JP2018071615A - Structural double-sided slide bearing device - Google Patents

Structural double-sided slide bearing device Download PDF

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JP2018071615A
JP2018071615A JP2016210392A JP2016210392A JP2018071615A JP 2018071615 A JP2018071615 A JP 2018071615A JP 2016210392 A JP2016210392 A JP 2016210392A JP 2016210392 A JP2016210392 A JP 2016210392A JP 2018071615 A JP2018071615 A JP 2018071615A
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steel plate
slide
connecting steel
guide
orthogonal
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JP6827770B2 (en
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合田 裕一
Yuichi Aida
裕一 合田
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BBM Co Ltd
Kaimon KK
Miwa Tech Co Ltd
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BBM Co Ltd
Kaimon KK
Miwa Tech Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a structural double-sided slide bearing device which has a simple mechanism and a small number of components so as to facilitate assembly and installation work thereof, significantly reduces horizontal and vertical displacement in all directions on the occurrence of an earthquake, and can deal with lift force.SOLUTION: A structural double-sided slide bearing device for comprises: an upper member 7 which is fixed to a superstructure 3 and has a surface constituting a slide face; a lower member 5 which is fixed to a substructure 2 and has the surface constituting the slide face; upper guide members 8 which are arranged, on the upper member 7, parallel to each other with a predetermined distance therebetween in one of directions orthogonal to each other and have guide sections formed at lower sections thereof extended in the one of the directions orthogonal to each other; lower guide members 6 which has a similar configuration to the upper guide members; and an elastic bearing. An upper connection steel plate 11 has: a surface which constitutes an upper slide section together with the slide face of the upper member 7; and upper engagement sections, at both ends thereof, which allows the same to be moved in the one of the directions orthogonal to each other but does not allow the same to be moved in the other of the directions orthogonal to each other. A lower connection steel plate 12 has the surface which constitutes a lower slide section together with the slide face of the lower member 5 and lower engagement sections, at both ends thereof, which allows the same to be moved in the other of the directions orthogonal to each other but does not allow the same to be moved in the one of the directions orthogonal to each other.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る構造物用両面スライド支承装置に関し、特に、地震時に上下構造部に作用する水平全方向の変位に対して上下スライド面を介して相対変位して吸収し、鉛直方向上下の変位に対して弾性体を圧縮変形することにより吸収する構造物用両面スライド支承装置に関する。   The present invention relates to a double-sided slide support device for a structure installed between an upper structure and a lower structure of a structure such as a building or a bridge. In contrast, the present invention relates to a double-sided slide support device for a structure that absorbs by relative displacement via an upper and lower slide surface, and absorbs by compressing and deforming an elastic body against vertical displacement in the vertical direction.

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両面をスライド面とした弾性支承を配置し、上下両面の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 sliding surfaces on both the upper and lower sides 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 upper and lower sliding surfaces. There has been proposed a double-sided slide support device for a structure that reduces horizontal displacement and transmits it to an upper structure.

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

従来の構造物用両面スライド支承は、水平一方向の変位に対して上下構造が相対変位するものであり、地震時に作用する水平全方向の変位に対して対応するものではなかった。また、変位制限のためのストッパーを配置する必要があり、複雑な構成となるという問題を有する。さらに、地震時に上下構造部に作用する鉛直方向上下の変位に対して、鉛直方向下向きの変位に対しては、弾性体が圧縮変形して吸収するが、鉛直方向上向きの変位に対しては、弾性体に引張力が作用し、ゴム等の弾性体は引張許容値があるため弾性体に作用する引張力に対応するため弾性体の面積及び厚みが大きくしなければならず、小型化、薄型化が要望される構造物用支承の技術分野において好ましいものではなかった。   Conventional double-sided slide bearings for structures have a structure in which the upper and lower structures are relatively displaced with respect to a displacement in one horizontal direction, and do not correspond to a displacement in all horizontal directions that acts during an earthquake. In addition, it is necessary to dispose a stopper for limiting the displacement, which has a problem of a complicated configuration. In addition, for the vertical vertical displacement acting on the vertical structure during an earthquake, the elastic body compresses and absorbs the vertical downward displacement, but for the vertical upward displacement, A tensile force acts on the elastic body, and an elastic body such as rubber has a tensile allowance, so the area and thickness of the elastic body must be increased in order to cope with the tensile force acting on the elastic body. This is not preferable in the technical field of bearings for structures that are required to be made.

