JPH09310408A - Base isolation supporting device - Google Patents
Base isolation supporting deviceInfo
- Publication number
- JPH09310408A JPH09310408A JP15029296A JP15029296A JPH09310408A JP H09310408 A JPH09310408 A JP H09310408A JP 15029296 A JP15029296 A JP 15029296A JP 15029296 A JP15029296 A JP 15029296A JP H09310408 A JPH09310408 A JP H09310408A
- Authority
- JP
- Japan
- Prior art keywords
- seismic isolation
- friction layer
- laminated rubber
- low friction
- upper structure
- 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
Links
- 238000002955 isolation Methods 0.000 title claims abstract description 26
- 229920001971 elastomer Polymers 0.000 claims abstract description 46
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- -1 polytetrafluoroethylene Polymers 0.000 claims description 8
- 229920001343 polytetrafluoroethylene Polymers 0.000 claims description 8
- 239000004810 polytetrafluoroethylene Substances 0.000 claims description 8
- 239000011347 resin Substances 0.000 claims description 8
- 229920005989 resin Polymers 0.000 claims description 8
- 238000006073 displacement reaction Methods 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 8
- 238000010030 laminating Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 39
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 230000005540 biological transmission Effects 0.000 description 4
- 230000001133 acceleration Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000012791 sliding layer Substances 0.000 description 2
- 239000010409 thin film Substances 0.000 description 2
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 239000010408 film Substances 0.000 description 1
- 239000002783 friction material Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 210000003000 inclusion body Anatomy 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、ビルディング等の
構造物を支持するための支承装置、更に具体的には、か
かる構造物を地震等に基づく振動等から保護して支持す
るための滑り型の免震支承装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a supporting device for supporting a structure such as a building, and more specifically, a sliding type device for supporting such a structure while protecting it from vibration due to an earthquake or the like. Of seismic isolation bearing device.
【0002】[0002]
【発明が解決しようとする課題】補強層とゴム層とを交
互に積層してなる積層ゴム体を具備してなる免震支承装
置は、上部構造物と下部構造物又は地盤との間に配され
て上部構造物を支持し、しかも、地震等の振動の上部構
造物への伝達を低減すると共に、上部構造物の振動を減
衰させるために使用される。かかる免震支承装置として
は、その上端面及び下端面を上部構造物と下部構造物又
は地盤とにそれぞれ固定して用いられる原点復帰型のも
のと、その上端面及び下端面のいずれか一方を、上部構
造物と下部構造物又は地盤とのいずれか一方に固定し、
他方を上部構造物と下部構造物又は地盤とのいずれか他
方に対して滑り変位自在にして用いられる滑り型のもの
とがある。A seismic isolation bearing device including a laminated rubber body in which a reinforcing layer and a rubber layer are alternately laminated is disposed between an upper structure and a lower structure or the ground. Is used to support the upper structure, reduce the transmission of vibration such as an earthquake to the upper structure, and damp the vibration of the upper structure. As such a seismic isolation bearing device, a return-to-origin type device whose upper end surface and lower end surface are fixed to an upper structure and a lower structure or the ground, respectively, and either one of the upper end surface and the lower end surface is used. , Fixed to either the upper structure and the lower structure or the ground,
There is a sliding type in which the other is slidably displaced with respect to the other of the upper structure and the lower structure or the ground.
【0003】滑り型の免震支承装置は、積層ゴム体の一
端面と相手材とを摺動自在に当接させ、この当接面にお
ける互いの相対的な滑り変位により、上部構造物を地震
等の振動から保護するようにしているため、当該滑り当
接面における摩擦抵抗が大きいと、小規模の地震は勿論
のこと、比較的大きな加速度をもった地震振動において
も、滑り変位が所望になされなくなり、地震等の振動に
対しての上部構造物の保護が所望に得られない場合があ
る。In a slip-type seismic isolation bearing device, one end face of a laminated rubber body and a mating member are slidably brought into contact with each other, and the relative sliding displacement between the abutting faces causes an earthquake in the upper structure. Therefore, when the sliding contact surface has a large frictional resistance, the sliding displacement is desired not only in a small-scale earthquake but also in an earthquake vibration with a relatively large acceleration. In some cases, the protection of the superstructure against vibration such as an earthquake cannot be obtained as desired.
