JP4404168B2 - Laminated body with lead struts for a structure seismic isolation support device and a structure seismic isolation support device provided with this laminate - Google Patents

Laminated body with lead struts for a structure seismic isolation support device and a structure seismic isolation support device provided with this laminate Download PDF

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JP4404168B2
JP4404168B2 JP30149398A JP30149398A JP4404168B2 JP 4404168 B2 JP4404168 B2 JP 4404168B2 JP 30149398 A JP30149398 A JP 30149398A JP 30149398 A JP30149398 A JP 30149398A JP 4404168 B2 JP4404168 B2 JP 4404168B2
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lead
hollow portion
support device
hole
seismic isolation
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JP2000130503A (en
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郁夫 下田
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Oiles Corp
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Oiles Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、ビルディング、集合住宅、戸建住宅、橋桁、高架道路等の構造物を地震から保護しつつ支持する免震支持装置に用いて好適な鉛支柱入り積層体及びこの積層体を具備した構造物免震支持装置に関する。
【0002】
【発明が解決しようとする課題】
構造物を地震から保護するための免震支持装置として、従来、一対の剛性板としての一対の剛性補強板とこの一対の剛性補強板間に交互に積層されて配された弾性層と剛性層とを具備した積層体内に、積層方向に弾性層と剛性層とを貫通して伸びた中空部を設け、この中空部に圧入等の方法を用いてエネルギ吸収体としての鉛からなる鉛支柱を配すると共に、一対の剛性補強板の夫々に溶接止めされた封止部材、例えば剪断キー部材でもって中空部の両端を密封してなる鉛支柱入り積層体が用いられたものがある。
【0003】
鉛支柱入り積層体に対しては、その出荷前若しくは免震支持装置としての組み立て前に、通常、その性能試験が実施されるが、その結果において設計値通りの所定の剪断降伏荷重特性値を満たさないような鉛支柱入り積層体を発見する場合がある。剪断降伏荷重特性値を満足しない主な原因は、中空部に配された鉛量の不足に基づく中空部における隙間の存在等によると考えられることから、これを解消するために圧入により中空部に鉛を追加したり、鉛を追加する代わりに、既に中空部に配された鉛を加圧するようにして円板状の鋼片を中空部に詰めたりするが、この際、剛性補強板に既に溶接止めされた剪断キー等の封止部材を一旦取り外すという、生産性、コスト等の面で非常に面倒な作業が必要になる。
【0004】
以上の問題は、一対の剛性補強板を設けることなしに、弾性層と剛性層とを具備した積層体の上下面の夫々に直接に剛性板として、基礎等の下部構造物とビルディング等の上部構造物とに取り付けるためのフランジプレートを加硫接着等により固着して設け、このフランジプレートに溶接止めされた剪断キー部材等でもって中空部の両端を密封してなる鉛支柱入り積層体においても同様に生じ得るのである。
【0005】
本発明は、前記諸点に鑑みてなされたものであって、その目的とするところは、中空部に配された鉛を容易に増量し得る構造物免震支持装置用の鉛支柱入り積層体及びこの積層体を具備した構造物免震支持装置を提供することにある。
【0006】
【課題を解決するための手段】
本発明の第一の態様の構造物免震支持装置用の鉛支柱入り積層体は、一対の剛性板とこの一対の剛性板間に交互に積層されて配された弾性層及び剛性層とを具備した積層体内に、積層方向に少なくとも弾性層と剛性層とを貫通して伸び且つ積層方向の一端が封止された少なくとも一個の中空部を設け、この中空部に鉛支柱としての鉛を配すると共に、中空部の積層方向の他端を、当該他端側に配された剛性板に固設された封止部材をもって封止し、この封止部材に、中空部と外部とを連通する貫通孔を設けると共に、この貫通孔において、中空部の鉛量を調整するための調量栓を設けてなるものである。
【0007】
第一の態様の鉛支柱入り積層体によれば、封止部材に中空部の鉛量を調整するための調量栓を設けてなるものであるから、剛性板に対する封止部材の溶接止め等による固着を解除することなしに、封止部材に対する調量栓の位置を調節して貫通孔まで延在した鉛を更に中空部まで押込んだり、封止部材から調量栓を一旦取り外して貫通孔を介して鉛を中空部に追加したりして、容易に中空部の鉛を増量することができる。
【0008】
本発明の第二の態様の鉛支柱入り積層体は、第一の態様の鉛支柱入り積層体において、中空部の積層方向の他端側に配された剛性板に貫通孔を設け、この貫通孔に封止部材として剪断キー部材を配してなるものである。
【0009】
第二の態様の鉛支柱入り積層体によれば、構造物免震支持装置のフランジプレートへの剪断方向に関する固定部材となる剪断キー部材を封止部材として用いるために、封止部材と剪断キー部材との両方を準備する必要がなく、しかも、いずれか一方の取り付け作業を省き得る。
【0010】