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、部品点数が少なく組み立て設置が用いで、地震時に作用する全方向の水平変位に対して上下スライド部を介して相対変位して大幅に減衰し、上下構造に作用する鉛直方向の正負の変位にたいして弾性体が圧縮変形して吸収し、上揚力に対しても対応可能な構造物用両面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, uses a small number of parts, and is assembled and installed. It is possible to provide a double-sided slide support device for a structure that is greatly damped and absorbs the elastic body by compressing and deforming against vertical positive and negative displacements acting on the upper and lower structures, and capable of dealing with uplift. Objective.

本発明の構造物両面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表面がスライド面を構成する上部部材と、下部構造に固定され表面がスライド面を構成する下部部材と、上部部材に直交する一方の方向に対向して所定間隔をおいて平行に配置され下部に直交する一方の方向のガイド部が形成された上部ガイド部材と、下部部材に直交する他方の方向に対向して所定間隔をおいて平行に配置され上部に直交する他方の方向のガイド部が形成された下部ガイド部材と、弾性体の上下に上下連結鋼板が固定された弾性支承と、を備え、上連結鋼板の表面が上部部材のスライド面と上部スライド部を形成し、上連結鋼板の両端に下部スライド部材の直交する他方の方向のガイド部と係合し直交する他方の方向の移動を許容し直交する一方の方向の移動を阻止する上係合部を形成し、下連結鋼板の表面が下部部材のスライド面と下部スライド部を形成し、下連結鋼板の両端に上部スライド部材の直交する一方の方向のガイド部と係合し直交する他方の方向の移動を許容し直交する他方の方向の移動を阻止する下係合部を形成することを特徴とする。   In order to solve the above problems, the structure double-sided slide support device of the present invention includes an upper member that is fixed to the upper structure and whose surface forms a slide surface, and a lower member that is fixed to the lower structure and whose surface forms a slide surface. An upper guide member that is arranged in parallel with a predetermined interval facing one direction orthogonal to the upper member, and in which the guide portion in one direction orthogonal to the lower part is formed, and in the other direction orthogonal to the lower member A lower guide member that is arranged in parallel and oppositely spaced at a predetermined interval and formed with a guide portion in the other direction perpendicular to the upper portion, and an elastic bearing in which upper and lower connecting steel plates are fixed above and below the elastic body, The surface of the upper connecting steel plate forms the slide surface and upper sliding part of the upper member, and engages with the guide part in the other direction of the lower slide member at the opposite ends at both ends of the upper connecting steel plate, allowing movement in the other direction orthogonal to each other Shi An upper engaging portion that prevents movement in one direction intersecting is formed, the surface of the lower connecting steel plate forms a sliding surface and a lower sliding portion of the lower member, and one of the upper sliding members is orthogonal to both ends of the lower connecting steel plate A lower engaging portion is formed which engages with the guide portion in the direction and permits movement in the other orthogonal direction and prevents movement in the other orthogonal direction.

また、本発明の構造物両面スライド支承装置は、下部ガイド部材に弾性支承の上連結鋼板を押える上部上揚力押え部材を固定し、上部ガイド部材に弾性支承の下連結鋼板を押える下部上揚力押え部材を固定することを特徴とする。   In the structure double-sided slide support device of the present invention, the upper upper lifting force holding member that holds the upper connecting steel plate to the upper guide member is fixed to the lower guide member, and the lower upper lifting force presser to hold the lower connecting steel plate to the upper guide member. The member is fixed.