【0004】また、相手材が鋼等の金属製であると、こ
れが長期に亘って放置されると、その滑り当接面が腐食
されて錆等が発生する虞があり、これによって滑り当接
面における摩擦抵抗が大きくなり、したがって、上記の
不都合は長期の使用において徐々に生じ易くなる。Further, if the mating member is made of metal such as steel, if it is left for a long period of time, its sliding contact surface may be corroded and rust may be generated. The frictional resistance on the surface is increased, and therefore the above-mentioned inconvenience is liable to occur during long-term use.
【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、滑り当接面におけ
る摩擦抵抗の低減を図り得て、滑り当接面での容易な滑
り変位を確保し得て、中規模の地震に対しては勿論のこ
と、更に小規模の地震等による振動に対しても上部構造
物へのその伝達を低減し得、上部構造物の確実な保護を
達成し得る滑り型の免震支承装置を提供することにあ
る。The present invention has been made in view of the above points, and an object of the present invention is to reduce frictional resistance on a sliding contact surface, thereby facilitating easy sliding displacement on the sliding contact surface. It is possible to reduce the transmission to the superstructure not only for medium-scale earthquakes but also for vibrations due to small-scale earthquakes, etc., and ensure reliable protection of the superstructure. It is to provide a slip-type seismic isolation bearing device that can be achieved.
【0006】[0006]
【課題を解決するための手段】本発明によれば前記目的
は、補強層とゴム層とを交互に積層してなる積層ゴム体
と、この積層ゴム体の一端面に取り付けられた滑り材
と、この滑り材に対して摺動自在に当接した介在体とを
具備しており、介在体は、介在体本体と、介在体本体の
一方の面に一体的に形成された低摩擦層とを具備してお
り、介在体は、低摩擦層を介して滑り材に摺動自在に当
接している免震支承装置によって達成される。According to the present invention, the above object is to provide a laminated rubber body in which reinforcing layers and rubber layers are alternately laminated, and a sliding member attached to one end surface of the laminated rubber body. And an intermediate body slidably in contact with the sliding member, the intermediate body including an intermediate body and a low friction layer integrally formed on one surface of the intermediate body. And the interposer is achieved by a seismic isolation bearing that slidably abuts the sliding member via the low friction layer.
【0007】低摩擦層の形成材料の一つとして、ポリテ
トラフルオロエチレン樹脂を例示し得るが、その他の低
摩擦材料であってもよい。低摩擦層は、例えば、介在体
本体の一方の面に、ポリテトラフルオロエチレン樹脂粉
末等を均一に配し、これを溶融焼き付けして、又はポリ
テトラフルオロエチレン樹脂薄膜(フィルム又はシー
ト)を介在体本体の一方の面に接着剤等により接着して
形成する。低摩擦層は、支持する荷重によりこれに大き
なコールドフロー等が生じないようにするために、その
厚みが数百ミクロンから数ミリメートル程度の値となる
ように形成することが好ましいが、これに限定されな
い。なお、好ましい例では、介在体に対する滑り材の全
水平方向の相対摺動における低摩擦層を介するその相対
摺動可能量が10cm以上となるように、低摩擦層を介
在体本体の一方の面に形成する。Polytetrafluoroethylene resin can be exemplified as one of the materials for forming the low friction layer, but other low friction materials may be used. The low-friction layer is formed by, for example, uniformly disposing polytetrafluoroethylene resin powder or the like on one surface of the main body of the interposer, melting and baking this, or interposing a polytetrafluoroethylene resin thin film (film or sheet). It is formed by adhering it to one surface of the body with an adhesive or the like. The low-friction layer is preferably formed to have a thickness of about a few hundred microns to a few millimeters in order to prevent a large cold flow or the like from being generated due to a supporting load, but the present invention is not limited to this. Not done. In a preferred example, the low-friction layer is provided on one surface of the interposer body so that the relative slidable amount through the low-friction layer in the relative sliding of the sliding material with respect to the intervening body in all horizontal directions is 10 cm or more. To form.
【0008】滑り材は、ポリテトラフルオロエチレン樹
脂を主体とし、場合により、ガラス繊維等の補強繊維又
は補強材を混入した板体で構成してもよいが、これに代
えて、鋼板と、この鋼板の一方の面に、低摩擦層と同様
の形成材料を用いて、低摩擦層と同様に形成した滑り層
とを具備したものから構成してもよい。The sliding member may be composed mainly of polytetrafluoroethylene resin, and may be composed of a reinforcing fiber such as glass fiber or a plate member mixed with a reinforcing member depending on the case, but instead of this, a steel plate and this The steel sheet may be provided on one surface with a sliding layer formed in the same manner as the low friction layer by using the same forming material as the low friction layer.
