JP2012225352A - Base isolation support tool - Google Patents

Base isolation support tool Download PDF

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JP2012225352A
JP2012225352A JP2011090677A JP2011090677A JP2012225352A JP 2012225352 A JP2012225352 A JP 2012225352A JP 2011090677 A JP2011090677 A JP 2011090677A JP 2011090677 A JP2011090677 A JP 2011090677A JP 2012225352 A JP2012225352 A JP 2012225352A
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support member
seismic isolation
lower support
support plate
screw shaft
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Yoritaka Sasaki
頼孝 佐々木
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Toyo Tire Corp
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Toyo Tire and Rubber Co Ltd
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PROBLEM TO BE SOLVED: To provide a base isolation support tool improved so as to conquer the problem on a conventional height adjustment, that is, to easily and conveniently make a height adjustment.SOLUTION: This base isolation support tool is formed by interposing a base isolation part 3 between an upper support member 1 on the upper structure side and a lower support member 2 on the lower structure side, includes a screw mechanism B of straddling the lower support member 2 and the base isolation part 3, and is constituted so that a vertical interval between the upper support member 1 and the lower support member 2 can be changed and set by rotatably operating the screw mechanism B. The screw mechanism B is constituted by having a screw shaft 13 fixed to the lower support member 2 and arranged in a rising state on a lower end rigid flange of the base isolation part 3 so as to be relatively rotatable and relatively liftable, and a nut member 14 threadedly installed on the screw shaft 13 between upper-lower parts of the lower end rigid flange 10 and the lower support member 2.

Description

本発明は、上部構造体側の上部支持部材と、下部構造体側の下部支持部材との間に免震部を介装して成る免震支承具に関するものである。   The present invention relates to a seismic isolation bearing device in which a seismic isolation part is interposed between an upper support member on the upper structure side and a lower support member on the lower structure side.

戸建住宅、倉庫、仮設ハウスなどの構造物を免震化する免震支承具としては、特許文献1や特許文献2において開示されたものが知られている。特許文献1のものは、上部構造体である上部躯体(16)側の上部支持部材である上部フランジ(18)と、下部構造体である基盤(12)側の下部支持部材である下部フランジ(14)と、それらの上下間に介装される積層ゴム構造の免震部(10)とから構成されている。   As seismic isolation bearings for isolating structures such as detached houses, warehouses, and temporary houses, those disclosed in Patent Document 1 and Patent Document 2 are known. The thing of patent document 1 is the upper flange (18) which is an upper support member by the side of the upper housing (16) which is an upper structure, and the lower flange which is a lower support member by the side of the base | substrate (12) which is a lower structure ( 14) and the seismic isolation part (10) of the laminated rubber structure interposed between those upper and lower sides.

特許文献2のものは、上部構造体であるビーム(5)と下部構造体である床スラブ(4)との上下間に免震部であるアイソレータ(3)を介装して成るものであり、アイソレータ(3)は空気ばね(9)と積層ゴム(8)とを上下に設けて構成されている。空気ばね(9)の上部台座(15)が上部支持部材として、また積層ゴム(8)の基板(13)が下支持部材としてそれぞれ機能している。   In Patent Document 2, an isolator (3) that is a seismic isolation part is interposed between a beam (5) that is an upper structure and a floor slab (4) that is a lower structure. The isolator (3) includes an air spring (9) and a laminated rubber (8) provided up and down. The upper base (15) of the air spring (9) functions as an upper support member, and the substrate (13) of the laminated rubber (8) functions as a lower support member.

これらの免震支承具を用いて免震支承される構造物の水平を出すためなどにより、免震支承具の上端高さ位置、即ち高さ調節を行いたいときがある。従来の免震支承具には高さ調節機能は持たされていないので、そのような場合には、例えば土を盛る又は削ることで免震支承具を置く基盤自体の高さを変更設定していた。しかしながらこの手段では微調整は不可である上、あまりに非効率であって常用できるものではない。   There are times when it is desired to adjust the height of the upper end of the seismic isolation bearing, that is, the height, for example, to level the structure to be seismically isolated using these seismic isolation bearings. Conventional seismic isolation bearings do not have a height adjustment function. In such cases, for example, the height of the base on which the seismic isolation bearings are placed is changed by setting or cutting the soil. It was. However, this means cannot be finely adjusted, and is too inefficient and cannot be used regularly.

特許文献2に示されるように空気ばねを有する免震支承具の場合には、特許文献3にて開示される技術の適用により、空気ばねを構成するダイヤフラム内への空気増減、即ち圧力調整によって高さ変更調節を行う構成を採ることも可能である。しかしながら、この手段では精度良く高さ調整をすることは難しいものであった。   In the case of a seismic isolation bearing having an air spring as shown in Patent Document 2, by applying the technique disclosed in Patent Document 3, the air is increased or decreased into the diaphragm constituting the air spring, that is, by pressure adjustment. It is also possible to adopt a configuration for adjusting the height change. However, it has been difficult to accurately adjust the height with this means.

特開2007−205492号公報JP 2007-205492 A 特開2009−287273号公報JP 2009-287273 A 特開2004−058779号公報Japanese Patent Application Laid-Open No. 2004-058879

本発明の目的は、従来における高さ調整に関する問題点を克服すること、即ち、簡単で便利に精度良く高さ調整が行えるように改善された免震支承具を提供する点にある。   An object of the present invention is to overcome the conventional problems related to height adjustment, that is, to provide an improved seismic isolation bearing so that height adjustment can be performed easily and conveniently with high accuracy.

