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JP6678006B2 - Slide bearing device for structures - Google Patents

Slide bearing device for structures Download PDF

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Publication number
JP6678006B2
JP6678006B2 JP2015217227A JP2015217227A JP6678006B2 JP 6678006 B2 JP6678006 B2 JP 6678006B2 JP 2015217227 A JP2015217227 A JP 2015217227A JP 2015217227 A JP2015217227 A JP 2015217227A JP 6678006 B2 JP6678006 B2 JP 6678006B2
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plate
shoe
connecting plate
slide
fixed
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JP2017089145A (en
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合田 裕一
裕一 合田
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BRIDGE BEARING MANUFACTURE CO., LTD.
Kaimon KK
Miwa Tech Co Ltd
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BRIDGE BEARING MANUFACTURE CO., LTD.
Kaimon KK
Miwa Tech Co Ltd
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  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

本発明は、建築物、橋梁等の構造物の上部構造と下部構造との間に設置され、地震時の水平変位に対してスライド面を介したスライドにより地震エネルギーを減衰すると共に、弾性体の変形によりの地震エネルギーを吸収する構造物用スライド支承装置において、支承装置の寸法を変えずに弾性体のばね力を大きくし、支承装置の小型化を実現することが可能な構造物用スライド支承装置に関する。   The present invention is installed between an upper structure and a lower structure of a structure such as a building, a bridge, etc., and attenuates seismic energy by sliding through a sliding surface against horizontal displacement during an earthquake, and an elastic body. A slide bearing for a structure that absorbs seismic energy due to deformation and that can increase the spring force of an elastic body without changing the size of the bearing, thereby realizing the downsizing of the bearing. Related to the device.

兵庫県南部地震以降、高減衰ゴム系の免震支承や鉛プラグ入り積層ゴム支承等を用いて長周期化と高減衰化により地震力の低減と耐震性の向上を図る免震構造が一般的に採用されるようになってきている。機能分離型の支承構造として、鉛直荷重を受け持つ鉛直荷重支持支承と水平力を受け持つ水平力分散支承を組み合わせた支承構造が採用される事例が増えつつある。   Since the Hyogoken-Nanbu Earthquake, seismic isolation structures that use seismic isolation bearings of high damping rubber or laminated rubber bearings with lead plugs to reduce seismic force and improve seismic resistance by increasing the period and increasing damping are common. It is being adopted. As a bearing structure of a function separation type, a bearing structure combining a vertical load supporting bearing for bearing a vertical load and a horizontal force distribution bearing for bearing a horizontal force is increasing.

また、構造物の免震又は制震支承装置として、上部構造と下部構造の間に上下一方の面をスライド面とした弾性支承を配置し、スライド面の摩擦力により地震時下部構造に作用する水平変位を低減して上部構造に伝達する構造物用両面スライド支承装置が提案されている。   In addition, as a seismic isolation or seismic isolation bearing device for a structure, an elastic bearing with one of the upper and lower surfaces as a sliding surface is arranged between the upper structure and the lower structure, and acts on the lower structure during an earthquake due to the frictional force of the sliding surface. 2. Description of the Related Art A double-sided slide bearing device for a structure that reduces a horizontal displacement and transmits the same to an upper structure has been proposed.

特開2001−140976号公報JP 2001-14076 A 特開2002−39266号公報JP-A-2002-39266

しかしながら、従来のスライド支承装置は、弾性支承を構成する弾性体が地震時の大きな変位により大きく変形し、弾性体が破損する恐れがある。地震時の大きな変位に対応するため弾性支承の弾性体の寸法を大きくする必要がある。その結果、支承装置が大型化し、設置コストが上昇するという問題を有する。   However, in the conventional slide bearing device, there is a possibility that the elastic body constituting the elastic bearing is largely deformed by a large displacement during an earthquake, and the elastic body is damaged. In order to cope with a large displacement during an earthquake, it is necessary to increase the size of the elastic body of the elastic bearing. As a result, there is a problem that the size of the bearing device is increased and the installation cost is increased.