また、本発明の構造物両面スライド支承装置は、下部ガイド部材に上部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部を形成し、上部ガイド部材に下部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部を形成することを特徴とする。   In the structure double-sided slide support device of the present invention, the lower guide member is formed with a fitting recess into which the engaging protrusion formed on the upper upper lifting force holding member is fitted, and the upper guide member is provided with the lower upper lifting force holding member. A fitting recess is formed in which the formed engaging projection is fitted.

また、本発明の構造物両面スライド支承装置は、弾性支承の上連結鋼板の上係合部を上連結鋼板の表面より下に位置させ、下連結鋼板の下係合部を下連結鋼板の表面より上に位置させることを特徴とする。   Further, the structure double-sided slide support device of the present invention is such that the upper engagement portion of the upper connection steel plate of the elastic support is positioned below the surface of the upper connection steel plate, and the lower engagement portion of the lower connection steel plate is the surface of the lower connection steel plate. It is characterized by being positioned higher.

上部構造に固定され表面がスライド面を構成する上部部材と、下部構造に固定され表面がスライド面を構成する下部部材と、上部部材に直交する一方の方向に対向して所定間隔をおいて平行に配置され下部に直交する一方の方向のガイド部が形成された上部ガイド部材と、下部部材に直交する他方の方向に対向して所定間隔をおいて平行に配置され上部に直交する他方の方向のガイド部が形成された下部ガイド部材と、弾性体の上下に上下連結鋼板が固定された弾性支承と、を備え、上連結鋼板の表面が上部部材のスライド面と上部スライド部を形成し、上連結鋼板の両端に下部スライド部材の直交する他方の方向のガイド部と係合し直交する他方の方向の移動を許容し直交する一方の方向の移動を阻止する上係合部を形成し、下連結鋼板の表面が下部部材のスライド面と下部スライド部を形成し、下連結鋼板の両端に上部スライド部材の直交する一方の方向のガイド部と係合し直交する他方の方向の移動を許容し直交する他方の方向の移動を阻止する下係合部を形成することで、部品点数が少なく組み立て設置が容易で、全水平方向の変位に対して上下スライド部を介したスライドによる摩擦により地震エネルギーを減衰することが可能で、地震時、鉛直方向の変位に対しても弾性体の圧縮変形で吸収するし、支承の小型化、薄型化を実現することが可能となる。
下部ガイド部材に弾性支承の上連結鋼板を押える上部上揚力押え部材を固定し、上部ガイド部材に弾性支承の下連結鋼板を押える下部上揚力押え部材を固定することで、簡単な構造で地震時構造物に付加される上揚力に対応することが可能になる。
下部ガイド部材に上部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部を形成し、上部ガイド部材に下部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部を形成することで、大きな上揚力に耐えることが可能となる。
弾性支承の上連結鋼板の上係合部を上連結鋼板の表面より下に位置させ、下連結鋼板の下係合部を下連結鋼板の表面より上に位置させることで、上部上揚力押え部材及び下部上揚力押え部材の上揚力押え部を上部スライド部及び下部スライド部と干渉しないように位置させることが可能となる。
An upper member that is fixed to the upper structure and whose surface forms a sliding surface, a lower member that is fixed to the lower structure and whose surface forms a sliding surface, and is parallel to each other in a direction perpendicular to the upper member at a predetermined interval. The upper guide member in which the guide portion in one direction perpendicular to the lower part is formed and the other direction perpendicular to the upper part and arranged in parallel with a predetermined interval facing the other direction perpendicular to the lower member A lower guide member in which the guide portion is formed, and an elastic support in which upper and lower connecting steel plates are fixed above and below the elastic body, and the surface of the upper connecting steel plate forms a slide surface and an upper slide portion of the upper member, An upper engagement portion that engages with a guide portion in the other orthogonal direction of the lower slide member at both ends of the upper connecting steel plate, allows movement in the other orthogonal direction, and prevents movement in one orthogonal direction, Of bottom connecting steel plate The surface forms a slide surface and a lower slide part of the lower member, and engages with a guide part in one orthogonal direction of the upper slide member at both ends of the lower connecting steel plate, allowing the movement in the other orthogonal direction and allowing the other to be orthogonal By forming the lower engagement part that prevents the movement in the direction of, seismic energy is attenuated by the friction caused by sliding through the upper and lower sliding parts with respect to the displacement in all horizontal directions with fewer parts and easy assembly and installation. In the event of an earthquake, the displacement in the vertical direction can be absorbed by the compression deformation of the elastic body, and the bearing can be made smaller and thinner.
By fixing the upper lifting force presser member that holds the upper connecting steel plate on the elastic support to the lower guide member, and fixing the lower upper lifting force presser member that holds the lower connecting steel plate on the elastic support to the upper guide member, a simple structure can be used during an earthquake. It becomes possible to cope with the lifting force applied to the structure.
A fitting recess in which an engaging protrusion formed on the upper upper lifting force holding member is fitted to the lower guide member, and an engaging protrusion formed on the lower upper lifting pressure member is fitted to the upper guide member. It becomes possible to endure a large uplift force by forming.
An upper upper lifting force holding member is formed by positioning the upper engaging portion of the upper connecting steel plate below the surface of the upper connecting steel plate and the lower engaging portion of the lower connecting steel plate above the surface of the lower connecting steel plate. And it becomes possible to position the upper lifting force pressing portion of the lower upper lifting force pressing member so as not to interfere with the upper slide portion and the lower slide portion.