本発明の第三の態様の鉛支柱入り積層体は、第一又は第二の態様の鉛支柱入り積層体において、調量栓を封止部材に螺合してなるものである。
【0011】
第三の態様の鉛支柱入り積層体によれば、調量栓を封止部材に螺合しているために、封止部材に対する調量栓の位置を連続的に細かく調節できる上に、中空部への鉛の押込み、圧入を容易に行うことができる。
【0012】
本発明の第四の態様の鉛支柱入り積層体は、第三の態様の鉛支柱入り積層体において、中空部の鉛量調整を行い得るように、調量栓を回転させて調量栓の封止部材への螺合状態を変化させる調量栓回転手段を調量栓の外部露出面側に設けてなる。
【0013】
調量栓回転手段の一つの好ましい例として、調量栓の露出表面に凹設された例えば六角凹所等の角付き凹所を挙げることができるが、その他の例として、調量栓の露出表面に凸設された例えば六角突起のような角形突起又は調量栓回転ジグと噛合い係合する多数の凹所若しくは突起等を挙げることができる。
【0014】
本発明の第五の態様の鉛支柱入り積層体は、第一から第四の態様のいずれかの鉛支柱入り積層体において、封止部材に設けられた貫通孔を介して外部から中空部へ鉛を補充できるように、調量栓を取り外し自在に封止部材に設けてなるものである。
【0015】
第五の態様の鉛支柱入り積層体のように、調量栓を取り外し自在に封止部材に設けることにより、貫通孔に延在した鉛のみの中空部への追加では、所定の剪断降伏荷重特性値を得られない場合、外部からの鉛を中空部に容易に追加できるようになる。
【0016】
本発明の第六の態様の鉛支柱入り積層体は、第一から第五の態様のいずれかの鉛支柱入り積層体において、中空部を円柱状に形成し、封止部材に設けられた貫通孔を、中空部の径よりも小さい径をもった円孔で形成してなるものである。
【0017】
第六の態様の鉛支柱入り積層体によれば、小径の貫通孔から大径の中空部に鉛を追加できるために、調量栓に加える圧入力をそれほど必要としなく、容易に圧入作業を行い得、しかも、調量栓に加わる鉛からの反力も小さいものとなり、封止部材への調量栓の係止機構が強度的に低いものであっても、係止機構が壊れるというような事態を少なくできる。
【0018】
本発明の第七の態様の鉛支柱入り積層体は、第一から第六の態様のいずれかの鉛支柱入り積層体において、鉛を中空部及び貫通孔に密に配してなるものである。
【0019】
本発明の第八の態様の鉛支柱入り積層体は、第一から第七の態様のいずれかの鉛支柱入り積層体において、調量栓をめくら栓とすべく、積層方向における調量栓の長さを鉛封止部材の厚みよりも十分に短くして、調量栓を形成してなるものである。
【0020】
第八の態様の鉛支柱入り積層体によれば、調量栓を鉛封止部材から突出させることをなくし得るから、構造物免震支持装置のフランジプレート又は支持する上部の構造物に、調量栓を受容するような特別な加工等を施す必要がなく、而して、通常のフランジプレートを用いることができ、また上部構造物に対して通常の施工を行い得る。
【0021】
本発明の鉛支柱入り積層体では、中空部を複数個設け、各中空部に鉛支柱としての鉛を配してもよく、この場合、全ての中空部に対して鉛量を調整できるようにしてもよいが、一部の中空部に対してのみ鉛量を調整できるようにしてもよい。また、中空部の積層方向の一端を当該一端側の剛性板自体により封止してもよいが、これに代えて、中空部の積層方向の他端と同様に、封止部材として剪断キー部材を剛性板に固設して中空部の積層方向の一端を封止してもよく、更に、中空部の積層方向の一端においても、中空部に対して鉛量を調整できるようにしてもよく、このように両端のいずれにおいても鉛量を調整できるようにすると、鉛支柱入り積層体の方向性がなくなり好ましい場合がある。
【0022】
上記のいずれの態様の鉛支柱入り積層体においても、剛性板としては、弾性層に加硫接着されて当該弾性層に固着された剛性補強板でも、また、基礎及び上部構造物等に取り付けるためのフランジプレートでもよい。弾性層に直接加硫接着されたフランジプレートを具備する鉛支柱入り積層体では、これをそのまま基礎、地盤等の下部の構造物とビルディング等の上部の構造物との間に設置することができる。
【0023】
本発明の構造物免震支持装置は、上記の態様のいずれかの鉛支柱入り積層体を具備しており、両剛性板のそれぞれが剛性補強板であって、剛性補強板にフランジプレートが取り付けられてなる。
【0024】
本発明の他の態様の構造物免震支持装置では、フランジプレートには、調量栓が設けられた封止部材の貫通孔に連通した貫通孔が形成されている。
【0025】
フランジプレートにも貫通孔を設けることにより、フランジプレートを鉛支柱入り積層体にボルト等により固着した後でも、中空部の鉛量を調量栓を介して調整できるようになる。
【0026】
【発明の実施の形態】
以下、本発明及び本発明の実施の形態を、図に示す好ましい例に基づいて更に説明する。
【0027】
図1から図3において、本例の構造物免震支持装置用の鉛支柱入り積層体1は、一対の剛性板としての一対の剛性補強板2及び3と剛性補強板2及び3間に交互に積層されて配された複数個の弾性層4及び剛性層5とを具備した積層体6内に、積層方向に剛性補強板2及び3並びに弾性層4及び剛性層5を貫通して伸び且つ積層方向の一端7が封止された中空部8を設け、中空部8に鉛支柱としての鉛9を配すると共に、中空部8の積層方向の他端10を、当該他端10側に配された剛性補強板2に固設された封止部材としての円板状の剪断キー部材11をもって封止し、剪断キー部材11の中央に、一端では鉛支柱としての鉛9が配された中空部8に開口する一方、他端では外部に開口して中空部8と外部とを連通する貫通孔12を設けると共に、貫通孔12の一端と他端との間において、中空部8の鉛量を調整するための調量栓13を設けてなるものである。
【0028】
剛性補強板2及び3の夫々は、剛性層5を構成する鋼板よりも厚肉の鋼板から形成されており、夫々の中央部には、中空部8の他端10及び一端7を構成する段付き貫通孔21及び22が穿設されており、円形状の貫通孔21には、前記の剪断キー部材11が剛性補強板2に溶接により固設されて配されており、同じく円形状の貫通孔22にも、他の封止部材としての円板状の剪断キー部材23が剛性補強板3に溶接により固設されて配されている。剛性補強板2及び3の夫々の露出上面24及び下面25には、後述する構造物免震支持装置26の上下のフランジプレート27及び28を取り付けるための複数のねじ穴29及び30が穿設されている。
