1の取付精度は±2mm程
度であり、しかも前記凹所3には基礎コンクリート床面
2の配筋が存在せず、この配筋による干渉がないため免
震装置本体の精度を容易に確保することができる。
A lower surface (a flange (not shown)) of the seismic isolation device is mounted on the lower base plate 1 using the mounting holes 1b and the bolts 7. In this case, the mounting accuracy of the lower base plate 1 is about ± 2 mm, and furthermore, there is no reinforcement of the foundation concrete floor surface 2 in the recess 3 and there is no interference by this reinforcement, so that the accuracy of the seismic isolation device body is Can be easily secured.

【0013】図3は、従来の上部ベースプレートLを用
いないで、免震装置本体11の上面に鋼製の厚さ約4.
5mm程度の調整プレート12を介在させて取り付ける
工法を示すものである。
FIG. 3 shows a conventional steel base plate 11 having a thickness of about 4.
This figure shows a method of mounting with an adjustment plate 12 of about 5 mm interposed.

【0014】この場合、図4に示すように、免震装置本
体11の上面フランジ部11aには一定の間隔をあけて
取付孔11bが円周方向に沿って設けられ、これらの取
付孔11bに対応させて前記調整プレート12には通孔
12aが設けられており、取付孔11bと通孔12aと
を合わせて円筒状の長ナット13を配置し、フランジ部
11aの下からボルト14を長ナット13の下部に螺合
し、アンカーボルト15を長ナット13の上部に螺挿す
ることで、免震装置本体11の上面に調整プレート12
を固定する。この後、前記調整プレート12を利用して
型枠(図略)を形成し、コンクリート16を打設するこ
とにより上部の取付部17(フーチング等)を形成す
る。
In this case, as shown in FIG. 4, mounting holes 11b are provided in the upper flange portion 11a of the main body 11 of the seismic isolation device at regular intervals along the circumferential direction. Correspondingly, the adjusting plate 12 is provided with a through hole 12a, a cylindrical long nut 13 is arranged by aligning the mounting hole 11b and the through hole 12a, and a bolt 14 is inserted from below the flange portion 11a by the long nut. 13, and an anchor bolt 15 is screwed into an upper portion of the long nut 13, so that the adjustment plate 12
Is fixed. Thereafter, a mold (not shown) is formed using the adjustment plate 12, and concrete 16 is cast to form an upper mounting portion 17 (footing or the like).

【0015】このようにして、免震装置本体11と取付
部17とを一体化すると、前記長ナット13及びアンカ
ーボルト15は取付部17内に埋設され、この取付部1
7の下面に前記調整プレート12が固定されることにな
る。従って、従来の上部ベースプレートLが不要となる
と共に、この上部ベースプレートLの取付作業を省ける
ことからコストダウン及び施工の効率化が可能となる。
尚、前記コンクリート16の打設の際、各ボルト14を
下から支持して落下しないようにすれば、打設後はコン
クリート16により固定されるため前記長ナット13の
溶接は不要となる。
When the main body 11 of the seismic isolation device and the mounting portion 17 are integrated as described above, the long nut 13 and the anchor bolt 15 are buried in the mounting portion 17.
The adjustment plate 12 is fixed to the lower surface of the plate 7. Accordingly, the conventional upper base plate L is not required, and the mounting work of the upper base plate L can be omitted, so that the cost can be reduced and the construction efficiency can be improved.
When the concrete 16 is cast, if the bolts 14 are supported from below so as not to fall down, the bolt 16 is fixed by the concrete 16 after the casting, so that the welding of the long nut 13 becomes unnecessary.

【0016】免震装置本体11の交換時には、前記ボル
ト14を外せば、免震装置本体11の上面フランジ部1
1aを上部取付部17から外すことができる。更に、下
面フランジ部11cを止めているボルト18を外せば、
免震装置本体11を交換することができる。
At the time of replacement of the seismic isolation device main body 11, if the bolt 14 is removed, the upper surface flange portion 1 of the seismic isolation device main body 11 is removed.
1a can be removed from the upper mounting portion 17. Furthermore, if the bolt 18 holding the lower surface flange 11c is removed,
The seismic isolation device body 11 can be replaced.