本発明は、前記従来技術の持つ問題点を解決する、構造が簡単で、地震時に作用する水平変位に対してスライド面のスライドによる摩擦減衰と弾性支承の弾性体の弾性変形により吸収し、寸法を変えずに弾性体のばね力を増強して支承装置の小型化することが可能な構造物用スライド支承装置を提供することを目的とする。   The present invention solves the problems of the prior art, has a simple structure, absorbs horizontal displacement acting during an earthquake by friction damping due to sliding of a sliding surface and elastic deformation of an elastic body of an elastic bearing, and has a dimension. An object of the present invention is to provide a slide support device for a structure that can increase the spring force of an elastic body without changing the size of the support device and reduce the size of the support device.

本発明の構造物スライド支承装置は、前記課題を解決するために、上部構造に固定される上沓と、下部構造に固定される下沓と、前記上沓と下沓の間に配置され、弾性体の上下に上下部連結プレートと弾性体の中間部に中間部連結プレートを一体化した弾性支承と、を備え、前記上部プレートと前記下部プレートの一方を上沓又は下沓に固定し、前記上部プレートと前記下部プレートの他方にスライドプレートを固定し、前記中間部連結プレートに前記スライドプレートとスライド面を形成する上沓又は下沓に配置した変位伝達部と係合して直交する一方の方向の変位を伝達するロック部を形成し、前記上沓と下沓に前記スライドプレートと前記中間部連結プレートの直交する他方の方向の移動を阻止する部材を配置し、前記中間部連結プレートの直交する一方の方向の長さを上下部連結プレートとスライドプレートの長さより長くし、直交する他方の方向の長さを上下部連結プレートとスライドプレートの長さより長くし、前記中間部連結プレートの直交する一方の方向の中間部の両側辺部に変位伝達部と係合するロック部を形成すること特徴とする。
The structure slide bearing device of the present invention, in order to solve the above problems, an upper shoe fixed to the upper structure, a lower shoe fixed to the lower structure, and disposed between the upper and lower shoes, An elastic support in which an upper and lower connecting plate and an intermediate connecting plate are integrated at an intermediate portion of the elastic body above and below the elastic body, and one of the upper plate and the lower plate is fixed to an upper or lower shoe, A slide plate is fixed to the other of the upper plate and the lower plate, and is engaged with a displacement transmitting portion disposed on an upper shoe or a lower shoe forming a slide surface with the slide plate on the intermediate portion connecting plate. of forming a locking unit for transmitting a direction of displacement, is arranged a member for preventing the orthogonal movement in the other direction of the slide plate and the intermediate portion connecting plate on said shoe and a lower shoe, the intermediate portion connecting the pre The length of one of the orthogonal directions is longer than the length of the upper and lower connection plates and the slide plate, and the length of the other orthogonal direction is longer than the length of the upper and lower connection plates and the slide plate. A locking portion is formed on both sides of the intermediate portion in one direction perpendicular to the plate to engage with the displacement transmitting portion .

また、本発明の構造物スライド支承装置は、前記弾性支承を固定した上沓又は下沓に前記中間部連結プレートの両側面と面接触し前記中間部連結プレートの直交する一方の方向の移動をガイドすると共に直交する他方の方向の移動を阻止するブロック部材を配置することを特徴とする。   In addition, the structure slide bearing device of the present invention is configured such that the upper shoe or the lower shoe to which the elastic bearing is fixed is brought into surface contact with both side surfaces of the intermediate portion connecting plate to move the intermediate portion connecting plate in one orthogonal direction. It is characterized in that a block member that guides and prevents movement in the other direction orthogonal to the other is arranged.