【0029】
弾性層4は、天然ゴム板、粘弾性ゴム板、減衰ゴム板等からなり、剛性補強板2及び3並びに鋼板からなる剛性層5に対して剪断方向F(図4参照)に滑らないように夫々に加硫接着されている。
【0030】
円柱状の積層体6は、更に、剛性補強板2及び3並びに弾性層4及び剛性層5の外周面を覆って弾性層4と一体に形成された円筒状の被覆層35を具備している。
【0031】
鉛9は、中空部8に加えて貫通孔12まで延在して、これらに密に配されている。本例ではねじ孔として形成された貫通孔12は、その直径が円柱状の中空部8の径よりも小さい径の円孔でもって形成されている。
【0032】
調量栓13は、貫通孔12において剪断キー部材11に螺合して且つ貫通孔12を介して外部から中空部8へ鉛9を補充できるように、剪断キー部材11から取り外し自在に設けられている。調量栓13の外部露出面36側には、中空部8の鉛量調整を行い得るように、調量栓13を回転させて調量栓13の剪断キー部材11への螺合状態を変化させる調量栓回転手段としての六角凹所37が形成されている。調量栓13は、剪断キー部材11に対してめくら栓となるべく、積層方向におけるその長さが剪断キー部材11の厚みよりも十分に短くなるように、形成されている。
【0033】
以上の鉛支柱入り積層体1では、その出荷又は図4に示すような構造物免震支持装置26に組み立てられる前に、通常、その性能試験が実施される。この性能試験の結果において、鉛支柱入り積層体1が設計値通りの所定の剪断降伏荷重特性値を満たさないような場合であって、その原因が中空部8への鉛9の封入量の不足と考えられる場合には、鉛支柱入り積層体1では、六角凹所37に回転ジグの先端を挿入して調量栓13を回転して、調量栓13を貫通孔12に更に螺入し、貫通孔12において調量栓13と貫通孔12の一端との間に延在した鉛9を中空部8へ押し込んで中空部8の鉛9に補充することにより、中空部8の鉛9の量を増大させることができ、所定の剪断降伏荷重特性値を満たすようにすることができる。
【0034】
また鉛支柱入り積層体1では、貫通孔12に鉛9が延在していない場合又は上記の押し込みによっても、なお中空部8の鉛9の量が不足していると考えられる場合には、調量栓13を貫通孔12から一旦取り外して、貫通孔12に新たな鉛を供給して、その後、調量栓13を貫通孔12に螺入し、貫通孔12に供給された新たな鉛9を中空部8へ押し込むことにより、上記と同様に、中空部8の鉛9の量を増大させることができ、而して、所定の剪断降伏荷重特性値を満たすようにすることができる。
【0035】
したがって、鉛支柱入り積層体1では、剛性補強板2に既に溶接止めされた剪断キー11を一旦取り外すという、生産性、コスト等の面で非常に面倒な作業を必要としなくなる。
【0036】
所定の剪断降伏荷重特性値を満たすようにされた鉛支柱入り積層体1は、図4に示すように、構造物免震支持装置26に用いられる。この際、構造物免震支持装置26の上下の鋼板からなるフランジプレート27及び28は、ねじ穴29及び30に螺合されたボルト41及び42の夫々により鉛支柱入り積層体1の上下面に取り付けられる。構造物免震支持装置26は、フランジプレート28が基礎、地盤等の下部の構造物45にアンカーボルト46を介して固定され、フランジプレート27がビルディング等の上部の構造物47にアンカーボルト48を介して固定されて、構造物45と構造物47との間に介在されて、地震による水平方向(剪断方向F)の振動に対して、構造物47を免震支持する。
【0037】
上記の鉛支柱入り積層体1は、一対の剛性板として剛性補強板2及び3を有した積層体6からなるが、剛性補強板2及び3を省いて、図5に示すように、一対の剛性板として上下のフランジプレート27及び28を最上位の弾性層4及び最下位の弾性層4に直接加硫接着して、鉛支柱入り積層体1を形成してもよく、上下のフランジプレート27及び28を一対の剛性板として具備した図5に示す鉛支柱入り積層体1では、これをそのまま構造物免震支持装置26として基礎、地盤等の下部の構造物45とビルディング等の上部の構造物47との間に設置することができる。図5に示す鉛支柱入り積層体1では、封止部材として剪断キー部材11を特に用いることなしに、フランジプレート27の上面50から突出しない単なる環状の蓋部材51であってもよい。
【0038】
また図4に示す構造物免震支持装置26では、フランジプレート27を取り付けた後は、ボルト41を取り外さない限り、中空部8の鉛量調整を行い得ないが、図6に示すように、調量栓13が設けられた剪断キー部材11の貫通孔12に連通すると共に貫通孔12の径よりも大径の円形の貫通孔61をフランジプレート27に形成して、フランジプレート27を鉛支柱入り積層体1にボルト等により固着した後でも、中空部8の鉛量を調量栓13を介して調整できるようにしてもよい。
【0039】
【発明の効果】
中空部に配された鉛を容易に増量し得る構造物免震支持装置用の鉛支柱入り積層体及びこの積層体を具備した構造物免震支持装置を提供することができる。
【図面の簡単な説明】
【図1】本発明の鉛支柱入り積層体の好ましい一実施の形態の例の断面図である。
【図2】図1に示す例の平面図である。
【図3】図1に示す例の調量栓を取り外した一部拡大図である。
【図4】図1に示す例の積層体を用いた本発明の構造物免震支持装置の好ましい一実施の形態の例の断面図である。
【図5】本発明の鉛支柱入り積層体の好ましい他の実施の形態の例の断面図である。
【図6】本発明の構造物免震支持装置の好ましい他の実施の形態の例の断面図である。
【符号の説明】
1 構造物免震支持装置用の鉛支柱入り積層体
2、3 剛性補強板
4 弾性層
5 剛性層
6 積層体
8 中空部
9 鉛
11 剪断キー部材
12 貫通孔
13 調量栓
[0001]
BACKGROUND OF THE INVENTION
The present invention includes a laminated body including lead struts suitable for use in a seismic isolation support device that supports structures such as buildings, apartment houses, detached houses, bridge girders, and elevated roads while protecting them from earthquakes. The present invention relates to a structure seismic isolation device.