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

本発明の構造物用両面スライド支承装置1の実施の形態を図により説明する。図1は、本発明の構造物用両面スライド支承1の直交する一方の方向から見た側面図であり、図2は、直交する他方の方向から見た側面図である。   An embodiment of a double-sided slide support device 1 for a structure according to the present invention will be described with reference to the drawings. FIG. 1 is a side view of a double-sided slide bearing 1 for a structure according to the present invention viewed from one orthogonal direction, and FIG. 2 is a side view viewed from the other orthogonal direction.

構造物用両面スライド支承装置1は、建築物、橋梁等の構造物の上部構造3と下部構造2の間に配置される。   The double-sided slide support device 1 for a structure is disposed between an upper structure 3 and a lower structure 2 of a structure such as a building or a bridge.

図3((a)(b)(c)は、下部構造2に固定部材4で固定される下部部材5を示す図である。下部部材5の表面を下スライド面5aとする。下部部材5には、直交する他方の方向(以下、「Y方向」という。)に対向して一対の下部ガイド部材6が所定間隔をおいて平行に配置される。   3 (a), 3 (b), and 3 (c) are views showing a lower member 5 fixed to the lower structure 2 by a fixing member 4. The surface of the lower member 5 is a lower slide surface 5a. The pair of lower guide members 6 are arranged in parallel at a predetermined interval so as to face the other orthogonal direction (hereinafter referred to as “Y direction”).

下部ガイド部材6の上端には上に開口する断面コ字形のY方向ガイド部6aが形成される。下部ガイド部6の側面には固定ボルト螺着雌ネジ孔6bと、後述する下部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部6cが形成される。   At the upper end of the lower guide member 6, a Y-direction guide portion 6a having a U-shaped cross section that opens upward is formed. On the side surface of the lower guide portion 6, there are formed a fixing bolt screwed female screw hole 6b and a fitting recess 6c into which an engaging protrusion formed on a lower upper lifting force holding member to be described later is fitted.