【0009】本発明では、複数の薄肉補強板と少なくと
も一枚の厚肉補強板とを具備して積層ゴム体の補強層を
構成し、厚肉補強板を積層ゴム体において上下面のいず
れか一方に配し、当該厚肉補強板に滑り材の一部を埋め
込んで積層ゴム体の一端面に当該滑り材を取り付けても
よい。According to the present invention, a plurality of thin reinforcing plates and at least one thick reinforcing plate are provided to form a reinforcing layer of the laminated rubber body, and the thick reinforcing plate is provided on either the upper or lower surface of the laminated rubber body. The sliding member may be arranged on one side and a part of the sliding member may be embedded in the thick reinforcing plate to attach the sliding member to one end surface of the laminated rubber body.
【0010】本免震支承装置は、上部構造物と下部構造
物又は地盤との間に配されて、上部構造物を免震支持す
るために使用されるものであるが、介在体を、上部構造
物側に配してもよく、又はこれに代えて、下部構造物側
若しくは地盤側に配してもよい。介在体を上部構造物側
に配する場合には、上部構造物の下部それ自体を介在体
として実施してもよく、一方、介在体を下部構造物側若
しくは地盤側に配する場合には、下部構造物の上部若し
くは地盤側のコンクリート製の基礎自体を介在体として
実施してもよい。This seismic isolation bearing device is arranged between an upper structure and a lower structure or the ground, and is used for seismically supporting the upper structure. It may be arranged on the structure side, or alternatively, it may be arranged on the lower structure side or the ground side. When arranging the interposition body on the upper structure side, the lower part of the upper structure itself may be implemented as an interposition body, while on the other hand, when arranging the interposition body on the lower structure side or the ground side, The concrete foundation itself on the upper side of the lower structure or on the ground side may be used as an interposer.
【0011】なお、本免震支承装置は滑り型であるた
め、装置自体の原点復帰能力だけでは上部構造物を完全
に原点(初期設置位置)に復帰をさせることが困難であ
り、したがって、鉛入り若しくは高減衰ゴムを使用した
積層ゴム体等からなる原点復帰型積層ゴム支承装置又は
水平ばね装置等を本免震支承装置に併置して用いてもよ
い。Since this seismic isolation bearing device is of a sliding type, it is difficult to completely return the upper structure to the origin (initial installation position) only by the origin return ability of the device itself, and thus lead A return-to-origin type laminated rubber bearing device or a horizontal spring device, which is made of a laminated rubber body using a filled or highly damped rubber, may be used in parallel with the seismic isolation bearing device.
【0012】[0012]
【発明の実施の形態】次に本発明及び本発明の実施の形
態を、図に示す好ましい実施例に基づいて更に詳細に説
明する。なお、本発明はこれら実施例に何等限定されな
いのである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention and embodiments of the present invention will be described in more detail with reference to the preferred embodiments shown in the drawings. The present invention is not limited to these examples.
【0013】[0013]
【実施例】図1において、本例の免震支承装置1は、補
強層2とゴム層3とを交互に積層してなる積層ゴム体4
と、積層ゴム体4の上端面5に取り付けられた滑り材6
と、滑り材6に対して水平方向に摺動自在に当接した介
在体7と、積層ゴム体4の下端面8に取り付けられた取
付け板9とを具備している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to FIG. 1, a seismic isolation bearing device 1 of the present embodiment has a laminated rubber body 4 in which reinforcing layers 2 and rubber layers 3 are alternately laminated.
And the sliding member 6 attached to the upper end surface 5 of the laminated rubber body 4.
An intervening body 7 slidably contacting the sliding member 6 in the horizontal direction, and a mounting plate 9 mounted on the lower end surface 8 of the laminated rubber body 4.
【0014】補強層2は、複数枚の薄肉補強鋼板21
と、ゴム層3の上端面22に埋め込まれた厚肉補強鋼板
24とからなり、天然ゴム等からなるゴム層3は、補強
層2の外周縁を覆って形成されており、ゴム層3と補強
層2とは、加硫接着等により互いに接着されている。な
お、高減衰ゴムを用いてゴム層3を形成してもよい。The reinforcing layer 2 is composed of a plurality of thin reinforcing steel plates 21.