また、本発明の構造物スライド支承装置は、前記上沓又は前記下沓に一対の変位伝達部を配置し、前記一対の変位伝達部が前記スライドプレートの両側面と面接触し前記スライドプレートの直交する一方の方向の移動をガイドすると共に直交する他方の方向の移動を阻止することを特徴とする。   Further, in the structure slide bearing device of the present invention, a pair of displacement transmitting portions are arranged on the upper shoe or the lower shoe, and the pair of displacement transmitting portions are in surface contact with both side surfaces of the slide plate, and It is characterized in that it guides movement in one orthogonal direction and prevents movement in the other orthogonal direction.

上部構造に固定される上沓と、下部構造に固定される下沓と、前記上沓と下沓の間に配置され、弾性体の上下に上下部連結プレートと弾性体の中間部に中間部連結プレートを一体化した弾性支承と、を備え、前記上部プレートと前記下部プレートの一方を上沓又は下沓に固定し、前記上部プレートと前記下部プレートの他方にスライドプレートを固定し、前記中間部連結プレートに前記スライドプレートとスライド面を形成する上沓又は下沓に配置した変位伝達部と係合して直交する一方の方向の変位を伝達するロック部を形成し、前記上沓と下沓に前記スライドプレートと前記中間部連結プレートの直交する他方の方向の移動を阻止する部材を配置し、前記中間部連結プレートの直交する一方の方向の長さを上下部連結プレートとスライドプレートの長さより長くし、直交する他方の方向の長さを上下部連結プレートとスライドプレートの長さより長くし、前記中間部連結プレートの直交する一方の方向の中間部の両側辺部に変位伝達部と係合するロック部を形成することで、地震時の水平変位が変位伝達部を介して強制的に中間部連結プレートに伝達され、中間連結プレートで上下に分離された弾性体が同一方向に変形し同一寸法の弾性体の上下一方に変位が伝達される場合に比較し弾性体のばね力が大幅に増強され、支承装置の小型化を図ることが可能となり、上下に弾性部材が一体化された中間部プレートに直接変位伝達部から地震時の水平変位が伝達されるので、中間連結プレートで上下に分離された弾性体が同一方向に変形し同一寸法の弾性体の上下一方に変位が伝達される場合に比較し弾性体のばね力が大幅に増強され、支承装置の小型化を図ることが可能となる。
弾性支承を固定した上沓又は下沓に中間部連結プレートの両側面と面接触し中間部連結プレートの直交する一方の方向の移動をガイドすると共に直交する他方の方向の移動を阻止するブロック部材を配置することで、中間部連結プレートの地震時の直交する一方の方向の移動を確実にすることが可能となる。
上沓又は下沓に一対の変位伝達部材を配置し、一対の変位伝達部材がスライドプレートの両側面と面接触しスライドプレートの直交する一方の方向の移動をガイドすると共に直交する他方の方向の移動を阻止することで、スライドプレートの地震時の直交する一方の方向の移動を確実にすることが可能となる。
An upper shoe fixed to the upper structure, a lower shoe fixed to the lower structure, and a middle part disposed between the upper and lower elastic plates and an intermediate portion between the upper and lower connecting plates and the elastic member. An elastic bearing integrating a connection plate, wherein one of the upper plate and the lower plate is fixed to an upper shoe or a lower shoe, and a slide plate is fixed to the other of the upper plate and the lower plate; A lock portion that transmits a displacement in one orthogonal direction by engaging a displacement transmitting portion disposed on an upper shoe or a lower shoe forming a slide surface with the slide plate is formed on a portion connecting plate, and the upper shoe and the lower shoe are formed. place a member for preventing the movement of the other direction the perpendicular of the slide plate and the intermediate portion connecting plate shoe, the intermediate portion connecting plate length orthogonal one direction upper and lower connection plate and the slide The length is longer than the length of the rate, the length in the other orthogonal direction is longer than the length of the upper and lower connecting plates and the slide plate, and the displacement is transmitted to both sides of the intermediate portion in the orthogonal direction of the intermediate connecting plate. By forming a lock part that engages with the part, the horizontal displacement during the earthquake is forcibly transmitted to the intermediate part connecting plate via the displacement transmitting part, and the elastic body separated vertically by the intermediate connecting plate is in the same direction. the spring force as compared to the elastic member when deformed displaced one above and below the elastic body of the same size are transmitted can be greatly enhanced in, it is possible to reduce the size of the bearing device, the upper and lower elastic member integrally The horizontal displacement at the time of the earthquake is directly transmitted from the displacement transmission section to the intermediate part plate, so the elastic body separated vertically by the intermediate connecting plate is deformed in the same direction and displaced to the top and bottom of the elastic body of the same size Is transmitted The spring force as compared to the elastic member in the case of is greatly enhanced, and it is possible to reduce the size of the bearing apparatus.
A block member that comes into surface contact with the upper or lower shoe to which the elastic bearing is fixed, on both sides of the intermediate connecting plate to guide the movement of the intermediate connecting plate in one orthogonal direction and to prevent the movement in the other orthogonal direction. By arranging, it is possible to surely move the intermediate connecting plate in one of the orthogonal directions during an earthquake.
A pair of displacement transmitting members are arranged on the upper shoe or the lower shoe, and the pair of displacement transmitting members are in surface contact with both side surfaces of the slide plate to guide the movement of the slide plate in one orthogonal direction and in the other orthogonal direction. By preventing the movement, it is possible to ensure the movement of the slide plate in one direction orthogonal to the time of the earthquake.

