JP2017089145A - Slide bearing device for structure - Google Patents

Slide bearing device for structure Download PDF

Info

Publication number
JP2017089145A
JP2017089145A JP2015217227A JP2015217227A JP2017089145A JP 2017089145 A JP2017089145 A JP 2017089145A JP 2015217227 A JP2015217227 A JP 2015217227A JP 2015217227 A JP2015217227 A JP 2015217227A JP 2017089145 A JP2017089145 A JP 2017089145A
Authority
JP
Japan
Prior art keywords
plate
slide
fixed
orthogonal
displacement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2015217227A
Other languages
Japanese (ja)
Other versions
JP6678006B2 (en
Inventor
合田 裕一
Yuichi Aida
裕一 合田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BBM Co Ltd
Kaimon KK
Miwa Tech Co Ltd
Original Assignee
BBM Co Ltd
Kaimon KK
Miwa Tech Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by BBM Co Ltd, Kaimon KK, Miwa Tech Co Ltd filed Critical BBM Co Ltd
Priority to JP2015217227A priority Critical patent/JP6678006B2/en
Publication of JP2017089145A publication Critical patent/JP2017089145A/en
Application granted granted Critical
Publication of JP6678006B2 publication Critical patent/JP6678006B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a slide bearing for a structure for largely attenuating seismic energy by largely forcedly deforming an elastic bearing, together with friction damping by a slide of a slide surface to horizontal displacement of acting in earthquake time.SOLUTION: A slide bearing device comprises an upper shoe 5 fixed to an upper structure 3, a lower shoe 4 fixed to a lower structure 2 and an elastic bearing 8 arranged between the upper shoe and the lower shoe and integrating upper-lower part connection plates 10 and 11 above and below an elastic body 9 and an intermediate part connection plate 12 in an intermediate part of the elastic body, and one of an upper plate and a lower plate is fixed to the upper shoe or the lower shoe, and a slide plate 14 is fixed to the other of the upper plate and the lower plate, and the intermediate part connection plate is formed with a lock part for transmitting displacement in orthogonal one direction by engaging with a displacement transmission part arranged in the upper shoe or the lower shoe for forming a slide plate and a slide surface, and the upper shoe and the lower shoe is arranged with a member for checking the movement in the orthogonal other direction of the slide plate and the intermediate part connection plate.SELECTED DRAWING: Figure 1

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 or a bridge, and attenuates seismic energy by sliding through a slide surface against a horizontal displacement at the time of an earthquake, and an elastic body. In a slide bearing device for structures that absorbs seismic energy due to deformation, the spring force of the elastic body can be increased without changing the dimensions of the bearing device, and the size of the bearing device can be reduced. Relates 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。   After the Hyogoken-Nanbu Earthquake, seismic isolation structures that reduce seismic force and improve seismic resistance through longer periods and higher damping using high-damping rubber-based seismic isolation bearings and laminated rubber bearings with lead plugs are common Has been adopted. As a function-separated type support structure, a case in which a support structure that combines a vertical load support bearing that handles a vertical load and a horizontal force distribution bearing that handles 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, an elastic bearing with one of the upper and lower surfaces as a sliding surface is placed between the upper structure and the lower structure as a seismic isolation or vibration control bearing device for the structure, and acts on the lower structure during earthquakes by the frictional force of the sliding surface. There has been proposed a double-sided slide bearing device for a structure that reduces the horizontal displacement and transmits it to the superstructure.

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

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, the elastic body constituting the elastic bearing may be greatly deformed due to a large displacement during an earthquake, and the elastic body may be 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 support device becomes large and the installation cost increases.

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 the horizontal displacement acting during an earthquake by friction damping by sliding of the sliding surface and elastic deformation of the elastic body of the elastic bearing, An object of the present invention is to provide a slide support device for a structure capable of reducing the size of a support device by increasing the spring force of an elastic body without changing the structure.

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することを特徴とする。   In order to solve the above-mentioned problem, the structure slide support device of the present invention is disposed between an upper arm fixed to the upper structure, a lower arm fixed to the lower structure, and the upper arm and the lower arm, An upper and lower part connecting plate on the upper and lower sides of the elastic body, and an elastic support in which the intermediate part connecting plate is integrated with the middle part of the elastic body, and one of the upper plate and the lower plate is fixed to the upper or lower arm, 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 the upper or lower eyelid forming the slide plate and the slide surface on the intermediate connecting plate, A lock portion for transmitting a displacement in the direction is formed, and members for preventing movement of the slide plate and the intermediate portion connecting plate in the other orthogonal direction are arranged on the upper and lower collars.