[0002]
[Problems to be solved by the invention]
Conventionally, as a seismic isolation support device for protecting a structure from an earthquake, a pair of rigid reinforcement plates as a pair of rigid plates, and an elastic layer and a rigid layer arranged alternately between the pair of rigid reinforcement plates A hollow portion extending through the elastic layer and the rigid layer in the laminating direction, and a lead strut made of lead as an energy absorber using a method such as press fitting in the hollow portion. In addition, there is a sealing member that is welded to each of a pair of rigid reinforcing plates, for example, a laminate including lead struts in which both ends of a hollow portion are sealed with a shear key member.
[0003]
For the laminated body with lead struts, its performance test is usually carried out before shipping or assembling as a seismic isolation support device, and as a result, a predetermined shear yield load characteristic value as designed is obtained. There is a case of finding a lead-supported laminate that does not meet the requirements. The main reason why the shear yield load characteristic value is not satisfied is thought to be due to the presence of gaps in the hollow part due to the lack of the amount of lead arranged in the hollow part. Instead of adding lead or adding lead, press the lead already arranged in the hollow part and pack the disk-shaped steel pieces into the hollow part. A very troublesome work in terms of productivity, cost, and the like is required in which a sealing member such as a shear key that has been welded is temporarily removed.
[0004]
The above problem is that without providing a pair of rigid reinforcing plates, the upper and lower surfaces of the laminate including the elastic layer and the rigid layer are directly used as the rigid plates on the upper and lower surfaces of the foundation and the upper part of the building. Also in a laminated structure with lead struts in which a flange plate to be attached to a structure is fixed by vulcanization adhesion or the like, and both ends of the hollow portion are sealed with a shear key member welded to the flange plate It can happen as well.
[0005]
The present invention has been made in view of the above-described points, and the object of the present invention is to provide a lead-supported laminated body for a structure seismic isolation support device capable of easily increasing the amount of lead arranged in the hollow portion, and An object of the present invention is to provide a structure seismic isolation support device including the laminate.