本発明の実施形態を示す図である。It is a figure showing an embodiment of the present invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention. (a)(b)本発明の実施形態を示す図である。(A) (b) It is a figure which shows embodiment of this invention.

本発明の実施形態を図により説明する。図1は、本発明の一実施形態を示す縦断面図である。   An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a longitudinal sectional view showing one embodiment of the present invention.

下部構造2に下沓4がアンカーボルト6により固定される。上部構造3にセットボルト7により上沓5が固定される。下沓4と上沓5の間に弾性支承8が配置される。弾性支承8は弾性体9の上部に上部連結プレート10、下部に下部連結プレート11、中間部に中間部連結プレート12が加硫成形により一体化されて形成する。弾性体9としては積層ゴムや高減衰性ゴム等である。   The lower shoe 4 is fixed to the lower structure 2 by the anchor bolt 6. The upper shoe 5 is fixed to the upper structure 3 by the set bolt 7. An elastic bearing 8 is arranged between the lower shoe 4 and the upper shoe 5. The elastic bearing 8 is formed by integrating an upper connecting plate 10 on an elastic body 9, a lower connecting plate 11 on a lower part, and an intermediate connecting plate 12 on an intermediate part by vulcanization molding. The elastic body 9 is a laminated rubber, a high damping rubber, or the like.

弾性支承8の下部連結プレート11と下沓4が連結ボルト13により固定される。上部連結プレート10にスライドプレート14が固定ボルト15により固定される。この実施形態では、下部連結プレート11を下沓4に固定しているが、上部連結プレート10を上沓5に固定し、下部連結プレート11にスライドプレート14を固定しても良い。   The lower connecting plate 11 of the elastic bearing 8 and the lower shoe 4 are fixed by connecting bolts 13. The slide plate 14 is fixed to the upper connecting plate 10 by fixing bolts 15. In this embodiment, the lower connecting plate 11 is fixed to the lower shoe 4, but the upper connecting plate 10 may be fixed to the upper shoe 5, and the slide plate 14 may be fixed to the lower connecting plate 11.