【0017】この交換時に、前記調整プレート12は上
部取付部17側に残留するので、コンクリート16の下
面が露出することはなく、免震装置本体の取替作業が容
易にできると共に、新しい免震装置本体のセッティング
が容易になり且つその精度を確保するに役立つ。
At the time of this replacement, the adjusting plate 12 remains on the upper mounting portion 17 side, so that the lower surface of the concrete 16 is not exposed, the replacement work of the seismic isolation device body can be easily performed, and a new seismic isolation device can be used. This facilitates the setting of the apparatus main body and helps to ensure its accuracy.

【0018】[0018]

【発明の効果】以上説明したように、請求項1の発明に
よれば、吊り下げ方式により下部ベースプレートを容易
に取り付けることができるため、従来のベースプレート
受け架台が不要になり、且つ吊り下げ用の支持材は打設
コンクリート内に埋設されず、取り外して転用、盛り替
えが可能であることから、施工の効率化と取付精度の向
上及びコストダウンを図ることができる。又、基礎コン
クリート床面上で作業できるため、施工がし易く作業性
の向上が図れ、しかも免震装置本体の取付部は基礎コン
クリート床の配筋の干渉を受けないため、精度の確保が
容易にできる等の優れた効果を奏する。更に、請求項2
の発明によれば、免震装置本体の上面に調整プレートを
介して取付部を形成できるようにしたので、従来の上部
ベースプレートが不要になり、コストダウンと施工の合
理化を図ることができる。又、調整プレートは、コンク
リート打設の際に型枠の一部として兼用することがで
き、免震装置本体の交換時にはコンクリート下面の露出
を防止し、交換作業の容易化と精度確保が可能になる等
の優れた効果を奏する。
As described above, according to the first aspect of the present invention, the lower base plate can be easily attached by the suspension method, so that the conventional base plate receiving base is not required, and the suspension base for the suspension can be used. Since the supporting material is not buried in the cast concrete and can be removed and diverted and replaced, the efficiency of construction, the accuracy of mounting and the cost can be reduced. In addition, the work can be performed on the foundation concrete floor surface, which facilitates construction and improves workability. In addition, the mounting part of the seismic isolation device main body does not receive interference with the reinforcement of the foundation concrete floor, so it is easy to secure accuracy. It has excellent effects such as being able to be used. Further, claim 2
According to the invention, the mounting portion can be formed on the upper surface of the main body of the seismic isolation device via the adjustment plate, so that the conventional upper base plate is not required, and the cost can be reduced and the construction can be rationalized. In addition, the adjustment plate can also be used as a part of the formwork when placing concrete, preventing exposure of the concrete bottom surface when replacing the seismic isolation device body, enabling easy replacement work and ensuring accuracy. It has excellent effects such as becoming.

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

【図1】本発明に係る吊り下げ方式による下部ベースプ
レートの設置工法を示す平面図である。
FIG. 1 is a plan view showing a method of installing a lower base plate by a suspension method according to the present invention.

【図2】同、要部の断面図である。FIG. 2 is a sectional view of a main part of the same.

【図3】本発明に係る調整プレートを介しての免震装置
本体上部取付工法を示す概略断面図である。
FIG. 3 is a schematic cross-sectional view showing a method of mounting an upper part of a seismic isolation device via an adjustment plate according to the present invention.

【図4】同、要部の拡大断面図である。FIG. 4 is an enlarged sectional view of a main part of the same.

【図5】従来のベースプレート受け架台による取付状態
を示す説明図である。
FIG. 5 is an explanatory view showing a mounting state using a conventional base plate receiving gantry.

【図6】従来の上下ベースプレートを用いての取付状態
を示す説明図である。
FIG. 6 is an explanatory view showing a mounting state using a conventional upper and lower base plate.