請求項1に係る発明は、上部構造体側の上部支持部材1と、下部構造体側の下部支持部材2との間に免震部3を介装して成る免震支承具において、
前記上部支持部材1又は前記下部支持部材2と前記免震部3とに跨るネジ機構Bを設け、前記ネジ機構Bが回し操作されることによって前記上部支持部材1と前記下部支持部材2との上下間隔が変更設定可能に構成されていることを特徴とするものである。
The invention according to claim 1 is a seismic isolation support comprising an upper isolation member 3 interposed between an upper support member 1 on the upper structure side and a lower support member 2 on the lower structure side.
A screw mechanism B straddling the upper support member 1 or the lower support member 2 and the seismic isolation portion 3 is provided, and the screw mechanism B is rotated to operate the upper support member 1 and the lower support member 2. The vertical interval is configured to be changeable.

請求項2に係る発明は、請求項1に記載の免震支承具において、前記免震部3の下端剛性フランジ10と前記下部支持部材2との何れか一方に相対回動不能に係止され、かつ、何れか他方に相対回動可能に嵌装される上下向きのネジ軸13と、前記他方と相対回動可能な状態で、かつ、前記下端剛性フランジ10と前記下部支持部材2との上下間にて前記ネジ軸13に螺装されるナット部材14とを有して前記ネジ機構Bが構成されていることを特徴とするものである。   The invention according to claim 2 is the seismic isolation bearing device according to claim 1, and is locked to any one of the lower end rigid flange 10 of the seismic isolation portion 3 and the lower support member 2 so as not to be relatively rotatable. And an up-and-down screw shaft 13 fitted to one of the other so as to be relatively rotatable, a state of being relatively rotatable with respect to the other, and the lower end rigid flange 10 and the lower support member 2. The screw mechanism B is configured to have a nut member 14 screwed onto the screw shaft 13 between the upper and lower sides.

請求項3に係る発明は、請求項2に記載の免震支承具において、前記下部支持部材2に係止されて起立配備される前記ネジ軸13が前記下端剛性フランジ10に嵌装されており、前記ナット部材14に載置される前記免震部3が前記ナット部材14の回動によって前記下部支持部材2に対して上下移動する構成とされていることを特徴とするものである。   The invention according to claim 3 is the seismic isolation bearing device according to claim 2, wherein the screw shaft 13 that is locked up and deployed to the lower support member 2 is fitted to the lower end rigid flange 10. The seismic isolation portion 3 placed on the nut member 14 is configured to move up and down with respect to the lower support member 2 by the rotation of the nut member 14.

請求項4に係る発明は、請求項3に記載の免震支承具において、前記免震部3が、前記上部支持部材1側の部材6と前記ネジ機構B側の部材18とが相対横滑り移動可能に積層されて成る滑り支承17を有して構成されていることを特徴とするものである。   The invention according to claim 4 is the seismic isolation bearing device according to claim 3, wherein the seismic isolation portion 3 is configured such that the member 6 on the upper support member 1 side and the member 18 on the screw mechanism B side move relative to each other. It is characterized by having a sliding bearing 17 which can be laminated.

請求項5に係る発明は、請求項4に記載の免震支承具において、前記免震部3が、上下方向視において環状を呈する複数の弾性ゴム層8と、上下方向視において環状を呈する剛性板9とが交互に積層されて上支持板6と下支持板10との間に介装されて成る中空部付積層ゴム5を有しており、前記滑り支承17が、上支持板6と下支持板10とを相対横滑り移動可能に積層配備することで構成されていることを特徴とするものである。   The invention according to claim 5 is the seismic isolation bearing device according to claim 4, wherein the seismic isolation part 3 has a plurality of elastic rubber layers 8 that are annular in the vertical direction and a rigidity that is circular in the vertical direction. It has the laminated rubber 5 with a hollow part formed by interposing between the upper support plate 6 and the lower support plate 10 by alternately laminating the plates 9, and the sliding bearing 17 is connected to the upper support plate 6 and the upper support plate 6. The lower support plate 10 is configured to be stacked and arranged so as to be capable of relative side-sliding movement.

請求項6に係る発明は、請求項5に記載の免震支承具において、前記下支持板10における前記中空部付積層ゴム5の軸心Pを通る箇所に、平板状の前記上支持板6の下面6aに当接する上面18aを有する上方突出部18が設けられて、前記上支持板6と前記上方突出部18とで前記滑り支承17が構成されるとともに、前記下部支持部材2に相対回動不能に係止され、かつ、前記軸心Pを中心に持って起立装備される単一の前記ネジ軸13を設け、前記ネジ軸13における前記ナット部材14からの上突出ねじ部分に、相対回動可能かつ相対上下移動可能に前記上方突出部18が嵌合されていることを特徴とするものである。   The invention according to claim 6 is the seismic isolation bearing device according to claim 5, wherein the upper support plate 6 having a flat plate shape is provided at a position passing through the axis P of the laminated rubber 5 with the hollow portion in the lower support plate 10. An upper projecting portion 18 having an upper surface 18a that contacts the lower surface 6a is provided, and the upper support plate 6 and the upper projecting portion 18 constitute the sliding bearing 17, and the lower support member 2 is rotated relative to the lower support member 2. A single screw shaft 13 that is locked so as to be immovable and is erected with the shaft center P as a center is provided, and a relative to an upper protruding screw portion of the screw shaft 13 from the nut member 14 The upper projecting portion 18 is fitted so as to be rotatable and relatively movable up and down.

請求項7に係る発明は、請求項5又は6に記載の免震支承具において、前記免震部3が、前記上支持板6と前記上部支持部材1とに亘って気密接合される弾性材製のダイヤフラム7を設けて成る空気ばね4を有して構成されていることを特徴とするものである。   The invention according to claim 7 is the seismic isolation bearing device according to claim 5 or 6, wherein the seismic isolation portion 3 is hermetically joined across the upper support plate 6 and the upper support member 1. It is characterized by having an air spring 4 provided with a diaphragm 7 made of metal.