図2(a)(b)は、下沓4の一実施形態を示す上面図と側面図である。下沓4には、アンカーボルト挿通孔4aと連結ボルト挿通孔4bが複数形成される。下沓4の4隅に中間部連結プレート12の側面と接触し、中間部連結プレート12の直交する一方の方向(以下、「X方向」という。)の移動をガイドし、直交する他方の方向の移動を阻止するブロック部材4cを配置する。ブロック部材4cの上端面が上沓5の下面に接触する高さとする。ブロック部材4c、4cのY方向間の距離をL1とする。   FIGS. 2A and 2B are a top view and a side view showing an embodiment of the lower shoe 4. In the lower shoe 4, a plurality of anchor bolt insertion holes 4a and a plurality of connection bolt insertion holes 4b are formed. The four corners of the lower shoe 4 are in contact with the side surfaces of the intermediate connecting plate 12 to guide the movement of the intermediate connecting plate 12 in one orthogonal direction (hereinafter referred to as “X direction”) and the other orthogonal direction. The block member 4c for preventing the movement of the block is arranged. The height at which the upper end surface of the block member 4c contacts the lower surface of the upper shoe 5 is set. Let L1 be the distance between the block members 4c and 4c in the Y direction.

図3(a)(b)は、上沓5の一実施形態を示す側面図と上面図である。上沓5には、セットボルト挿通孔5aが複数形成される。上沓5のX方向に伸びる両側辺の中央に変位伝達部5bが形成される。変位伝達部5bは、後述する中間部連結プレート12に形成したロック部12cと係合し、中間部連結プレート12にX方向の変位を伝達する。変位伝達部5b、5bのY方向の間隔L3はスライドプレート14のY方向の距離L4とほぼ同じで、スライドプレート14のX方向の移動に対するガイドとしての機能とスライドプレート14のY方向の移動を阻止する機能を有する。   FIGS. 3A and 3B are a side view and a top view showing an embodiment of the upper shoe 5. In the upper shoe 5, a plurality of set bolt insertion holes 5a are formed. A displacement transmitting portion 5b is formed at the center of both sides of the upper shoe 5 extending in the X direction. The displacement transmitting portion 5b is engaged with a lock portion 12c formed on the intermediate portion connecting plate 12, which will be described later, and transmits a displacement in the X direction to the intermediate portion connecting plate 12. The distance L3 between the displacement transmitting portions 5b and 5b in the Y direction is substantially the same as the distance L4 in the Y direction of the slide plate 14, and serves as a guide for the movement of the slide plate 14 in the X direction and the movement of the slide plate 14 in the Y direction. Has the function of blocking.

図4(a)(b)は、弾性支承8の一実施形態を示す上面図と側面図である。弾性支承8は、弾性体9の上部に上部連結プレート10が配置され、下部には下部連結プレート11が配置され、中間部には中間部連結プレート12が配置される。弾性体9、上部連結プレート10、下部連結プレート11、中間部連結プレート12は加硫成形により一体化される。   FIGS. 4A and 4B are a top view and a side view showing one embodiment of the elastic bearing 8. In the elastic bearing 8, an upper connecting plate 10 is disposed on an upper portion of an elastic body 9, a lower connecting plate 11 is disposed on a lower portion, and an intermediate connecting plate 12 is disposed on an intermediate portion. The elastic body 9, the upper connecting plate 10, the lower connecting plate 11, and the intermediate connecting plate 12 are integrated by vulcanization molding.

下部連結プレート11は下沓4に連結ボルト13を介して固定され、上部連結プレート10には、固定ボルト15を介してスライドプレート14が固定される。上部連結プレート10を上沓5に固定し、下部連結プレート11にスライドプレート14を固定しても良い。   The lower connecting plate 11 is fixed to the lower shoe 4 via a connecting bolt 13, and the slide plate 14 is fixed to the upper connecting plate 10 via a fixing bolt 15. The upper connection plate 10 may be fixed to the upper shoe 5, and the slide plate 14 may be fixed to the lower connection plate 11.