[0006]
[Means for Solving the Problems]
The laminated body with lead struts for the structure seismic isolation support device according to the first aspect of the present invention includes a pair of rigid plates and an elastic layer and a rigid layer that are alternately stacked between the pair of rigid plates. In the laminated body provided, at least one hollow portion extending through at least the elastic layer and the rigid layer in the lamination direction and sealed at one end in the lamination direction is provided, and lead as a lead column is arranged in the hollow portion. In addition, the other end of the hollow portion in the stacking direction is sealed with a sealing member fixed to a rigid plate disposed on the other end side, and the hollow portion and the outside communicate with the sealing member. While providing a through-hole, the through-hole is provided with a metering plug for adjusting the amount of lead in the hollow portion.
[0007]
According to the laminate with lead struts of the first aspect, since the metering plug for adjusting the lead amount of the hollow portion is provided on the sealing member, the sealing member is welded to the rigid plate, etc. Without releasing the sticking due to, adjust the position of the metering plug relative to the sealing member and push the lead extending to the through hole further into the hollow part, or once remove the metering plug from the sealing member and penetrate The lead in the hollow part can be easily increased by adding lead to the hollow part through the hole.
[0008]
The laminated body with lead struts according to the second aspect of the present invention is the laminated body with lead struts according to the first aspect, wherein a through-hole is provided in a rigid plate disposed on the other end side in the laminating direction of the hollow portion. A shear key member is arranged in the hole as a sealing member.
[0009]
According to the laminated body with lead struts of the second aspect, the sealing member and the shearing key are used because the shearing key member that is a fixing member with respect to the shearing direction to the flange plate of the structure seismic isolation support device is used as the sealing member. It is not necessary to prepare both of the members, and any one of the mounting operations can be omitted.
[0010]
The laminated body with lead struts of the third aspect of the present invention is the laminated body with lead struts of the first or second aspect, wherein the metering plug is screwed to the sealing member.
[0011]
According to the laminated body with lead struts of the third aspect, since the metering plug is screwed to the sealing member, the position of the metering plug with respect to the sealing member can be continuously finely adjusted and hollow. It is possible to easily push and press-fit lead into the part.
[0012]
The laminated body with lead struts of the fourth aspect of the present invention is the laminated body with lead struts of the third aspect, wherein the metering stopper is rotated so that the lead amount of the hollow portion can be adjusted. A metering plug rotating means for changing the screwed state to the sealing member is provided on the externally exposed surface side of the metering plug.
[0013]
As one preferred example of the metering plug rotating means, for example, a cornered recess such as a hexagonal recess provided in the exposed surface of the metering plug can be cited. As another example, the metering plug is exposed. Examples thereof include a rectangular protrusion such as a hexagonal protrusion or a large number of recesses or protrusions that mesh with and engage with a metering plug rotating jig.
[0014]
The laminated body with lead struts of the fifth aspect of the present invention is the laminated body with lead struts according to any of the first to fourth aspects, from the outside to the hollow part through the through hole provided in the sealing member. The metering plug is detachably provided on the sealing member so that lead can be replenished.
[0015]
Like the laminate with lead struts of the fifth aspect, by providing the metering plug in the sealing member so as to be removable, it is possible to add a predetermined shear yield load to the lead-only hollow portion extending to the through hole. When the characteristic value cannot be obtained, lead from the outside can be easily added to the hollow portion.
[0016]
The laminated body with lead struts of the sixth aspect of the present invention is the laminated body with lead struts according to any one of the first to fifth aspects, wherein the hollow portion is formed in a cylindrical shape and is provided in the sealing member. The hole is formed by a circular hole having a diameter smaller than the diameter of the hollow portion.
[0017]
According to the laminated body with lead struts of the sixth aspect, lead can be added from the small-diameter through hole to the large-diameter hollow portion. In addition, the reaction force from the lead applied to the metering plug is small, and the locking mechanism is broken even if the metering plug locking mechanism to the sealing member is low in strength. The situation can be reduced.
[0018]
The laminated body with lead struts according to the seventh aspect of the present invention is the laminated body with lead struts according to any one of the first to sixth aspects, wherein lead is densely arranged in the hollow portion and the through hole. .
[0019]
The laminated body with lead struts according to the eighth aspect of the present invention is the laminated body with lead struts according to any one of the first to seventh aspects. The metering plug is formed by making the length sufficiently shorter than the thickness of the lead sealing member.
[0020]
According to the laminated body with lead struts of the eighth aspect, it is possible to eliminate the metering plug from protruding from the lead sealing member. Therefore, it is possible to adjust the flange plate of the structure seismic isolation support device or the upper structure to be supported. There is no need to perform special processing or the like to receive the volume stopper, so that a normal flange plate can be used, and normal construction can be performed on the superstructure.