請求項1の発明によれば、上部支持部材又は下部支持部材と免震部とに跨るネジ機構を回し操作するだけの簡単で便利な操作により、上部支持部材と下部支持部材との上下間隔、即ち免震支承具の高さ調整を微調整も含めて行うことが可能となる。その結果、従来における高さ調整に関する問題点を克服すること、即ち、簡単で便利に精度の良い高さ調整が行えるように改善された免震支承具を提供することができる。   According to the invention of claim 1, the vertical distance between the upper support member and the lower support member by a simple and convenient operation of turning the screw mechanism straddling the upper support member or the lower support member and the seismic isolation portion, In other words, the height adjustment of the seismic isolation bearing can be performed including fine adjustment. As a result, the conventional problems related to height adjustment can be overcome, that is, an improved seismic isolation bearing can be provided so that accurate and easy height adjustment can be performed.

請求項2の発明によれば、免震部の下端剛性フランジと下部支持部材と一方に相対回動不能に係止され、かつ、他方に相対回動可能に嵌装される上下向きのネジ軸と、他方と相対回動可能な状態で、かつ、下端剛性フランジと下部支持部材との上下間にてネジ軸に螺装されるナット部材との少ない部品数で、しかも免震支承具の構成要素中に収まるコンパクトな状態で合理的にネジ機構が構成される利点がある。この場合、請求項3のように、高さ寸法が下部支持部材より大きく取り易い免震部にネジ軸の大部分が位置する合理構成が採れるように、ネジ軸を起立配備することが望ましい。   According to the second aspect of the present invention, the vertical screw shaft is engaged with the lower end rigid flange and the lower support member of the seismic isolation portion so as not to be relatively rotatable and fitted to the other so as to be relatively rotatable. In addition, the structure of the seismic isolation bearing is small in the number of parts including the nut member screwed on the screw shaft between the upper and lower ends of the lower end rigid flange and the lower support member. There is an advantage that the screw mechanism is rationally configured in a compact state that fits in the element. In this case, it is desirable that the screw shaft is erected and arranged so that a rational configuration in which the most part of the screw shaft is located in the seismic isolation portion whose height dimension is larger than that of the lower support member can be taken.

請求項4の発明によれば、起立配備されるネジ軸を有して上方に突出する構成となるネジ機構側の部材と、上部支持部材側の部材とに跨って構成される滑り支承を有する免震部とすれば、ネジ機構の構造を利用して横方向に嵩張らないコンパクトな状態で構成可能な免震支承具とすることができる。   According to invention of Claim 4, it has a sliding bearing comprised ranging over the member by the side of the screw mechanism which becomes the structure which has the screw shaft by which it is erected and protrudes upwards, and the member by the side of an upper support member If it is set as a seismic isolation part, it can be set as the seismic isolation bearing which can be comprised in the compact state which is not bulky laterally using the structure of a screw mechanism.

請求項5の発明によれば、詳しくは実施形態の項にて説明するが、ネジ機構の構造を用いて経済的、合理的に免震部を構成することができるとともに、中空部付積層ゴムによって滑り支承の滑り移動限界が規定されるようになる。加えて、ネジ機構を収容するが如く周りに構成される中空部付積層ゴムで免震部が囲まれるので、軸心周りに構造物の集中配備ができてコンパクトで合理的に滑り支承と中空部付積層ゴムとを、即ち免震部3を設ける免震支承具を提供することができる。   According to the invention of claim 5, although described in detail in the section of the embodiment, the seismic isolation part can be constituted economically and rationally by using the structure of the screw mechanism, and the laminated rubber with the hollow part Defines the sliding movement limit of the sliding bearing. In addition, the seismic isolation part is surrounded by a laminated rubber with a hollow part that is configured around to accommodate the screw mechanism, so that the structure can be centrally deployed around the shaft center, making it compact and rationally with a sliding bearing and hollow The base-equipped laminated rubber, that is, the seismic isolation bearing provided with the seismic isolation part 3 can be provided.

請求項6の発明によれば、下支持板に一体的に装備されてネジ軸に被さって嵌合する上方突出部は、その最上部が中空部付積層ゴムの上支持板である下側支持部に高さ方向で近接することとなるから、それら両者、即ち下側支持部と上方突出部とを用いて滑り支承を形成すれば、ネジ機構の構造を用いて経済的、合理的に免震部を構成することができる利点がある。   According to the invention of claim 6, the upper projecting portion that is integrally mounted on the lower support plate and fits over the screw shaft is the lower support whose uppermost portion is the upper support plate of the laminated rubber with the hollow portion. Therefore, if a sliding bearing is formed using both of them, that is, the lower support part and the upper protrusion part, it is economically and reasonably exempted using the structure of the screw mechanism. There is an advantage that a seismic part can be formed.

請求項7の発明によれば、上支持板と上部支持部材とに亘って気密接合される弾性材製のダイヤフラムを設ける構造として、空気ばねを合理的に設けることが可能であり、上下に弾性支持されるより高次元の免震部を構造の兼用化や簡略化を図りながら実現することができる。   According to the seventh aspect of the present invention, it is possible to rationally provide an air spring as a structure for providing a diaphragm made of an elastic material that is hermetically joined across the upper support plate and the upper support member, and elastically up and down. Higher dimensional seismic isolation parts to be supported can be realized while sharing and simplifying the structure.

免震支承具の構造を示す断面図(実施例1)Sectional drawing which shows structure of seismic isolation bearing (Example 1) 図1の免震支承具が高さ調整されている状態を示す概略の作用図Schematic action diagram showing a state in which the seismic isolation bearing of FIG. 1 is adjusted in height

以下に、本発明による免震支承具、言わば高さ調整機能付免震支承具の実施の形態を、図面を参照しながら説明する。   Embodiments of a seismic isolation bearing according to the present invention, that is, a seismic isolation bearing with a height adjustment function, will be described below with reference to the drawings.