また、本発明の構造物スライド支承装置は、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を特徴とする。   In the structure slide support device of the present invention, the length of the intermediate connecting plate in one orthogonal direction is made longer than the length of the upper and lower connecting plates and the slide plate, and the length in the other orthogonal direction is made up and down. It is longer than the length of the part connecting plate and the slide plate, and a lock part that engages with the displacement transmitting part is formed on both sides of the intermediate part in one direction orthogonal to the intermediate part connecting plate.

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 the structure slide support device of the present invention, the upper part or the lower part to which the elastic support is fixed is brought into surface contact with both side surfaces of the intermediate part connection plate, and the intermediate part connection plate moves in one orthogonal direction. A block member that guides and prevents movement in the other orthogonal direction 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 support device of the present invention, a pair of displacement transmission portions are disposed on the upper rod or the lower rod, and the pair of displacement transmission portions are in surface contact with both side surfaces of the slide plate. It is characterized by guiding movement in one orthogonal direction and preventing 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る。
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、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、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 arm fixed to the upper structure, a lower arm fixed to the lower structure, and an upper portion of the upper and lower connecting plates and an intermediate portion of the elastic body between the upper arm and the lower arm. An elastic bearing integrated with a connecting plate, one of the upper plate and the lower plate is fixed to an upper or lower plate, a slide plate is fixed to the other of the upper plate and the lower plate, and the intermediate plate A locking portion that engages with a displacement transmitting portion disposed on an upper or lower collar that forms the slide surface with the slide plate is formed on the portion connecting plate, and transmits a displacement in one orthogonal direction. By arranging a member that prevents the slide plate and the intermediate connection plate from moving in the other direction perpendicular to each other, the horizontal displacement during an earthquake is forcibly transmitted to the intermediate connection plate via the displacement transmission unit. The Compared to the case where the elastic body separated vertically by the intermediate connecting plate is deformed in the same direction and the displacement is transmitted to one of the upper and lower sides of the elastic body of the same size, the spring force of the elastic body is greatly enhanced. It is possible to reduce the size.
The length of one direction perpendicular to the middle connection plate is longer than the length of the upper and lower connection plates and the slide plate, and the length of the other perpendicular direction is longer than the length of the upper and lower connection plates and the slide plate. By forming a lock portion that engages with the displacement transmitting portion on both side portions of the intermediate portion in one direction orthogonal to the portion connecting plate, the displacement transmitting portion is directly connected to the intermediate plate in which the upper and lower elastic members are integrated. The horizontal displacement at the time of earthquake is transmitted, so the elastic body separated vertically by the intermediate connecting plate is deformed in the same direction and the displacement is transmitted to the top and bottom of the elastic body of the same size compared to the elastic spring The force is greatly increased, and the bearing device can be downsized.
A block member that is in surface contact with both side surfaces of the intermediate coupling plate on the upper or lower collar to which the elastic bearing is fixed, guides the movement of the intermediate coupling plate in one orthogonal direction, and blocks the movement in the other orthogonal direction It becomes possible to ensure the movement of one direction orthogonal to the middle part connection plate at the time of the earthquake.
A pair of displacement transmission members are arranged on the upper or lower collar, and the pair of displacement transmission 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 orthogonal direction during an earthquake.

本発明の実施形態を示す図である。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. (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 an 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。   A lower collar 4 is fixed to the lower structure 2 by anchor bolts 6. An upper collar 5 is fixed to the upper structure 3 by a set bolt 7. An elastic bearing 8 is disposed between the lower rod 4 and the upper rod 5. The elastic support 8 is formed by integrating an upper connecting plate 10 at the upper part of the elastic body 9, a lower connecting plate 11 at the lower part, and an intermediate connecting plate 12 at the 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 and the lower collar 4 of the elastic bearing 8 are fixed by connecting bolts 13. A 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 hook 4, but the upper connecting plate 10 may be fixed to the upper hook 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。   2A and 2B are a top view and a side view showing an embodiment of the lower eyelid 4, respectively. A plurality of anchor bolt insertion holes 4a and connection bolt insertion holes 4b are formed in the lower collar 4. The four corners of the lower collar 4 come into contact with the side surface of the intermediate connection plate 12 to guide the movement of the intermediate connection plate 12 in one orthogonal direction (hereinafter referred to as “X direction”) and the other orthogonal direction. A block member 4c for preventing the movement of is disposed. The height of the upper end surface of the block member 4 c is in contact with the lower surface of the upper collar 5. The distance between the Y directions of the block members 4c and 4c is set to L1.