[0021]
In the laminate with lead struts of the present invention, a plurality of hollow portions may be provided, and lead as a lead strut may be arranged in each hollow portion. In this case, the lead amount can be adjusted for all the hollow portions. However, the lead amount may be adjusted only for some of the hollow portions. Further, one end of the hollow portion in the stacking direction may be sealed by the rigid plate itself on the one end side, but instead, like the other end of the hollow portion in the stacking direction, a shear key member is used as a sealing member. May be fixed to a rigid plate to seal one end of the hollow portion in the stacking direction, and the lead amount may be adjusted with respect to the hollow portion at one end of the hollow portion in the stacking direction. In this way, if the lead amount can be adjusted at both ends, the directionality of the laminated body with lead struts may be lost, which may be preferable.
[0022]
In any of the above-described laminates with lead struts, the rigid plate may be a rigid reinforcing plate that is vulcanized and bonded to the elastic layer and fixed to the elastic layer. The flange plate may be used. In a laminated structure with lead struts having a flange plate that is directly vulcanized and bonded to the elastic layer, it can be installed directly between the lower structure such as the foundation and the ground and the upper structure such as the building. .
[0023]
The structure seismic isolation support device of the present invention includes the laminated body including the lead struts according to any one of the above aspects, each of the rigid plates is a rigid reinforcing plate, and the flange plate is attached to the rigid reinforcing plate. It will be.
[0024]
In the structure seismic isolation support device of another aspect of the present invention, the flange plate is formed with a through hole communicating with the through hole of the sealing member provided with the metering plug.
[0025]
By providing the through hole in the flange plate, the lead amount in the hollow portion can be adjusted through the metering plug even after the flange plate is fixed to the laminated body with the lead struts with bolts or the like.
[0026]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention and the embodiments of the present invention will be further described based on preferred examples shown in the drawings.
[0027]
1 to 3, the laminated body 1 with lead columns for the structure seismic isolation support device of this example is alternately arranged between a pair of rigid reinforcing plates 2 and 3 and a pair of rigid reinforcing plates 2 and 3 as a pair of rigid plates. And extends through the rigid reinforcing plates 2 and 3 and the elastic layer 4 and the rigid layer 5 in the laminating direction, in the laminated body 6 having a plurality of elastic layers 4 and the rigid layer 5 arranged in layers. A hollow portion 8 having one end 7 in the stacking direction sealed is provided, lead 9 as a lead strut is disposed in the hollow portion 8, and the other end 10 in the stacking direction of the hollow portion 8 is disposed on the other end 10 side. The disk is sealed with a disc-shaped shear key member 11 as a sealing member fixed to the rigid reinforcing plate 2, and a hollow in which lead 9 as a lead strut is arranged at one end in the center of the shear key member 11. A through hole 12 that opens to the portion 8 and opens to the outside at the other end to communicate the hollow portion 8 with the outside is provided. Both between the one end and the other end of the through hole 12 is made by providing a metering plug 13 for adjusting the amount of lead in the hollow portion 8.
[0028]
Each of the rigid reinforcing plates 2 and 3 is formed of a steel plate that is thicker than the steel plate that constitutes the rigid layer 5, and a step that constitutes the other end 10 and one end 7 of the hollow portion 8 at each center portion. The through-holes 21 and 22 are perforated, and the shear key member 11 is fixed to the rigid reinforcing plate 2 by welding in the circular through-hole 21. Also in the hole 22, a disc-like shear key member 23 as another sealing member is fixedly disposed on the rigid reinforcing plate 3 by welding. A plurality of screw holes 29 and 30 for attaching upper and lower flange plates 27 and 28 of a structure seismic isolation support device 26 described later are formed in the exposed upper surface 24 and lower surface 25 of the rigid reinforcing plates 2 and 3, respectively. ing.
[0029]
The elastic layer 4 is made of a natural rubber plate, a viscoelastic rubber plate, a damping rubber plate or the like, and does not slip in the shear direction F (see FIG. 4) with respect to the rigid reinforcing plates 2 and 3 and the rigid layer 5 made of a steel plate. Each is vulcanized and bonded.
[0030]
The columnar laminate 6 further includes a cylindrical covering layer 35 that is integrally formed with the elastic layer 4 so as to cover the outer peripheral surfaces of the rigid reinforcing plates 2 and 3 and the elastic layer 4 and the rigid layer 5. .
[0031]
The lead 9 extends to the through hole 12 in addition to the hollow portion 8 and is densely arranged in these. In this example, the through hole 12 formed as a screw hole is formed by a circular hole having a diameter smaller than that of the cylindrical hollow portion 8.
[0032]
The metering plug 13 is detachably provided from the shear key member 11 so that the lead 9 can be replenished to the hollow portion 8 from the outside through the through hole 12 by screwing into the shear key member 11. ing. On the externally exposed surface 36 side of the metering plug 13, the metering plug 13 is rotated to change the screwing state of the metering plug 13 to the shear key member 11 so that the lead amount of the hollow portion 8 can be adjusted. A hexagonal recess 37 is formed as a metering plug rotating means. The metering plug 13 is formed such that its length in the stacking direction is sufficiently shorter than the thickness of the shear key member 11 so as to be a blind plug with respect to the shear key member 11.