〔実施例1〕
本発明による免震支承具Aは、図1に示すように、上部構造体a側の上部支持部材1と、下部構造体b側の下部支持部材2との間に免震部3を介装して構成されている。上部構造体aとしては、コンテナハウスや簡易ハウスなどの比較的小型の住居設備が挙げられる。下部構造体bとしては、基盤や床スラブが挙げられる。免震部3は、空気ばね4と、その下方に配備されて空気ばね4と上下向きので互いに同じ軸心Pを持つ中空部付積層ゴム5と、積層ゴム5の内部に形成される滑り支承17とで構成されている。
[Example 1]
As shown in FIG. 1, the seismic isolation bearing A according to the present invention includes a seismic isolation portion 3 between an upper support member 1 on the upper structure a side and a lower support member 2 on the lower structure b side. Configured. Examples of the upper structure a include relatively small residential facilities such as a container house and a simple house. Examples of the lower structure b include a base and a floor slab. The seismic isolation portion 3 includes an air spring 4, a laminated rubber 5 with a hollow portion that is disposed below the air spring 4 and has the same axial center P as the air spring 4, and a sliding bearing formed inside the laminated rubber 5. 17.

空気ばね4は、金属などの硬質材製で上下の大小円板で成る上支持部材(上側支持部の一例)1と、金属などの硬質材製であって積層ゴム5の上支持板を兼ねる円板で成る下側支持部6と、これら両者1,6に亘って気密接合されるゴムなどの弾性材製ダイヤフラム7とを有して構成されている。この空気ばね4は、上下方向視で円形を為し、上下に短く横方向に広い扁平な形状のものに構成されている。   The air spring 4 is made of an upper support member (an example of an upper support portion) 1 made of a hard material such as metal and made of upper and lower large and small disks, and also serves as an upper support plate made of a hard material such as metal and laminated rubber 5. It has a lower support portion 6 made of a disk and a diaphragm 7 made of an elastic material such as rubber that is hermetically joined across both of them. The air spring 4 has a flat shape that is circular when viewed in the vertical direction and is short in the vertical direction and wide in the horizontal direction.

中空部付積層ゴム5は、3枚(複数の一例)の弾性ゴム層8と金属製で2枚の剛性板9とが上下に交互に積層されて成る積層部11を、下側支持部(上支持板の一例)6と金属などの硬質材製下支持板(下端剛性フランジの一例)10との上下間に介装されて構成されている。各弾性ゴム層8及び各剛性板9はいずれも同じ内径を持って上下方向視で円環状を呈するものに形成されており、積層部11は中空部(内部空間)sを有する筒状に形成されている。下支持板10は、断面下向きコ字形状を呈する無底筒状の上方突出部(ネジ機構側の部材の一例)18を一体に有しており、上方突出部18には軸心Pを中心とする上向き穴12が形成されている。   The laminated rubber 5 with a hollow portion includes a laminated portion 11 formed by alternately laminating three (a plurality of examples) elastic rubber layers 8 and two metal-made rigid plates 9 one above the other. An example of the upper support plate 6 is interposed between a lower support plate 10 (an example of a lower end rigid flange) 10 made of a hard material such as metal and the like. Each elastic rubber layer 8 and each rigid plate 9 have the same inner diameter and are formed in an annular shape when viewed in the vertical direction, and the laminated portion 11 is formed in a cylindrical shape having a hollow portion (internal space) s. Has been. The lower support plate 10 integrally includes a bottomless cylindrical upward projecting portion (an example of a member on the screw mechanism side) 18 having a U-shaped cross-section and a center of the axis P. The upward hole 12 is formed.

上方突出部18の頂部には小径の滑り部材18Aが一体的に載置装備されており、その上面18aは下側支持部6の下面6aに当接しており、それら滑り部材18Aと下側支持部6とが相対横滑り移動可能に積層することで滑り支承17が構成されている。中空部付積層ゴム5は、下側支持部6と滑り部材18Aとの相対横滑りの移動限界を弾性的に規制する弾性ストッパとして機能するように構成されている。つまり、地震などによる揺れが生じた場合、中空部付積層ゴム5によって定まる所定範囲内で下側支持部6と滑り部材18Aとが相対横滑りすることで免震される構造となっている。   A small-diameter sliding member 18A is integrally mounted on the top of the upper projecting portion 18, and the upper surface 18a is in contact with the lower surface 6a of the lower support portion 6, and the sliding member 18A and the lower support are supported. The sliding bearing 17 is configured by stacking the part 6 so as to be capable of relative side-sliding movement. The laminated rubber 5 with the hollow portion is configured to function as an elastic stopper that elastically regulates the movement limit of relative side slip between the lower support portion 6 and the sliding member 18A. In other words, when a shake due to an earthquake or the like occurs, the lower support portion 6 and the sliding member 18A are isolated from each other by sliding relative to each other within a predetermined range determined by the laminated rubber 5 with the hollow portion.

つまり免震部3は、滑り支承17と、これの上に直列配備される空気ばね4と、滑り支承17を囲むように周設される中空部付積層ゴム5と、を有して構成されている。空気ばね4は、上側支持部1と、これの下方に配置される下側支持部6と、これら両者1,6に亘って気密接合されるダイヤフラム7とを有して構成されている。滑り支承17は、上部支持部材1側の部材である下側支持部6と、ネジ機構B側の部材である下支持板10とが相対横滑り移動可能に積層されて構成されている。中空部付積層ゴム5は、複数枚の弾性ゴム層8と剛性板9とが交互に積層されて上支持板6と下支持板10との間に介装されることで構成されている。実施例1の免震支承具Aにおいては、下支持板10が免震部3としての下端剛性フランジに相当している。   That is, the seismic isolation part 3 includes the sliding bearing 17, the air spring 4 disposed in series on the sliding bearing 17, and the laminated rubber 5 with a hollow portion that is provided so as to surround the sliding bearing 17. ing. The air spring 4 includes an upper support portion 1, a lower support portion 6 disposed below the upper support portion 1, and a diaphragm 7 that is hermetically joined over both of them. The sliding support 17 is configured by laminating a lower support portion 6 that is a member on the upper support member 1 side and a lower support plate 10 that is a member on the screw mechanism B side so as to be capable of relative side-sliding movement. The laminated rubber 5 with a hollow portion is configured by alternately laminating a plurality of elastic rubber layers 8 and rigid plates 9 and interposing them between an upper support plate 6 and a lower support plate 10. In the seismic isolation bearing A of Example 1, the lower support plate 10 corresponds to a lower end rigid flange as the seismic isolation part 3.