中間部連結プレート12は、X方向の長さが下沓4のX方向の長さとほぼ同じにする。中間部連結プレート12のX方向の両側端部12aのY方向の長さL2は、下沓4に配置したブロック部材4c、4c間のY方向の距離L1とほぼ同じにする。ブロック部材4cは、中間部連結プレート12の側面と接触し、中間部連結プレート12のX方向の移動をてガイドし、Y方向の移動を阻止する。   The length of the intermediate connecting plate 12 in the X direction is substantially the same as the length of the lower shoe 4 in the X direction. The length L2 in the Y direction of both end portions 12a in the X direction of the intermediate portion connecting plate 12 is substantially equal to the distance L1 in the Y direction between the block members 4c, 4c arranged on the lower shoe 4. The block member 4c contacts the side surface of the intermediate connecting plate 12, guides the movement of the intermediate connecting plate 12 in the X direction, and prevents the movement in the Y direction.

中間部連結プレート12のX方向の中央部12bのY方向の長さは,両側端部12aのY方向の長さより長くし、中央部12bに上沓5に形成した変位伝達部5b、5bと係合するロック部12cが形成される。変位伝達部5bは、中間部連結プレート12に形成したロック部12cと係合し、中間部連結プレート12にX方向の変位を伝達する。   The length of the middle portion 12b in the X direction of the middle portion 12b in the Y direction is longer than the length of the both end portions 12a in the Y direction, and the displacement transmitting portions 5b and 5b formed on the upper shoe 5 in the middle portion 12b are formed. An engaging lock portion 12c is formed. The displacement transmitting portion 5b is engaged with a lock portion 12c formed on the intermediate portion connecting plate 12, and transmits the displacement in the X direction to the intermediate portion connecting plate 12.

上部連結プレート10に固定されるスライドプレート14のY方向の長さL4は、上沓5に形成される変位伝達部5b、5b間の距離L3とほぼ同じとする。変位伝達部5b、5bは、スライドプレート14の側面と接触し、スライドプレート14のX方向の移動をガイドし、Y方向の移動を阻止する。   The length L4 of the slide plate 14 fixed to the upper connection plate 10 in the Y direction is substantially the same as the distance L3 between the displacement transmitting portions 5b, 5b formed on the upper shoe 5. The displacement transmitting portions 5b, 5b contact the side surfaces of the slide plate 14, guide the slide plate 14 in the X direction, and prevent the slide plate 14 from moving in the Y direction.

図5(a)(b)は、地震時に構造物用スライド支承装置1に矢印方向の水平変位が負荷された状態を示す図である。上部構造3の矢印方向の水平変位は、上部構造3の固定された上沓5の変位伝達部5bと中間部連結プレート12のロック部12cとの係合により中間部連結プレート12に伝達される。中間部連結プレート12の下部には弾性体9と下部連結プレート11が一体化されている。中間部連結プレート12の上部には弾性体9と上部連結プレート10が一体化されている。   FIGS. 5A and 5B are views showing a state in which a horizontal displacement in the direction of the arrow is applied to the structure slide bearing device 1 during an earthquake. The horizontal displacement of the upper structure 3 in the direction of the arrow is transmitted to the intermediate connecting plate 12 by engagement of the displacement transmitting portion 5b of the fixed upper shoe 5 of the upper structure 3 with the lock portion 12c of the intermediate connecting plate 12. . The elastic body 9 and the lower connecting plate 11 are integrated below the intermediate connecting plate 12. The elastic body 9 and the upper connecting plate 10 are integrated on the upper part of the intermediate connecting plate 12.