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。   3A and 3B are a side view and a top view showing an embodiment of the upper collar 5. A plurality of set bolt insertion holes 5 a are formed in the upper collar 5. A displacement transmitting portion 5b is formed at the center of both sides extending in the X direction of the upper collar 5. The displacement transmission part 5 b engages with a lock part 12 c formed on the intermediate part connection plate 12 described later, and transmits the displacement in the X direction to the intermediate part connection plate 12. The distance L3 in the Y direction between the displacement transmitting portions 5b and 5b is substantially the same as the distance L4 in the Y direction of the slide plate 14, and functions 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。   4A and 4B are a top view and a side view showing an embodiment of the elastic bearing 8, respectively. The elastic support 8 has an upper connecting plate 10 disposed on an upper portion of an elastic body 9, a lower connecting plate 11 disposed on a lower portion, and an intermediate connecting plate 12 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 collar 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 collar 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 intermediate part connecting plate 12 has a length in the X direction substantially the same as the length of the lower collar 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 set to be substantially the same as the distance L1 in the Y direction between the block members 4c and 4c arranged on the lower collar 4. The block member 4c is in contact with the side surface of the intermediate connection plate 12, guides the movement of the intermediate connection 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 in the Y direction of the central portion 12b in the X direction of the intermediate connecting plate 12 is longer than the length in the Y direction of the side end portions 12a, and the displacement transmitting portions 5b, 5b formed on the upper collar 5 at the central portion 12b; An engaging lock portion 12c is formed. The displacement transmitting portion 5 b is engaged with a lock portion 12 c 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 in the Y direction of the slide plate 14 fixed to the upper connecting plate 10 is substantially the same as the distance L3 between the displacement transmitting portions 5b and 5b formed on the upper collar 5. The displacement transmission parts 5b and 5b contact the side surface of the slide plate 14, guide the movement of the slide plate 14 in the X direction, and prevent the movement of 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 support device 1 during an earthquake. The horizontal displacement in the direction of the arrow of the upper structure 3 is transmitted to the intermediate portion connecting plate 12 by the engagement between the displacement transmitting portion 5b of the upper collar 5 fixed to the upper structure 3 and the lock portion 12c of the intermediate portion connecting plate 12. . An elastic body 9 and a lower connecting plate 11 are integrated with the lower part of the intermediate connecting plate 12. An elastic body 9 and an 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 connection plate 11 is fixed to the lower collar 4 via a connection bolt 13. The upper connecting plate 10 has a slide plate 14 fixed via a fixing bolt 15, and a slide surface is formed between the slide plate 14 and the upper collar 5. Due to the horizontal displacement in the direction of the arrow transmitted to the intermediate portion connecting plate 12, the intermediate portion connecting plate 12 is guided by the block member 4c disposed on the lower rod 4 and moves in the X direction. At that time, the block member 4c is prevented from moving in the Y direction. As the intermediate portion connecting plate 12 moves in the direction of the arrow, an elastic body 9 integrated with the lower portion of the intermediate portion connecting plate 12 and fixed to the lower structure 2 and an elastic body 9 fixed to the upper portion of the intermediate portion connecting plate 12 are provided. Deform in the same direction. Since the elastic body 9 separated and fixed by the intermediate connecting plate is deformed in the same direction, the spring force of the elastic body 9 is significantly larger than when the displacement is transmitted to one of the upper and lower sides of the elastic body of the same size. This increases the size of the bearing device.

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。   Further, 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 rod 5. The slide of the slide plate 14 is guided by the displacement transmitting portion 5b disposed on the upper collar 5 and slides in the X direction. At that time, the displacement transmitting portion 5b prevents the slide plate 14 from sliding in the Y direction. The seismic energy is attenuated by frictional attenuation caused by sliding through the slide surface between the slide plate 14 and the upper arm 5.

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 slide support device 1 for a structure of the present invention, horizontal displacement is directly transmitted to the intermediate connecting plate 12 in which the elastic body 9 is integrated vertically, so that it is separated vertically by the intermediate connecting plate. Thus, the spring force of the elastic body 9 is greatly increased compared to the case where the fixed elastic body 9 is deformed in the same direction and the displacement is transmitted to one of the upper and lower sides of the elastic body of the same size, thereby reducing the size of the support device. 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: slide support device for structure, 2: lower structure, 3: upper structure, 4: lower rod, 4a: anchor bolt insertion hole, 4b: connecting bolt insertion hole, 4c: block member, 5: upper rod, 5a: Set bolt insertion hole, 5b: Displacement transmission portion, 6: Anchor bolt, 7: Set bolt, 8: Elastic support, 9: Elastic body, 10: Upper connection plate, 11: Lower connection plate, 12: Middle connection plate, 12a: both end portions of the intermediate portion connecting plate, 12b: center portion of the intermediate portion connecting plate, 12c: lock portion, 13: connecting bolt, 14: slide plate, 15: fixing bolt

Claims (4)