下部支持部材2には、軸心Pを中心とするボルト状のネジ軸13が、その六角頭部13aが下方に突出しないようにされた逆さ状態で螺着などによって回動不能、かつ、位置固定で植設されている。ネジ軸13における下部支持部材2から上側の突出部分には、これに螺合するナット部材14が螺装され、さらにその上にはネジ軸13が上向き穴12に挿入される状態で下支持板10が、即ち中空部付積層ゴム5が被せられている。上向き穴12は、軸心P周りに相対回動可能にネジ軸13に嵌合されており、これによって積層ゴム5を横方向への位置ズレなく上下移動させることが可能となっている。   The lower support member 2 has a bolt-shaped screw shaft 13 centered on the shaft center P and cannot be rotated by screwing or the like in an upside-down state in which the hexagonal head 13a does not protrude downward. Fixed and planted. A nut member 14 to be screwed into the protruding portion on the upper side from the lower support member 2 in the screw shaft 13 is screwed, and further the lower support plate in a state where the screw shaft 13 is inserted into the upward hole 12 thereon. 10, that is, the laminated rubber 5 with a hollow portion is covered. The upward hole 12 is fitted to the screw shaft 13 so as to be capable of relative rotation about the axis P, whereby the laminated rubber 5 can be moved up and down without being displaced in the lateral direction.

ネジ軸13に螺合されるナット部材14は、例えば下支持板10と同径で金属などの硬質材製の円板で成り、その外周側には人為操作用で少なくとも一対のハンドル15,15が、軸心Pに対する径外方向に突出する状態で設けられている。ハンドル15,15を左右の手指で持ってナット部材14を回動操作してのネジ送りにより、上昇及び下降移動させることができるのであり、これによって中空部付積層ゴム5を、即ち上部構造体aを下部構造体bに対して上下移動可能なネジ機構Bが構成されている。つまり、下部支持部材2と免震部3とに跨るネジ機構Bを設け、ネジ機構Bの回し操作によって上部支持部材1と下部支持部材2との上下間隔が変更設定可能に構成されている。   The nut member 14 to be screwed onto the screw shaft 13 is made of, for example, a disk made of a hard material such as metal having the same diameter as the lower support plate 10, and at least a pair of handles 15, 15 for artificial operation on the outer peripheral side thereof. Is provided in a state of projecting in the radially outward direction with respect to the axis P. The handle 15 can be moved up and down by screw feed by rotating the nut member 14 while holding the handle 15 with the left and right fingers. A screw mechanism B capable of moving a up and down with respect to the lower structure b is configured. That is, the screw mechanism B straddling the lower support member 2 and the seismic isolation portion 3 is provided, and the vertical interval between the upper support member 1 and the lower support member 2 can be changed and set by turning the screw mechanism B.

要するに、免震部3の下端剛性フランジである下支持板10と下部支持部材2との何れか一方である下部支持部材2に相対回動不能に係止され、かつ、何れか他方である下支持板10に相対回動可能に嵌装される上下向きのネジ軸13と、下支持板10と相対回動可能な状態で、かつ、下支持板10と下部支持部材2との上下間にてネジ軸13に螺装されるナット部材14とを有してネジ機構Bが構成されている。下部支持部材2に係止されて起立配備されるネジ軸13が下支持板10に嵌装されており、ナット部材14に載置される免震部3がナット部材14の回動によって下部支持部材2に対して上下移動する構成とされている。これにより、本発明による免震支承具Aは、高さ調整機能付免震支承具Aに構成されている。   In short, the lower support plate 10 that is the lower end rigid flange of the seismic isolation portion 3 and the lower support member 2 that is either one of the lower support member 2 and the lower support member 2 are locked so as not to rotate relative to each other, and the lower one is the other. A vertically extending screw shaft 13 that is fitted to the support plate 10 so as to be rotatable relative to the lower support plate 10 and between the lower support plate 10 and the lower support member 2. The screw mechanism B is configured to have a nut member 14 screwed onto the screw shaft 13. A screw shaft 13 which is locked upright by being locked to the lower support member 2 is fitted to the lower support plate 10, and the seismic isolation part 3 placed on the nut member 14 is supported by the rotation of the nut member 14. It is configured to move up and down with respect to the member 2. Thereby, the seismic isolation support A by this invention is comprised by the seismic isolation support A with a height adjustment function.

そして、中空部付積層ゴム5が(積層部11が)上下方向視において環状を呈する形状に形成され、ネジ軸13が中空部付積層ゴム5の軸心Pを通る単一のものとして装備されるとともに、ナット部材14に、これを回し操作するためのハンドル15,15が設けられている。ナット部材14と下支持板10とは相対回動する部品どうしであり、滑りの良い構造としておくのが望ましい。つまり、下支持板10における中空部付積層ゴム5の軸心Pを通る箇所に、平板状の下側支持部6の下面6aに当接する上面18aを有する上方突出部18が一体的に形成されて、下側支持部6と上方突出部18とで滑り支承17が構成されるとともに、下部支持部材2に相対回動不能に係止され、かつ、軸心Pを中心に持って起立装備される単一のネジ軸13を設け、ネジ軸13におけるナット部材14からの上突出ねじ部分に、相対回動可能かつ相対上下移動可能に上方突出部18が嵌合されている。   Then, the laminated rubber 5 with the hollow part (the laminated part 11) is formed in an annular shape when viewed in the vertical direction, and the screw shaft 13 is equipped as a single one passing through the axis P of the laminated rubber 5 with the hollow part. In addition, the nut member 14 is provided with handles 15 and 15 for rotating and operating the nut member 14. The nut member 14 and the lower support plate 10 are components that rotate relative to each other, and it is desirable to have a structure with good sliding. That is, the upper projecting portion 18 having the upper surface 18a that abuts the lower surface 6a of the flat lower support portion 6 is integrally formed at a position passing through the axis P of the laminated rubber 5 with the hollow portion in the lower support plate 10. The lower support portion 6 and the upper projecting portion 18 constitute a sliding bearing 17 that is locked to the lower support member 2 so as not to rotate relative to the lower support member 2 and is erected with the shaft center P as a center. A single screw shaft 13 is provided, and an upper projecting portion 18 is fitted to an upper projecting screw portion of the screw shaft 13 from the nut member 14 so as to be relatively rotatable and relatively movable up and down.