[0033]
In the above-described laminated body 1 with lead struts, a performance test is usually performed before shipping or assembling into the structure seismic isolation support device 26 as shown in FIG. As a result of this performance test, the lead-supported laminated body 1 does not satisfy a predetermined shear yield load characteristic value as designed, and the cause thereof is an insufficient amount of lead 9 enclosed in the hollow portion 8. In the case of the laminated body 1 with lead struts, the tip of the rotary jig is inserted into the hexagonal recess 37 to rotate the metering plug 13, and the metering plug 13 is further screwed into the through hole 12. The lead 9 extending between the metering plug 13 and one end of the through-hole 12 in the through-hole 12 is pushed into the hollow portion 8 to replenish the lead 9 in the hollow portion 8, thereby The amount can be increased to meet a predetermined shear yield load characteristic value.
[0034]
Moreover, in the laminated body 1 with lead struts, when the lead 9 does not extend into the through-hole 12 or when the amount of the lead 9 in the hollow portion 8 is considered to be insufficient even by the above pushing, The metering plug 13 is temporarily removed from the through hole 12, and new lead is supplied to the through hole 12. Then, the metering plug 13 is screwed into the through hole 12, and the new lead supplied to the through hole 12. By pushing 9 into the hollow portion 8, the amount of lead 9 in the hollow portion 8 can be increased in the same manner as described above, and therefore, a predetermined shear yield load characteristic value can be satisfied.
[0035]
Therefore, in the laminated body 1 including the lead struts, it is not necessary to perform a very troublesome work in terms of productivity, cost, and the like of once removing the shearing key 11 that is already welded to the rigid reinforcing plate 2.
[0036]
As shown in FIG. 4, the laminated body 1 with lead struts configured to satisfy a predetermined shear yield load characteristic value is used in a structure seismic isolation support device 26. At this time, the flange plates 27 and 28 made of upper and lower steel plates of the structure seismic isolation support device 26 are placed on the upper and lower surfaces of the laminated body 1 with lead struts by bolts 41 and 42 screwed into the screw holes 29 and 30, respectively. It is attached. In the structure seismic isolation support device 26, the flange plate 28 is fixed to a lower structure 45 such as a foundation or the ground via an anchor bolt 46, and the flange plate 27 attaches an anchor bolt 48 to an upper structure 47 such as a building. The structure 47 is interposed between the structure 45 and the structure 47 to support the structure 47 in a seismic isolation manner against the vibration in the horizontal direction (shear direction F) caused by the earthquake.
[0037]
The above-mentioned laminated body 1 with lead struts is composed of a laminated body 6 having rigid reinforcing plates 2 and 3 as a pair of rigid plates, but omits the rigid reinforcing plates 2 and 3 and, as shown in FIG. The upper and lower flange plates 27 and 28 may be directly vulcanized and bonded to the uppermost elastic layer 4 and the lowermost elastic layer 4 as rigid plates to form the laminated body 1 with lead struts. 5 and 28 as a pair of rigid plates, the laminated structure 1 with lead struts shown in FIG. 5 is used as it is as a structure seismic isolation support device 26 for the lower structure 45 such as the foundation and the ground and the upper structure such as the building. It can be installed between the object 47. In the laminated body 1 with lead struts shown in FIG. 5, a simple annular lid member 51 that does not protrude from the upper surface 50 of the flange plate 27 may be used without particularly using the shear key member 11 as a sealing member.
[0038]
Further, in the structure seismic isolation support device 26 shown in FIG. 4, after the flange plate 27 is attached, the lead amount of the hollow portion 8 cannot be adjusted unless the bolt 41 is removed. The flange plate 27 is formed with a circular through hole 61 communicating with the through hole 12 of the shear key member 11 provided with the metering plug 13 and having a diameter larger than the diameter of the through hole 12. Even after being fixed to the laminated laminate 1 with bolts or the like, the lead amount of the hollow portion 8 may be adjusted via the metering plug 13.
[0039]
【The invention's effect】
It is possible to provide a laminated body with lead struts for a structure seismic isolation support device that can easily increase the amount of lead arranged in the hollow portion, and a structure seismic isolation support device including this laminate.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of an example of a preferred embodiment of a laminate with lead struts of the present invention.
FIG. 2 is a plan view of the example shown in FIG.
FIG. 3 is a partially enlarged view with the metering stopper of the example shown in FIG. 1 removed.
FIG. 4 is a cross-sectional view of an example of a preferred embodiment of the structure seismic isolation support device of the present invention using the laminated body of the example shown in FIG.
FIG. 5 is a cross-sectional view of an example of another preferred embodiment of a laminate with lead struts of the present invention.