図4((a)(b)(c)は、上部構造3に固定部材4で固定される上部部材7を示す図である。上部部材7の表面を上スライド面7aとする。上部部材7には、直交する一方の方向(以下、「X方向」という。)に対向して一対の上部ガイド部材8が所定間隔をおいて平行に配置される。   4 (a), 4 (b), and 4 (c) are diagrams showing the upper member 7 fixed to the upper structure 3 by the fixing member 4. The surface of the upper member 7 is an upper slide surface 7a. A pair of upper guide members 8 are arranged in parallel at a predetermined interval so as to face one orthogonal direction (hereinafter referred to as “X direction”).

上部ガイド部材8の下端には下に開口する断面コ字形のX方向ガイド部8aが形成される。上部ガイド部材8の側面には固定ボルト螺着雌ネジ孔8bと、後述する上部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部8cが形成される。   At the lower end of the upper guide member 8, an X-direction guide portion 8a having a U-shaped cross section that opens downward is formed. On the side surface of the upper guide member 8, there are formed a fixing bolt screwed female screw hole 8b and a fitting recess 8c into which an engaging protrusion formed on the upper lifting force holding member described later is fitted.

図5(a)(b)(c)は、弾性支承9を示す図である。弾性支承9は、弾性体10を備えている。弾性体10としては、ゴムと補強鋼板を積層した積層ゴム、高減衰性ゴム、鉛プラグ入り積層ゴム等である。弾性体10の上下に上連結鋼板11と下連結鋼板12が加硫成形により一体化される。   5A, 5B, and 5C are views showing the elastic bearing 9. FIG. The elastic bearing 9 includes an elastic body 10. Examples of the elastic body 10 include laminated rubber obtained by laminating rubber and a reinforcing steel plate, high-damping rubber, laminated rubber containing a lead plug, and the like. The upper connecting steel plate 11 and the lower connecting steel plate 12 are integrated on the upper and lower sides of the elastic body 10 by vulcanization.

上連結鋼板11の上面は上部スライド面11aとする。上連結鋼板11の上部スライド面11aより下の位置からY方向に水平に伸びる部分を形成し、その両端に上係合部11bを形成する。上係合部11bは、下部ガイド部材6のY方向ガイド部6aと係合し、弾性支承9のY方向の移動を許容し、X方向の移動を阻止する。上連結鋼板11の上部スライド面11aと上係合部11bは厚みを変えて一体の鋼板で形成しても良いし、上部スライド面11aと上係合部11bを別の鋼板を一体化して形成しても良い。   The upper surface of the upper connecting steel plate 11 is an upper slide surface 11a. A portion extending horizontally in the Y direction from a position below the upper slide surface 11a of the upper connecting steel plate 11 is formed, and upper engaging portions 11b are formed at both ends thereof. The upper engaging portion 11b engages with the Y-direction guide portion 6a of the lower guide member 6, allows the elastic bearing 9 to move in the Y direction, and prevents movement in the X direction. The upper slide surface 11a and the upper engagement portion 11b of the upper connecting steel plate 11 may be formed of an integrated steel plate with different thicknesses, or the upper slide surface 11a and the upper engagement portion 11b are formed by integrating different steel plates. You may do it.

下連結鋼板12の下面は下部スライド面12aとする。下連結鋼板12の下部スライド面12aより上の位置からX方向に水平に伸びる部分を形成し、その両端に下係合部12bを形成する。下係合部12bは、上部ガイド部材8のX方向ガイド部8aと係合し、弾性支承9のX方向の移動を許容し、Y方向の移動を阻止する。連結鋼板12の下部スライド面12aと下係合部12bは厚みを変えて一体の鋼板で形成しても良いし、下部スライド面12aと下係合部12bを別の鋼板を一体化して形成しても良い。   The lower surface of the lower connecting steel plate 12 is a lower slide surface 12a. A portion extending horizontally in the X direction from a position above the lower slide surface 12a of the lower connecting steel plate 12 is formed, and lower engaging portions 12b are formed at both ends thereof. The lower engagement portion 12b engages with the X-direction guide portion 8a of the upper guide member 8, allows the elastic bearing 9 to move in the X direction, and prevents movement in the Y direction. The lower slide surface 12a and the lower engagement portion 12b of the connecting steel plate 12 may be formed of an integrated steel plate with different thicknesses, or the lower slide surface 12a and the lower engagement portion 12b are formed by integrating different steel plates. May be.