図1は、ナット部材14が下部支持部材2に当接するまで下降させた基準位置k(図2を参照)にある状態(最下降状態)を示しており、下支持板10はナット部材14を介して下部支持部材2に載置される状態となっている。図2は、ハンドル15,15を使ってナット部材14を回すことにより、免震部3を(上部構造体aを)u位置まで持ち上げた状態(u上昇状態)としたものである。空気ばね4自体の高さが変わらなければ、図2に示すように、ダイヤフラム6の上端位置も基準位置kからu位置に上昇する。   FIG. 1 shows a state (lowermost state) where the nut member 14 is lowered until it comes into contact with the lower support member 2 (see FIG. 2). It is in the state mounted in the lower support member 2 via this. FIG. 2 shows a state in which the seismic isolation portion 3 (upper structure a) is lifted to the u position (u raised state) by turning the nut member 14 using the handles 15 and 15. If the height of the air spring 4 itself does not change, the upper end position of the diaphragm 6 also rises from the reference position k to the u position as shown in FIG.

実際の高さ調整では、ナット部材14を回して所望高さを少し越えた状態で、図2に示すように、略U字形状を呈する円板シム16をナット部材14と下部支持部材2との上下間に差し込んで嵌め入れ、それからナット部材14を逆回しして僅かに下降させることにより、荷重をその殆どが円板シム16で受ける安定状態で高さ調整を行うことができる。円板シム16はネジ軸13を通して軸心Pを中心としてセットできるための凹入溝16aが形成されており、その径はナット部材14と同径である(それ以外でも良い)が、図2では意図的に小径のものにデフォルメして描いてある。円板シム16は、その高さ寸法を適宜に設定して、単数枚又は複数枚使用することできめ細かな高さ調整が行えるようにしておけば好都合である。   In actual height adjustment, as shown in FIG. 2, the nut shim 16 having a substantially U shape is attached to the nut member 14, the lower support member 2, and the nut member 14 by turning the nut member 14 slightly beyond the desired height. Is inserted between the upper and lower sides of the screw, and then the nut member 14 is rotated in the reverse direction and slightly lowered, whereby the height can be adjusted in a stable state where most of the load is received by the disk shim 16. The disc shim 16 is formed with a recessed groove 16a that can be set around the axis P through the screw shaft 13, and the diameter thereof is the same as that of the nut member 14 (other than that), but FIG. Then, it is intentionally deformed to a small diameter. It is advantageous if the disk shim 16 is appropriately set in height so that it can be used singly or plurally and can be finely adjusted.

以上のような免震支承具Aによれば、滑り支承17と下部支持部材2とに亘って構成されたネジ機構Bが回し操作されることにより、上部支持部材1と下部支持部材2との上下間隔が、即ち免震支承具Aの高さが変更設定可能である。つまり、ネジ機構を回すだけの簡単で便利な操作でもって免震支承具の高さ調整を行うことが可能になるとともに、ネジ機構であるから、微小な高さ調整も容易に行うことも可能である。   According to the seismic isolation bearing A as described above, the screw mechanism B formed between the sliding bearing 17 and the lower support member 2 is operated so as to rotate between the upper support member 1 and the lower support member 2. The vertical interval, that is, the height of the seismic isolation bearing A can be changed. In other words, it is possible to adjust the height of the seismic isolation bearing with a simple and convenient operation just by turning the screw mechanism, and because it is a screw mechanism, it is also possible to easily adjust the height of the base. It is.

ネジ機構Bが、下部支持部材2に相対回動不能に係止されるとともに、上方突出部18に相対回動可能、かつ、相対上下移動可能に嵌装される上下向きのネジ軸13と、下支持板10と下部支持部材2との上下間にてネジ軸13に螺装されるナット部材14とで構成されているので、ネジ軸を用いて装備されるナット部材14は他に専用の取付部品類を不要として合理的に設けることができながら、そのナット部材14を回すだけの簡単操作で免震部3を昇降させての高さ調整を行うことができる。   The screw mechanism B is locked to the lower support member 2 so as not to be relatively rotatable, and is vertically fitted to the upper projecting portion 18 so as to be relatively rotatable and relatively vertically movable. Since the nut member 14 is screwed to the screw shaft 13 between the lower support plate 10 and the lower support member 2, the nut member 14 equipped with the screw shaft is used for other purposes. While the mounting parts can be reasonably provided as unnecessary, the height adjustment can be performed by raising and lowering the seismic isolation portion 3 by a simple operation by simply turning the nut member 14.