And the thick reinforcing steel plate 24 embedded in the upper end surface 22 of the rubber layer 3, the rubber layer 3 made of natural rubber or the like is formed so as to cover the outer peripheral edge of the reinforcing layer 2 and the rubber layer 3. The reinforcing layer 2 is adhered to each other by vulcanization adhesion or the like. The rubber layer 3 may be formed using a high damping rubber.
【0015】滑り材6は、水平方向に変位しないよう
に、厚肉補強板24に一部が埋め込まれて積層ゴム体4
の上端面5に取り付けられている。本例の滑り材6は、
ポリテトラフルオロエチレン樹脂を主体とする板状部材
からなるが、これに代えて、鋼板と、この鋼板において
後述する低摩擦層33に摺動自在に当接する側の面全体
に、当該低摩擦層33の形成材料と同等のもので同様に
して形成された滑り層とを具備したものであってもよ
い。The sliding member 6 is partially embedded in the thick reinforcing plate 24 so as not to be displaced in the horizontal direction, so that the laminated rubber body 4 is formed.
Is attached to the upper end surface 5 of the. The sliding member 6 of this example is
It is composed of a plate-shaped member mainly composed of polytetrafluoroethylene resin, but instead of this, a low-friction layer is formed on the entire surface of the steel plate and the side of the steel plate that slidably contacts a low-friction layer 33 described later. 33, which is equivalent to the forming material of 33 and includes a sliding layer formed in the same manner.
【0016】介在体7は、鋼製の介在体本体31と、介
在体本体31の一方の面32の全体に一体的に形成され
た非圧縮性の低摩擦層33とを具備しており、介在体7
は、低摩擦層33を介して滑り材6に摺動自在に当接し
ている。低摩擦層33は、介在体本体31の一方の面3
2に、ポリテトラフルオロエチレン樹脂粉末を溶融焼き
付けして又は接着剤などによりポリテトラフルオロエチ
レン樹脂薄膜を接着して形成されている。The interposer 7 includes an interposer body 31 made of steel and an incompressible low friction layer 33 integrally formed on the entire one surface 32 of the interposer body 31. Interposer 7
Are in slidable contact with the sliding member 6 via the low friction layer 33. The low-friction layer 33 is provided on the one surface 3 of the interposer body 31.
2 is formed by melting and baking polytetrafluoroethylene resin powder or adhering a polytetrafluoroethylene resin thin film with an adhesive or the like.
【0017】なお本例では、滑り材6の上面26に対し
て、低摩擦層33の下面27の方が全水平方向において
10cm以上広くなるように、滑り材6及び介在体7が
形成されており、これにより、介在体7に対する滑り材
6の全水平方向の相対摺動(相対滑り変位)における低
摩擦層33を介する滑り材6の介在体7に対する相対摺
動可能量(相対滑り変位可能距離)が10cm以上とな
るようになっている。なお、低摩擦層33を介在体本体
31の面32の全体に形成する必要はなく、上記の相対
摺動可能量を10cm以上とする場合には、その領域の
みに低摩擦層33を形成してもよい。In this example, the sliding member 6 and the intervening member 7 are formed so that the lower surface 27 of the low friction layer 33 is wider than the upper surface 26 of the sliding member 6 by 10 cm or more in all horizontal directions. As a result, the relative sliding amount of the sliding member 6 with respect to the intervening member 7 through the low friction layer 33 in the relative sliding (relative sliding displacement) of the sliding member 6 with respect to the interposing member 7 in all horizontal directions (relative sliding displacement is possible). The distance) is 10 cm or more. It is not necessary to form the low-friction layer 33 on the entire surface 32 of the intermediate body 31, and when the relative slidable amount is 10 cm or more, the low-friction layer 33 is formed only in that region. May be.
【0018】鋼板等から形成された取付け板9は、板状
基部41と、板状基部41に一体的に形成された補強部
42と具備しており、補強部42は、ゴム層3の下端面
23に埋め込まれて配されており、これにより、取付け
板9は、積層ゴム体4の下端面8に対して水平方向に滑
らないようにされている。The mounting plate 9 formed of a steel plate or the like has a plate-shaped base portion 41 and a reinforcing portion 42 formed integrally with the plate-shaped base portion 41. The reinforcing portion 42 is provided under the rubber layer 3. The mounting plate 9 is embedded in the end surface 23 so that the mounting plate 9 does not slide in the horizontal direction with respect to the lower end surface 8 of the laminated rubber body 4.