下部連結プレート11は、連結ボルト13を介して下沓4に固定されている。上部連結プレート10は、固定ボルト15を介してスライドプレート14が固定され、スライドプレート14と上沓5との間にスライド面が形成されている。中間部連結プレート12に伝達された矢印方向の水平変位により、中間部連結プレート12は、下沓4に配置されたブロック部材4cによりガイドされてX方向に移動する。その際、ブロック部材4cは、Y方向の移動が阻止される。中間部連結プレート12の矢印方向の移動に伴い、中間部連結プレート12の下部に一体化され下部構造2に固定された弾性体9と中間部連結プレート12の上部に固定された弾性体9が同一方向に変形する。中間連結プレートにより上下に分離して固定された弾性体9が同一方向に変形するので、同一寸法の弾性体の上下一方に変位が伝達される場合に比較し弾性体9のばね力が大幅に増強され、支承装置の小型化を図ることが可能となる。   The lower connecting plate 11 is fixed to the lower shoe 4 via a connecting bolt 13. The slide plate 14 is fixed to the upper connection plate 10 via fixing bolts 15, and a slide surface is formed between the slide plate 14 and the upper shoe 5. Due to the horizontal displacement in the direction of the arrow transmitted to the intermediate connecting plate 12, the intermediate connecting plate 12 moves in the X direction while being guided by the block member 4c arranged on the lower shoe 4. At this time, the movement of the block member 4c in the Y direction is prevented. As the intermediate connecting plate 12 moves in the direction of the arrow, the elastic member 9 integrated with the lower portion of the intermediate connecting plate 12 and fixed to the lower structure 2 and the elastic member 9 fixed to the upper portion of the intermediate connecting plate 12 are formed. Deform in the same direction. Since the elastic body 9 fixed vertically separated by the intermediate connecting plate is deformed in the same direction, the spring force of the elastic body 9 is greatly increased as compared with the case where the displacement is transmitted to one of the upper and lower sides of the elastic body of the same size. Thus, the size of the bearing device can be reduced.

また、上部構造3の矢印方向の水平変位は、スライドプレート14と上沓5間のスライド面を介してスライドする。スライドプレート14のスライドは、上沓5に配置された変位伝達部5bによりガイドされX方向にスライドする。その際、変位伝達部5bは、スライドプレート14のY方向のスライドを阻止する。スライドプレート14と上沓5間のスライド面を介したスライドに伴う摩擦減衰により地震エネルギーを減衰する。   The horizontal displacement of the upper structure 3 in the direction of the arrow slides through the slide surface between the slide plate 14 and the upper shoe 5. The slide of the slide plate 14 is guided by the displacement transmitting portion 5b arranged on the upper shoe 5 and slides in the X direction. At this time, the displacement transmitting section 5b prevents the slide plate 14 from sliding in the Y direction. The seismic energy is attenuated by the frictional attenuation associated with the sliding between the slide plate 14 and the upper shoe 5 via the slide surface.

以上のように、本発明の構造物用スライド支承装置1によれば、上下に弾性体9を一体化した中間部連結プレート12に直接水平変位が伝達されるので、中間連結プレートにより上下に分離して固定された弾性体9が同一方向に変形し同一寸法の弾性体の上下一方に変位が伝達される場合に比較し弾性体9のばね力が大幅に増強され、支承装置の小型化を図ることが可能となる。   As described above, according to the structure slide bearing device 1 of the present invention, since the horizontal displacement is directly transmitted to the intermediate connecting plate 12 in which the elastic body 9 is integrated vertically, the vertical displacement is performed by the intermediate connecting plate. The elastic force of the elastic member 9 is greatly increased as compared with the case where the fixed elastic member 9 is deformed in the same direction and the displacement is transmitted to one of the upper and lower sides of the same elastic member. It becomes possible to plan.

1:構造物用スライド支承装置、2:下部構造、3:上部構造、4:下沓、4a:アンカーボルト挿通孔、4b:連結ボルト挿通孔、4c:ブロック部材、5:上沓、5a:セットボルト挿通孔、5b:変位伝達部、6:アンカーボルト、7:セットボルト、8:弾性支承、9:弾性体、10:上部連結プレート、11:下部連結プレート、12:中間部連結プレート、12a:中間部連結プレートの両側端部、12b:中間部連結プレートの中央部、12c:ロック部、13:連結ボルト、14:スライドプレート、15:固定ボルト   1: Structure slide bearing device 2: Lower structure 3: Upper structure 4: Lower shoe, 4a: Anchor bolt insertion hole, 4b: Connection bolt insertion hole, 4c: Block member, 5: Upper shoe, 5a: Set bolt insertion hole, 5b: displacement transmitting part, 6: anchor bolt, 7: set bolt, 8: elastic bearing, 9: elastic body, 10: upper connecting plate, 11: lower connecting plate, 12: intermediate connecting plate, 12a: both end portions of the intermediate connecting plate, 12b: central portion of the intermediate connecting plate, 12c: lock portion, 13: connecting bolt, 14: slide plate, 15: fixing bolt