下支持板10に一体的に装備されてネジ軸13に被さって嵌合する上方突出部18は、その最上部が中空部付積層ゴム5の上支持板である下側支持部6に高さ方向で下方に近接する状態となるから、それら両者、即ち下側支持部6と上方突出部18とを用いて滑り支承17を形成すれば、ネジ機構Bの構造を用いて経済的、合理的に免震部3を構成することができる。加えて、滑り支承17の滑り移動限界を規定する中空部付積層ゴム5が上方突出部18を収容するが如く周りに構成されており、軸心P周りに構造物の集中配備ができてコンパクトで合理的に滑り支承17と中空部付積層ゴム5とを、即ち免震部3を設けることに成功している。   The upper protrusion 18 that is integrally provided on the lower support plate 10 and fits over the screw shaft 13 has a height higher than that of the lower support 6 that is the upper support plate of the laminated rubber 5 with a hollow portion. Since the sliding support 17 is formed by using both of them, that is, the lower support portion 6 and the upper protruding portion 18, the structure of the screw mechanism B is economical and rational. The seismic isolation part 3 can be configured. In addition, the laminated rubber 5 with a hollow portion that defines the sliding movement limit of the sliding bearing 17 is configured around the upper projecting portion 18 so that the structure can be centrally arranged around the axis P and is compact. Thus, the sliding bearing 17 and the laminated rubber 5 with the hollow part, that is, the seismic isolation part 3 have been successfully provided.

そして、中空部付積層ゴム5の上支持板と、滑り支承17の上部支持部材1側の部材との双方を兼ねる下側支持部6を用いて、滑り支承17と上下直列に配備される空気ばね4を設けてあるから、部材の更なる兼用化が図れる合理構造としながら上下方向に弾性支持することができてより高次元な免震支承具Aとすることができている。なお、ナット部材14に下支持板10が載ることとなるネジ軸13の下部支持部材2への係止構造(実施例1)では、上方突出部18が下支持板10に嵌合される構造を採ることも可能である。   Then, using the lower support portion 6 serving as both the upper support plate of the laminated rubber 5 with the hollow portion and the member on the upper support member 1 side of the slide support 17, the air arranged in series with the slide support 17 is provided. Since the spring 4 is provided, it can be elastically supported in the vertical direction while having a rational structure that allows further use of the member, and a higher-dimensional seismic isolation support A can be obtained. In the structure for locking the screw shaft 13 to the lower support member 2 where the lower support plate 10 is placed on the nut member 14 (Example 1), the upper protrusion 18 is fitted to the lower support plate 10. It is also possible to adopt.

また、ナット部材14を回しての高さ調整後は、ナット部材14と下支持部材2との上下に円板シム16を介装し、かつ、ナット部材14を戻し下降操作してナット部材14を円板シム16の上面に当接させることができる。これにより、免震支承具Aとして作用する上下向き荷重の殆どは円板シム16が受け持ち、ネジ軸13には荷重が作用しないか或いは極僅かな荷重が掛かるだけとなる。従って、ネジ軸13は、免震支承具Aに作用する荷重を高さ調整時には受ける必要はあるが、その荷重を常に受け続けるに十分となる耐久性を持たせる必要はなく、その分ネジ軸13の設定グレードを無理なく落とせる利点がある(例えば、廉価な材料が使えてコストダウンできるなどである)。   After adjusting the height by turning the nut member 14, the disk shims 16 are interposed above and below the nut member 14 and the lower support member 2, and the nut member 14 is returned and lowered to operate the nut member 14. Can be brought into contact with the upper surface of the disk shim 16. Thus, most of the upward and downward load acting as the seismic isolation bearing A is handled by the disk shim 16, and no load is applied to the screw shaft 13 or only a slight load is applied. Therefore, the screw shaft 13 needs to receive a load acting on the seismic isolation bearing A at the time of height adjustment, but it does not need to have sufficient durability to always receive the load, and the screw shaft 13 correspondingly. There is an advantage that 13 set grades can be easily reduced (for example, inexpensive materials can be used to reduce costs).

〔別実施例〕
ネジ機構Bは、例えば軸心P周りに2個以上のネジ軸を均等角度ごとに配備するとともに、単一のハンドルでそれら複数のネジ軸を連動回動できる連動手段(ギヤ連動機構等)を設けて成るものも可能である。また、ネジ機構Bは、上部構造体aと上支持部材1とに跨って配備されるという構成も可能である。免震部3は、空気ばね、積層ゴム、滑り支承の何れか1つ以上を備える構造として種々のものが可能である。
[Another Example]
The screw mechanism B includes, for example, two or more screw shafts around the axis P at equal angles, and interlocking means (such as a gear interlocking mechanism) that can rotate the plurality of screw shafts with a single handle. It can also be provided. Further, the screw mechanism B may be configured to be disposed across the upper structure a and the upper support member 1. The seismic isolation part 3 can be various as a structure including any one or more of an air spring, a laminated rubber, and a sliding bearing.

1 上部支持部材
2 下部支持部材
3 免震部
4 空気ばね
5 中空部付積層ゴム
6 上部支持部材側の部材、上支持板
6a 下面
7 ダイヤフラム
8 弾性ゴム層
9 剛性板
10 下端剛性フランジ、下支持板
13 ネジ軸
14 ナット部材
17 滑り支承
18 ネジ機構側の部材、上方突出部
18a 上面
B ネジ機構
P 軸心
DESCRIPTION OF SYMBOLS 1 Upper support member 2 Lower support member 3 Seismic isolation part 4 Air spring 5 Laminated rubber with a hollow part 6 Upper support member side member, upper support plate 6a Lower surface 7 Diaphragm 8 Elastic rubber layer 9 Rigid plate 10 Lower end rigid flange, Lower support Plate 13 Screw shaft 14 Nut member 17 Sliding support 18 Screw mechanism side member, upper protrusion 18a Upper surface B Screw mechanism P Shaft center

Claims (7)