【0019】以上の免震支承装置1は、例えば上部構造
物51と地盤の基礎52との間に配され、上部構造物5
1には介在体7がボルト等により固定され、基礎52に
は取付け板9がアンカーボルト等により固定されて、上
部構造物51を免震支持するようにして使用される。微
小地震(振動加速度の小さい振動)の際には、介在体7
と滑り材6との間には、その間の摩擦力により水平方向
の相対的滑り変位は生じなく、積層ゴム体4が水平方向
に剪断変形されて、微小地震による振動エネルギはこの
剪断変形により減衰され、上部構造物51への振動の伝
達が低減される。比較的大きな地震(振動加速度の大き
い振動)の際には、介在体7に対して滑り材6が水平方
向に滑り変位し、この大きな地震による振動は上部構造
物51へ伝達されない一方、滑り変位における摩擦熱と
積層ゴム体4の水平方向の剪断変形とによりその振動エ
ネルギは減衰され、これにより上部構造物51はこの振
動から効果的に保護される。The seismic isolation bearing device 1 described above is arranged, for example, between the upper structure 51 and the ground foundation 52, and the upper structure 5 is installed.
An interposer 7 is fixed to 1 by bolts and the like, and a mounting plate 9 is fixed to the foundation 52 by anchor bolts and the like, and the upper structure 51 is seismically isolated and used. In the case of a small earthquake (vibration with small vibration acceleration), the inclusion body 7
Between the sliding member 6 and the sliding member 6, relative sliding displacement in the horizontal direction does not occur due to the frictional force therebetween, the laminated rubber body 4 is sheared and deformed in the horizontal direction, and the vibration energy due to the small earthquake is attenuated by this shearing and deformation. Therefore, the transmission of vibration to the upper structure 51 is reduced. At the time of a comparatively large earthquake (vibration with a large vibration acceleration), the sliding member 6 slides and displaces horizontally with respect to the interposer 7, and the vibration due to this large earthquake is not transmitted to the upper structure 51, while the sliding displacement is large. The vibration energy is damped by the frictional heat in the above and the horizontal shearing deformation of the laminated rubber body 4, whereby the upper structure 51 is effectively protected from this vibration.
【0020】ところで、免震支承装置1では、滑り材6
は、低摩擦層33を介して介在体7に当接しているた
め、介在体7に対して水平方向に滑り変位し易く、した
がって、小規模の地震においても介在体7と滑り材6と
の間に水平方向の相対的滑り変位を生じさせることがで
き、上部構造物51をこの小規模の地震の振動からも効
果的に保護することができる。更に、鋼製の介在体本体
31の一方の面32が低摩擦層33によって被覆されて
いるため、長期の使用において介在体本体31自体に錆
等が生じたりしてもその影響がなく、初期の免震効果を
長期に亘って維持することができる。By the way, in the seismic isolation bearing device 1, the sliding member 6
Is in contact with the intervening body 7 via the low friction layer 33, so that the intervening body 7 is likely to slide and displace in the horizontal direction. A horizontal relative sliding displacement can be generated between them, and the upper structure 51 can be effectively protected from the vibration of this small-scale earthquake. Further, since the one surface 32 of the steel interposer body 31 is covered with the low friction layer 33, even if the interposer body 31 itself is rusted or the like during long-term use, there is no effect, and the initial stage is not affected. The seismic isolation effect of can be maintained for a long time.
【0021】なお、免震支承装置1では、介在体7と滑
り材6との間に水平方向の相対的滑り変位が生じた後
に、上部構造物51を初期設定位置(原点位置)に復帰
させる機能が十分でない。そこでこれを補うために、図
2に示すように、上部構造物51と基礎52との間に水
平方向にばね力を発生するばね装置1を免震支承装置1
に併置してもよく、更には図3に示すように、原点復帰
型積層ゴム支承装置62を併置してもよい。図3に示す
原点復帰型積層ゴム支承装置62は、積層ゴム体4と同
様の積層ゴム体65と、積層ゴム体65の上下面に固着
された上下取付け板66及び67とを具備し、上取付け
板66がボルト等により上部構造物51に、下取付け板
67がアンカーボルト等により基礎52に固定されて用
いられる。この場合、積層ゴム体65のゴム層を、高減
衰ゴムを用いて形成してもよく、また、積層ゴム体65
を積層方向に貫通して鉛を封入して鉛入り積層ゴム体6
5としてもよい。In the seismic isolation bearing 1, the upper structure 51 is returned to the initial setting position (origin position) after a relative horizontal sliding displacement occurs between the interposer 7 and the sliding member 6. Function is not enough. In order to compensate for this, as shown in FIG. 2, the spring device 1 that generates a spring force in the horizontal direction between the upper structure 51 and the foundation 52 is installed in the seismic isolation bearing device 1.