Claims (3)

上部構造に固定される上沓と、
下部構造に固定される下沓と、
前記上沓と下沓の間に配置され、弾性体の上下に上下部連結プレートと弾性体の中間部に中間部連結プレートを一体化した弾性支承と、
を備え、
前記上部プレートと前記下部プレートの一方を上沓又は下沓に固定し、前記上部プレートと前記下部プレートの他方にスライドプレートを固定し、前記中間部連結プレートに前記スライドプレートとスライド面を形成する上沓又は下沓に配置した変位伝達部と係合して直交する一方の方向の変位を伝達するロック部を形成し、前記上沓と下沓に前記スライドプレートと前記中間部連結プレートの直交する他方の方向の移動を阻止する部材を配置
、前記中間部連結プレートの直交する一方の方向の長さを上下部連結プレートとスライドプレートの長さより長くし、直交する他方の方向の長さを上下部連結プレートとスライドプレートの長さより長くし、前記中間部連結プレートの直交する一方の方向の中間部の両側辺部に変位伝達部と係合するロック部を形成すること特徴とする構造物用スライド支承装置。
An upper shoe fixed to the superstructure,
A lower shoe fixed to the lower structure,
An elastic bearing which is disposed between the upper and lower shoes, and integrates an intermediate connecting plate in the middle of the upper and lower connecting plates and the elastic body above and below the elastic body,
With
One of the upper plate and the lower plate is fixed to the upper shoe or the lower shoe, a slide plate is fixed to the other of the upper plate and the lower plate, and the slide plate and the slide surface are formed in the intermediate connection plate. A lock portion that engages with a displacement transmitting portion disposed on the upper shoe or the lower shoe and transmits a displacement in one direction orthogonal to the upper shoe or the lower shoe is formed, and the slide plate and the intermediate portion connecting plate are orthogonal to the upper and lower shoe. A member for preventing movement in the other direction is disposed, and the length of the intermediate portion connecting plate in one direction perpendicular to the length of the intermediate connecting plate is made longer than the length of the upper and lower portion connecting plate and the slide plate, and the length of the other direction perpendicular to the other direction. Are longer than the lengths of the upper and lower connecting plates and the slide plate, and engage with the displacement transmitting portions on both side portions of the intermediate portion in one direction orthogonal to the intermediate portion connecting plate. Structure slide bearing apparatus characterized by forming the locking portion.
前記弾性支承を固定した上沓又は下沓に前記中間部連結プレートの両側面と面接触し前記中間部連結プレートの直交する一方の方向の移動をガイドすると共に直交する他方の方向の移動を阻止するブロック部材を配置することを特徴とする請求項1に記載の構造物用スライド支承装置。   The upper shoe or the lower shoe to which the elastic bearing is fixed is in surface contact with both side surfaces of the intermediate portion connecting plate to guide the movement of the intermediate portion connecting plate in one direction orthogonal to the other and to prevent the movement in the other orthogonal direction. The structural slide bearing device according to claim 1, wherein a block member is disposed. 前記上沓又は前記下沓に一対の変位伝達部を配置し、前記一対の変位伝達部が前記スライドプレートの両側面と面接触し前記スライドプレートの直交する一方の方向の移動をガイドすると共に直交する他方の方向の移動を阻止することを特徴とする請求項1又は2に記載の構造物用スライド支承装置。   A pair of displacement transmitting portions are arranged on the upper shoe or the lower shoe, and the pair of displacement transmitting portions are in surface contact with both side surfaces of the slide plate to guide movement of the slide plate in one of orthogonal directions, and are orthogonal to each other. The structure according to claim 1 or 2, wherein the movement in the other direction is prevented.
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