上部構造体側の上部支持部材と、下部構造体側の下部支持部材との間に免震部を介装して成る免震支承具であって、
前記上部支持部材又は前記下部支持部材と前記免震部とに跨るネジ機構を設け、前記ネジ機構が回し操作されることによって前記上部支持部材と前記下部支持部材との上下間隔が変更設定可能に構成されている免震支承具。
A seismic isolation support comprising an isolation part interposed between an upper support member on the upper structure side and a lower support member on the lower structure side,
A screw mechanism straddling the upper support member or the lower support member and the seismic isolation portion is provided, and the vertical distance between the upper support member and the lower support member can be changed and set by turning the screw mechanism. The seismic isolation bearing that is configured.
前記免震部の下端剛性フランジと前記下部支持部材との何れか一方に相対回動不能に係止され、かつ、何れか他方に相対回動可能に嵌装される上下向きのネジ軸と、前記他方と相対回動可能な状態で、かつ、前記下端剛性フランジと前記下部支持部材との上下間にて前記ネジ軸に螺装されるナット部材とを有して前記ネジ機構が構成されている請求項1に記載の免震支承具。   A vertically extending screw shaft that is locked to either one of the lower end rigid flange of the seismic isolation portion and the lower support member so as not to be relatively rotatable, and is fitted to either of the other to be relatively rotatable; The screw mechanism is configured to include a nut member that is screwed onto the screw shaft between the lower end rigid flange and the lower support member in a state that can rotate relative to the other. The seismic isolation bearing device according to claim 1. 前記下部支持部材に係止されて起立配備される前記ネジ軸が前記下端剛性フランジに嵌装されており、前記ナット部材に載置される前記免震部が前記ナット部材の回動によって前記下部支持部材に対して上下移動する構成とされている請求項2に記載の免震支承具。   The screw shaft that is locked upright by being engaged with the lower support member is fitted to the lower end rigid flange, and the seismic isolation portion placed on the nut member is rotated by the nut member. The seismic isolation bearing device according to claim 2, which is configured to move up and down with respect to the support member. 前記免震部が、前記上部支持部材側の部材と前記ネジ機構側の部材とが相対横滑り移動可能に積層されて成る滑り支承を有して構成されている請求項3に記載の免震支承具。   The seismic isolation bearing according to claim 3, wherein the seismic isolation portion includes a sliding bearing formed by laminating a member on the upper support member side and a member on the screw mechanism side so as to be able to move relative to each other. Ingredients. 前記免震部が、上下方向視において環状を呈する複数の弾性ゴム層と、上下方向視において環状を呈する剛性板とが交互に積層されて上支持板と下支持板との間に介装されて成る中空部付積層ゴムを有しており、前記滑り支承が、上支持板と下支持板とを相対横滑り移動可能に積層配備することで構成されている請求項4に記載の免震支承具。   The seismic isolation portion is interposed between an upper support plate and a lower support plate by alternately laminating a plurality of elastic rubber layers having an annular shape in the vertical direction and a rigid plate having an annular shape in the vertical direction. 5. The seismic isolation bearing according to claim 4, wherein the sliding bearing is configured by stacking and arranging an upper support plate and a lower support plate so that they can move relative to each other. Ingredients. 前記下支持板における前記中空部付積層ゴムの軸心を通る箇所に、平板状の前記上支持板の下面に当接する上面を有する上方突出部が設けられて、前記上支持板と前記上方突出部とで前記滑り支承が構成されるとともに、前記下部支持部材に相対回動不能に係止され、かつ、前記軸心を中心に持って起立装備される単一の前記ネジ軸を設け、前記ネジ軸における前記ナット部材からの上突出ねじ部分に、相対回動可能かつ相対上下移動可能に前記上方突出部が嵌合されている請求項5に記載の免震支承具。   An upper projecting portion having an upper surface in contact with the lower surface of the flat upper support plate is provided at a position passing through the axis of the laminated rubber with the hollow portion in the lower support plate, and the upper support plate and the upper projecting portion are provided. The sliding bearing is configured with a portion, and is provided with a single screw shaft that is locked to the lower support member so as not to rotate relative to the lower support member, and is erected with the shaft center as a center. The seismic isolation support according to claim 5, wherein the upper projecting portion is fitted to an upper projecting screw portion of the screw shaft from the nut member so as to be relatively rotatable and relatively movable up and down. 前記免震部が、前記上支持板と前記上部支持部材とに亘って気密接合される弾性材製のダイヤフラムを設けて成る空気ばねを有して構成されている請求項5又は6に記載の免震支承具。   The said seismic isolation part is comprised including the air spring which provides the diaphragm made from the elastic material airtightly joined over the said upper support plate and the said upper support member, The structure of Claim 5 or 6 comprised. Seismic isolation bearing.
JP2011090677A 2011-04-15 2011-04-15 Base isolation support tool Withdrawn JP2012225352A (en)

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Cited By (9)

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JP2016138581A (en) * 2015-01-27 2016-08-04 株式会社大林組 Three-dimensional seismic isolator
KR101787657B1 (en) * 2017-08-17 2017-10-18 주식회사 에이티에스 Anti-vibration air mount
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KR101924136B1 (en) * 2018-03-06 2019-02-22 (주) 삼진넥스틸 Container house with seismic device
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016138581A (en) * 2015-01-27 2016-08-04 株式会社大林組 Three-dimensional seismic isolator
KR101787657B1 (en) * 2017-08-17 2017-10-18 주식회사 에이티에스 Anti-vibration air mount
KR101923558B1 (en) * 2018-03-06 2019-02-22 (주) 삼진넥스틸 Toilet for container house with earthquake-proof device
KR101924136B1 (en) * 2018-03-06 2019-02-22 (주) 삼진넥스틸 Container house with seismic device
KR101924135B1 (en) * 2018-03-06 2019-02-22 (주) 삼진넥스틸 Wall structure of container house with seismic device
KR101927204B1 (en) * 2018-03-06 2019-03-12 (주) 삼진넥스틸 Toilet for container house with earthquake-proof device
JP2021134823A (en) * 2020-02-25 2021-09-13 株式会社荏原製作所 Vibration control device for rotary machine, pump installation and method for adjusting vibration control device for rotary machine
JP2021134824A (en) * 2020-02-25 2021-09-13 株式会社荏原製作所 Vibration control system for rotary machine and pump installation
JP7377737B2 (en) 2020-02-25 2023-11-10 株式会社荏原製作所 Vibration isolation systems for rotating machinery, pump equipment
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