3 may be placed side by side, and as shown in FIG. 3, the origin return type laminated rubber bearing device 62 may be placed side by side. The origin return type laminated rubber bearing device 62 shown in FIG. 3 includes a laminated rubber body 65 similar to the laminated rubber body 4, and upper and lower attachment plates 66 and 67 fixed to the upper and lower surfaces of the laminated rubber body 65. The mounting plate 66 is fixed to the upper structure 51 with bolts or the like, and the lower mounting plate 67 is fixed to the foundation 52 with anchor bolts or the like. In this case, the rubber layer of the laminated rubber body 65 may be formed by using a high damping rubber.
Lead-containing laminated rubber body 6 by penetrating in the stacking direction and enclosing lead
It may be 5.
【0022】[0022]
【発明の効果】以上のように本発明によれば、滑り当接
面における摩擦抵抗の低減を図り得て、滑り当接面での
容易な滑り変位を確保し得て、中規模の地震に対しては
勿論のこと、更に小規模の地震等による振動に対しても
上部構造物へのその伝達を低減し得、上部構造物の確実
な保護を達成し得る。As described above, according to the present invention, it is possible to reduce the frictional resistance on the sliding contact surface, to secure an easy sliding displacement on the sliding contact surface, and to prevent a medium-scale earthquake. In addition to this, of course, it is possible to reduce the transmission thereof to the upper structure even with respect to vibration due to a small-scale earthquake or the like, and to achieve reliable protection of the upper structure.
【図1】本発明の好ましい一実施例の断面図である。FIG. 1 is a cross-sectional view of a preferred embodiment of the present invention.
【図2】図1の例の他の使用例の説明図である。FIG. 2 is an explanatory diagram of another usage example of the example of FIG.
【図3】図1の例の更に他の使用例の説明図である。FIG. 3 is an explanatory diagram of still another usage example of the example of FIG. 1.
1 免震支承装置 2 補強層 3 ゴム層 4 積層ゴム体 6 滑り材 31 介在体本体 33 低摩擦層 1 Seismic Isolation Bearing Device 2 Reinforcement Layer 3 Rubber Layer 4 Laminated Rubber Body 6 Sliding Material 31 Interposer Body 33 Low Friction Layer
フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 F16F 15/04 8312−3J F16F 15/04 B Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI technical display location F16F 15/04 8312-3J F16F 15/04 B
Claims (6)
積層ゴム体と、この積層ゴム体の一端面に取り付けられ
た滑り材と、この滑り材に対して摺動自在に当接した介
在体とを具備しており、介在体は、介在体本体と、介在
体本体の一方の面に一体的に形成された低摩擦層とを具
備しており、介在体は、低摩擦層を介して滑り材に摺動
自在に当接している免震支承装置。1. A laminated rubber body in which reinforcing layers and rubber layers are alternately laminated, a sliding member attached to one end surface of the laminated rubber body, and slidably abutting on the sliding member. The intermediate body includes an intermediate body and a low friction layer integrally formed on one surface of the intermediate body. The intermediate is a low friction layer. A seismic isolation bearing that slidably abuts on the sliding member via.
対摺動における低摩擦層を介するその相対摺動可能量が
10cm以上となるように、低摩擦層が介在体本体の一
方の面に形成されている請求項1に記載の免震支承装
置。2. The low friction layer is provided on one surface of the main body of the interposer so that the relative slidable amount through the low friction layer in the relative sliding of the sliding member with respect to the interposition in all horizontal directions is 10 cm or more. The seismic isolation bearing device according to claim 1, which is formed.
ン樹脂からなる請求項1又は2に記載の免震支承装置。3. The seismic isolation bearing device according to claim 1, wherein the low friction layer is made of polytetrafluoroethylene resin.