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することを特徴とする構造物用スライド支承装置。
An upper arm fixed to the superstructure,
An underarm fixed to the substructure,
An elastic bearing which is arranged between the upper and lower collars, and which integrates an upper and lower connection plate on the upper and lower sides of the elastic body and an intermediate connection plate on the middle of the elastic body;
With
One of the upper plate and the lower plate is fixed to the upper plate or the lower plate, 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 on the intermediate connection plate A lock part that engages with a displacement transmission part arranged on the upper or lower collar and transmits a displacement in one orthogonal direction is formed, and the slide plate and the intermediate connection plate are orthogonal to the upper and lower collars. A member for preventing the movement in the other direction is disposed.
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 length of one direction orthogonal to the intermediate portion connecting plate is longer than the length of the upper and lower connecting plates and the slide plate, and the length of the other direction orthogonal to each other is longer than the length of the upper and lower portion connecting plates and the slide plate, 2. The slide support device for a structure according to claim 1, wherein lock portions that engage with the displacement transmitting portion are formed on both side portions of the intermediate portion in one direction orthogonal to the intermediate portion connecting plate. 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又は2に記載の構造物用スライド支承装置。   The upper and lower collars to which the elastic bearings are fixed are in surface contact with both side surfaces of the intermediate part connecting plate to guide the movement of the intermediate part connecting plate in one orthogonal direction and to prevent the other orthogonal direction from moving. The block support device for a structure according to claim 1 or 2, wherein a block member is arranged. 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ないし3のいずれか1項に記載の構造物用スライド支承装置。   A pair of displacement transmission portions are disposed on the upper or lower collar, and the pair of displacement transmission portions 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 are orthogonal to each other. 4. The structure-supporting slide support device according to claim 1, wherein movement in the other direction is prevented.
JP2015217227A 2015-11-05 2015-11-05 Slide bearing device for structures Active JP6678006B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015217227A JP6678006B2 (en) 2015-11-05 2015-11-05 Slide bearing device for structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015217227A JP6678006B2 (en) 2015-11-05 2015-11-05 Slide bearing device for structures

Publications (2)

Publication Number Publication Date
JP2017089145A true JP2017089145A (en) 2017-05-25
JP6678006B2 JP6678006B2 (en) 2020-04-08

Family

ID=58769164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015217227A Active JP6678006B2 (en) 2015-11-05 2015-11-05 Slide bearing device for structures

Country Status (1)

Country Link
JP (1) JP6678006B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777647A (en) * 2019-11-25 2020-02-11 石家庄铁道大学 Sliding friction damping device for continuous beam bridge
CN111853150A (en) * 2020-07-08 2020-10-30 合肥元康环境科技有限公司 Bridge lateral rigid anti-seismic support system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777647A (en) * 2019-11-25 2020-02-11 石家庄铁道大学 Sliding friction damping device for continuous beam bridge
CN111853150A (en) * 2020-07-08 2020-10-30 合肥元康环境科技有限公司 Bridge lateral rigid anti-seismic support system
CN111853150B (en) * 2020-07-08 2021-09-28 合肥元康环境科技有限公司 Bridge lateral rigid anti-seismic support system

Also Published As

Publication number Publication date
JP6678006B2 (en) 2020-04-08

Similar Documents

Publication Publication Date Title
KR101503484B1 (en) Earthquake isolation device having anti-bridge and tensile reinforcing
KR101419308B1 (en) Access floor module equipped with three-dimensional seismic isolation device
CN102071756B (en) Smooth damping device for connected buildings
JP5695787B1 (en) Forced double-sided slide support device for structures
KR20200019322A (en) Friction damper with multiple slip loads
KR20200100990A (en) Vibration isolation device with improved restoring force using ball and spring
JP5918643B2 (en) Double-sided slide support device for structures
JP2017089145A (en) Slide bearing device for structure
KR102191280B1 (en) Vibration isolation device using ball and spring
JP6267457B2 (en) Three-sided slide support device for structures
KR101295845B1 (en) Seismic isolation device for a bridge
JP6148045B2 (en) Double-sided slide support device for structures
JP6827770B2 (en) Double-sided slide bearing device for structures
KR102498283B1 (en) Base isolation device having ball type motion parts
CN107152099B (en) Method for arranging interlayer shock insulation structures with different elevations
JP2008057291A (en) Sliding type anchor for earthquake-resisting building
JP7071897B2 (en) Multi-sided slide bearing device for structures
JP2021179087A (en) Wind resistant device
CN106368485A (en) High damping rubber elastic sliding vibration-insulating support adopting flexible limitation
CN201962818U (en) Smooth shock absorbing device for conjoined building
JP2013092009A (en) Structure vibration damping device and structure vibration damping method
JP2017043988A (en) Vibration control building
KR100577967B1 (en) A bearing apparatus for structure
KR102615089B1 (en) Modular Isolation Device
JP2013249942A (en) Rolling prevention mechanism and vibration-proof pedestal including the mechanism

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20181031

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190919

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20191002

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20191106

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200304

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200316

R150 Certificate of patent or registration of utility model

Ref document number: 6678006

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250