【符号の説明】[Explanation of symbols]

1…下部ベースプレート 2…基礎コンクリート床面 3…凹所 4…支持材 5…受け具 6…高さ調整ボルト 7…ボルト 8…長ナット 9…アンカーボルト 10…取付部 11…免震装置本体 12…調整プレート 13…長ナット 14…ボルト 15…アンカーボルト 16…コンクリート 17…取付部 18…ボルト DESCRIPTION OF SYMBOLS 1 ... Lower base plate 2 ... Foundation concrete floor surface 3 ... Recess 4 ... Support material 5 ... Receptacle 6 ... Height adjustment bolt 7 ... Bolt 8 ... Long nut 9 ... Anchor bolt 10 ... Mounting part 11 ... Seismic isolation device main body 12 ... Adjustment plate 13 ... Long nut 14 ... Bolt 15 ... Anchor bolt 16 ... Concrete 17 ... Mounting part 18 ... Bolt

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】免震装置本体の下面を下部ベースプレート
に受止させて取り付ける場合において、基礎コンクリー
ト床面の前記免震装置本体取付部に凹所を設け、この凹
所の上部に支持材を差し渡して仮固定し、この支持材の
下に前記下部ベースプレートを仮固定すると共に、この
下部ベースプレートの下面に複数本のアンカーボルトを
吊り下げ、下部ベースプレートに形成されたコンクリー
ト充填用孔からコンクリートを流し込んで前記凹所及び
下部ベースプレートの下面までコンクリートを打設する
ことで下部ベースプレートを固定し、この後前記支持材
を除去して下部ベースプレートの上面に前記免震装置本
体の下面を取り付けることを特徴とする免震装置の取付
工法。
When a lower surface of a main body of a seismic isolation device is received and mounted on a lower base plate, a recess is provided in a base concrete floor surface at a mounting portion of the main body of the seismic isolation device, and a support member is provided on an upper portion of the recess. The lower base plate is temporarily fixed under the support material, and a plurality of anchor bolts are hung on the lower surface of the lower base plate, and concrete is poured from a concrete filling hole formed in the lower base plate. The lower base plate is fixed by pouring concrete up to the lower surface of the recess and the lower base plate, and thereafter, the support material is removed and the lower surface of the seismic isolation device body is attached to the upper surface of the lower base plate. To install seismic isolation devices.
【請求項2】免震装置本体の上面に調整プレートを長ナ
ットと取付ボルトを介して取り付けると共に、前記長ナ
ットにアンカーボルトを立設し、前記調整プレートの上
にコンクリートを打設してフーチングを形成することを
特徴とする免震装置の取付工法。
2. An adjusting plate is mounted on an upper surface of a seismic isolation device main body via a long nut and a mounting bolt, an anchor bolt is erected on the long nut, and concrete is cast on the adjusting plate for footing. A method of mounting a seismic isolation device, characterized by forming
JP09601697A 1997-04-14 1997-04-14 Seismic isolation device installation method Expired - Fee Related JP3700096B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09601697A JP3700096B2 (en) 1997-04-14 1997-04-14 Seismic isolation device installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09601697A JP3700096B2 (en) 1997-04-14 1997-04-14 Seismic isolation device installation method

Publications (2)

Publication Number Publication Date
JPH10292668A true JPH10292668A (en) 1998-11-04
JP3700096B2 JP3700096B2 (en) 2005-09-28

Family

ID=14153452

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09601697A Expired - Fee Related JP3700096B2 (en) 1997-04-14 1997-04-14 Seismic isolation device installation method

Country Status (1)

Country Link
JP (1) JP3700096B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031684A (en) * 2006-07-27 2008-02-14 Hitachi Ltd Module structure and building construction method
JP2012102603A (en) * 2011-12-12 2012-05-31 Hitachi Ltd Module structure
JP2012167510A (en) * 2011-02-16 2012-09-06 Toda Constr Co Ltd Jig for fixing seismic isolation baseplate and fixing method
JP2015040420A (en) * 2013-08-22 2015-03-02 大成建設株式会社 Base plate positioning system
JP2022190768A (en) * 2021-06-15 2022-12-27 株式会社Com Base plate for seismic isolation device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031684A (en) * 2006-07-27 2008-02-14 Hitachi Ltd Module structure and building construction method
US8091311B2 (en) 2006-07-27 2012-01-10 Hitachi, Ltd. Composite integrated module and method for constructing a building
JP2012167510A (en) * 2011-02-16 2012-09-06 Toda Constr Co Ltd Jig for fixing seismic isolation baseplate and fixing method
JP2012102603A (en) * 2011-12-12 2012-05-31 Hitachi Ltd Module structure
JP2015040420A (en) * 2013-08-22 2015-03-02 大成建設株式会社 Base plate positioning system
JP2022190768A (en) * 2021-06-15 2022-12-27 株式会社Com Base plate for seismic isolation device

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