上面及び下面のうちの少なくとも一方に配された厚肉補
強板とを具備しており、滑り材は、厚肉補強板に一部が
埋め込まれて積層ゴム体の一端面に取り付けられている
請求項1から3のいずれか一項に記載の免震支承装置。4. The reinforcing layer comprises a thin reinforcing plate and a thick reinforcing plate disposed on at least one of the upper surface and the lower surface of the laminated rubber body, and the sliding member is a thick reinforcing plate. The seismic isolation bearing device according to any one of claims 1 to 3, which is partially embedded and attached to one end surface of the laminated rubber body.
に配されて、上部構造物を免震支持するために使用され
る免震支承装置であって、介在体は、上部構造物側又は
下部構造物側若しくは地盤側に配される請求項1から4
のいずれか一項に記載の免震支承装置。5. A seismic isolation bearing device, which is arranged between an upper structure and a lower structure or the ground, and is used for seismically supporting the upper structure, wherein the interposition body is the upper structure. Side or substructure side or ground side is arranged.
The seismic isolation support device described in any one of 1.
に配された水平ばね装置又は原点復帰型積層ゴム支承装
置と併置して使用される請求項1から5のいずれか一項
に記載の免震支承装置。6. The horizontal spring device or the return-to-origin type laminated rubber bearing device arranged between the upper structure and the lower structure or the ground, and used in parallel with any one of claims 1 to 5. Seismic isolation support device described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15029296A JP3694982B2 (en) | 1996-05-22 | 1996-05-22 | Seismic isolation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15029296A JP3694982B2 (en) | 1996-05-22 | 1996-05-22 | Seismic isolation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09310408A true JPH09310408A (en) | 1997-12-02 |
| JP3694982B2 JP3694982B2 (en) | 2005-09-14 |
Family
ID=15493810
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15029296A Expired - Lifetime JP3694982B2 (en) | 1996-05-22 | 1996-05-22 | Seismic isolation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3694982B2 (en) |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11159184A (en) * | 1997-11-26 | 1999-06-15 | Shimizu Corp | Seismic isolated building |
| JP2000120775A (en) * | 1998-10-15 | 2000-04-25 | Takenaka Komuten Co Ltd | Arrangement method for elastic sliding support between foundation and structural body, and elastic sliding support used in the same |
| JP2000120774A (en) * | 1998-10-15 | 2000-04-25 | Takenaka Komuten Co Ltd | Elastic slide bearing and base isolation structure with this slide bearing |
| JP2000170829A (en) * | 1998-12-02 | 2000-06-23 | Takenaka Komuten Co Ltd | Sliding base isolation device and base isolation structure |
| JP2001288928A (en) * | 2000-04-07 | 2001-10-19 | Okumura Corp | Composite seismic isolation mechanism |
| JP2003106099A (en) * | 2001-09-28 | 2003-04-09 | Okumura Corp | Detachable stress relief device for box culvert tunnel and method of mounting the device on box culvert tunnel |
| JP2003301883A (en) * | 2002-04-12 | 2003-10-24 | Kawaguchi Metal Industries Co Ltd | Sliding bearing |
| JP2004084852A (en) * | 2002-08-28 | 2004-03-18 | Toyo Tire & Rubber Co Ltd | Laminated rubber structure |
| JP2008261490A (en) * | 2007-03-16 | 2008-10-30 | Nippon Steel Engineering Co Ltd | Sliding type laminated plate support, structure, and sliding type laminated plate support adjusting method |
| JP2009068556A (en) * | 2007-09-11 | 2009-04-02 | Ohbayashi Corp | Base isolation device |
| JP2011058330A (en) * | 2009-09-14 | 2011-03-24 | Tokyo Institute Of Technology | Moving method of structure and building |
| JP2011214703A (en) * | 2010-04-02 | 2011-10-27 | Takenaka Komuten Co Ltd | Sliding support apparatus |
| JP2012013234A (en) * | 2011-10-03 | 2012-01-19 | Ohbayashi Corp | Base isolation device |
| JP2012013235A (en) * | 2011-10-03 | 2012-01-19 | Ohbayashi Corp | Base isolation device |