FIG. 6 is a cross-sectional view of another preferred embodiment of the structure seismic isolation support device of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Laminated body 2 with lead support for structure seismic isolation support device 3, 3 Rigid reinforcement board 4 Elastic layer 5 Rigid layer 6 Laminated body 8 Hollow part 9 Lead 11 Shear key member 12 Through-hole 13 Metering plug

Claims (7)

一対の剛性板とこの一対の剛性板間に交互に積層されて配された弾性層及び剛性層とを具備した積層体内に、積層方向に少なくとも弾性層と剛性層とを貫通して伸び且つ積層方向の一端が封止された少なくとも一個の中空部を設け、この中空部に鉛支柱としての鉛を配すると共に、中空部の積層方向の他端を、当該他端側に配された剛性板に固設された封止部材をもって封止し、この封止部材に、一端では鉛支柱としての鉛が配された中空部に開口する一方、他端では外部に開口して中空部と外部とを連通する貫通孔を設けると共に、この貫通孔の一端と他端との間において、中空部の鉛量を調整するための調量栓を、当該調量栓の回転で貫通孔において調量栓と貫通孔の一端との間に延在した鉛を中空部の鉛に補充できると共に貫通孔を介して外部からの鉛を中空部の鉛に補充できるように螺合して取り外し自在に設けてなり、中空部を円柱状に形成し、封止部材に設けられた貫通孔を、中空部の径よりも小さい径をもった円孔で形成してなる、構造物免震支持装置用の鉛支柱入り積層体。  In a laminate comprising a pair of rigid plates and elastic layers and rigid layers arranged alternately between the pair of rigid plates, the laminate extends in the laminating direction and penetrates at least the elastic layer and the rigid layer. A rigid plate provided with at least one hollow portion whose one end in the direction is sealed, with lead as a lead strut disposed in the hollow portion, and the other end in the stacking direction of the hollow portion disposed on the other end side The sealing member is sealed with a sealing member fixed to the opening, and the sealing member is opened at one end to a hollow portion where lead as a lead column is disposed, while the other end is opened to the outside, and the hollow portion and the outside A metering plug for adjusting the lead amount in the hollow portion between one end and the other end of the through hole, and a metering plug in the through hole by rotating the metering plug. Can be replenished to the lead in the hollow portion and lead through the through hole. The lead from the outside is screwed so that it can be replenished to the lead in the hollow part, and is detachable, the hollow part is formed in a columnar shape, and the through hole provided in the sealing member A laminated body with lead struts for a structure seismic isolation support device, which is formed by a circular hole having a smaller diameter. 中空部の積層方向の他端側に配された剛性板に他の貫通孔を設け、この他の貫通孔に封止部材として剪断キー部材を配してなる請求項1に記載の構造物免震支持装置用の鉛支柱入り積層体。  2. The structure exemption according to claim 1, wherein another through hole is provided in the rigid plate disposed on the other end side in the stacking direction of the hollow portion, and a shear key member is disposed as a sealing member in the other through hole. Laminated body with lead struts for seismic support devices. 中空部の鉛量調整を行い得るように、調量栓を回転させて調量栓の封止部材への螺合状態を変化させる調量栓回転手段を調量栓の外部露出面側に設けてなる請求項1又は2に記載の構造物免震支持装置用の鉛支柱入り積層体。  A metering plug rotating means that rotates the metering plug to change the screwing state of the metering plug to the sealing member is provided on the externally exposed surface side of the metering plug so that the lead amount of the hollow portion can be adjusted. The laminated body containing a lead strut for the structure seismic isolation support device according to claim 1 or 2. 鉛を中空部及び貫通孔に密に配してなる請求項1から3のいずれか一項に記載の構造物免震支持装置用の鉛支柱入り積層体。  The laminated body containing a lead column for a structure seismic isolation support device according to any one of claims 1 to 3, wherein lead is densely arranged in the hollow portion and the through hole. 調量栓をめくら栓とすべく、積層方向における調量栓の長さを封止部材の厚みよりも十分に短くして、調量栓を形成してなる請求項1から4のいずれか一項に記載の構造物免震支持装置用の鉛支柱入り積層体。  The length of the metering plug in the stacking direction is sufficiently shorter than the thickness of the sealing member to form the metering plug so that the metering plug is a blind plug. A laminated body with lead struts for the structure seismic isolation support device described in the paragraph. 請求項1から5のいずれか一項に記載の構造物免震支持装置用の鉛支柱入り積層体を具備した構造物免震支持装置であって、両剛性板のそれぞれが剛性補強板であって、剛性補強板には、フランジプレートが取り付けられている構造物免震支持装置。  6. A structure seismic isolation support device comprising a lead-supported laminated body for a structure seismic isolation support device according to any one of claims 1 to 5, wherein each of the rigid plates is a rigid reinforcement plate. A structure-isolated support device with a flange plate attached to the rigid reinforcement plate. フランジプレートには、調量栓が設けられた封止部材の貫通孔に連通した貫通孔が形成されている請求項6に記載の構造物免震支持装置。  7. The structure seismic isolation support device according to claim 6, wherein a through hole communicating with the through hole of the sealing member provided with the metering plug is formed in the flange plate.
JP30149398A 1998-10-22 1998-10-22 Laminated body with lead struts for a structure seismic isolation support device and a structure seismic isolation support device provided with this laminate Expired - Lifetime JP4404168B2 (en)

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