| JP2012042055A (en) * | 2011-10-03 | 2012-03-01 | Ohbayashi Corp | Base isolation device |
| JP2012052665A (en) * | 2011-10-03 | 2012-03-15 | Ohbayashi Corp | Seismic isolation device |
| JP2018111970A (en) * | 2017-01-11 | 2018-07-19 | 株式会社竹中工務店 | Seismic isolation structure |
| JP2018111969A (en) * | 2017-01-11 | 2018-07-19 | 株式会社竹中工務店 | Base-isolated structure |
| CN108951409A (en) * | 2018-09-27 | 2018-12-07 | 云南煤化工应用技术研究院 | A kind of unidirectional sliding benzvalene form shock mount of bridge |
| JP2020023781A (en) * | 2018-08-06 | 2020-02-13 | 株式会社ビービーエム | Multi-sided slide bearing device for structures |
| JP2020133331A (en) * | 2019-02-25 | 2020-08-31 | 株式会社ビー・ビー・エム | Characteristic period conversion type bearing device for structure |
| CN112360000A (en) * | 2020-11-24 | 2021-02-12 | 中建三局集团有限公司 | Three-dimensional shock insulation support |
-
1996
- 1996-05-22 JP JP15029296A patent/JP3694982B2/en not_active Expired - Lifetime
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11159184A (en) * | 1997-11-26 | 1999-06-15 | Shimizu Corp | Seismic isolated building |
| JP2000120775A (en) * | 1998-10-15 | 2000-04-25 | Takenaka Komuten Co Ltd | Arrangement method for elastic sliding support between foundation and structural body, and elastic sliding support used in the same |
| JP2000120774A (en) * | 1998-10-15 | 2000-04-25 | Takenaka Komuten Co Ltd | Elastic slide bearing and base isolation structure with this slide bearing |
| JP2000170829A (en) * | 1998-12-02 | 2000-06-23 | Takenaka Komuten Co Ltd | Sliding base isolation device and base isolation structure |
| JP2001288928A (en) * | 2000-04-07 | 2001-10-19 | Okumura Corp | Composite seismic isolation mechanism |
| JP2003106099A (en) * | 2001-09-28 | 2003-04-09 | Okumura Corp | Detachable stress relief device for box culvert tunnel and method of mounting the device on box culvert tunnel |
| JP2003301883A (en) * | 2002-04-12 | 2003-10-24 | Kawaguchi Metal Industries Co Ltd | Sliding bearing |
| JP2004084852A (en) * | 2002-08-28 | 2004-03-18 | Toyo Tire & Rubber Co Ltd | Laminated rubber structure |
| JP2008261490A (en) * | 2007-03-16 | 2008-10-30 | Nippon Steel Engineering Co Ltd | Sliding type laminated plate support, structure, and sliding type laminated plate support adjusting method |
| JP2009068556A (en) * | 2007-09-11 | 2009-04-02 | Ohbayashi Corp | Base isolation device |
| JP2011058330A (en) * | 2009-09-14 | 2011-03-24 | Tokyo Institute Of Technology | Moving method of structure and building |
| JP2011214703A (en) * | 2010-04-02 | 2011-10-27 | Takenaka Komuten Co Ltd | Sliding support apparatus |
| JP2012013234A (en) * | 2011-10-03 | 2012-01-19 | Ohbayashi Corp | Base isolation device |
| JP2012013235A (en) * | 2011-10-03 | 2012-01-19 | Ohbayashi Corp | Base isolation device |
| JP2012042055A (en) * | 2011-10-03 | 2012-03-01 | Ohbayashi Corp | Base isolation device |
| JP2012052665A (en) * | 2011-10-03 | 2012-03-15 | Ohbayashi Corp | Seismic isolation device |
| JP2018111970A (en) * | 2017-01-11 | 2018-07-19 | 株式会社竹中工務店 | Seismic isolation structure |
| JP2018111969A (en) * | 2017-01-11 | 2018-07-19 | 株式会社竹中工務店 | Base-isolated structure |
| JP2020023781A (en) * | 2018-08-06 | 2020-02-13 | 株式会社ビービーエム | Multi-sided slide bearing device for structures |
| CN108951409A (en) * | 2018-09-27 | 2018-12-07 | 云南煤化工应用技术研究院 | A kind of unidirectional sliding benzvalene form shock mount of bridge |
| JP2020133331A (en) * | 2019-02-25 | 2020-08-31 | 株式会社ビー・ビー・エム | Characteristic period conversion type bearing device for structure |
| CN112360000A (en) * | 2020-11-24 | 2021-02-12 | 中建三局集团有限公司 | Three-dimensional shock insulation support |
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