下部部材2と上部部材7との間に弾性支承9を上下連結鋼板11、12の上下係合部11b、12bを、上下ガイド部材8,6のY方向ガイド部6aとX方向ガイド部8aに係合させる。上連結鋼板11の上部スライド面11aと上部部材3の上スライド面3aが上部スライド部を形成する。下連結鋼板12の下部スライド面12aと下部部材5の下スライド面5aが下部スライド部を形成する。 An elastic bearing 9 is provided between the lower member 2 and the upper member 7, and upper and lower engaging portions 11 b and 12 b of the upper and lower connecting steel plates 11 and 12 are connected to the Y direction guide portion 6 a and the X direction guide portion 8 a of the upper and lower guide members 8 and 6. Engage. The upper slide surface 11a of the upper connecting steel plate 11 and the upper slide surface 3a of the upper member 3 form an upper slide portion. The lower slide surface 12a of the lower connecting steel plate 12 and the lower slide surface 5a of the lower member 5 form a lower slide portion.

図6(a)(b)は、上部上揚力押え部材13と下部上揚力押え部材14を示す図である。上部上揚力押え部材13と下部上揚力押え部材14は同一形状の部材であるので同じ図面で説明する。   FIGS. 6A and 6B are views showing the upper upper lifting force retaining member 13 and the lower upper lifting force retaining member 14. Since the upper upper lifting force holding member 13 and the lower upper lifting force holding member 14 are members of the same shape, they will be described with reference to the same drawing.

上部上揚力押え部材13は、上部ガイド部材8の側面に配置される。上部上揚力押え部材13には、上部ガイド部材8の側面に形成された嵌合凹部8cに嵌合する係合突部13aと、上部ガイド部材8に形成した固定ボルト螺着雌ネジ孔8bに合致する位置に固定ボルト挿通孔13bが形成される。また、上部上揚力押え部材13には、上部ガイド部材8のX方向ガイド部8aに係合した上連結鋼板11の上係合部11b上に接触する上揚力押え部13cが形成される。上部上揚力押え部材13を上部ガイド部材8の側面に配置した後、固定ボルト挿通孔13bから固定ボルト15を挿入し、固定ボルト螺着雌ネジ孔8bに螺着する。   The upper upper lifting force holding member 13 is disposed on the side surface of the upper guide member 8. The upper upper force holding member 13 includes an engaging protrusion 13 a that fits into a fitting recess 8 c formed on the side surface of the upper guide member 8, and a fixing bolt screwed female screw hole 8 b formed in the upper guide member 8. A fixing bolt insertion hole 13b is formed at the matching position. Further, the upper lifting force presser member 13 is formed with an upper lifting force presser portion 13 c that contacts the upper engaging portion 11 b of the upper connecting steel plate 11 engaged with the X-direction guide portion 8 a of the upper guide member 8. After the upper upper lifting force holding member 13 is disposed on the side surface of the upper guide member 8, the fixing bolt 15 is inserted from the fixing bolt insertion hole 13b and screwed into the fixing bolt screwing female screw hole 8b.

下部上揚力押え部材14は、下部ガイド部材6の側面に配置される。下部上揚力押え部材14には、下部ガイド部材6の側面に形成された嵌合凹部6cに嵌合する係合突部14aと、下部ガイド部材6に形成した固定ボルト螺着雌ネジ孔6bに合致する位置に固定ボルト挿通孔14bが形成される。また、下部上揚力押え部材14には、下部ガイド部材6のY方向ガイド部6aに係合した下連結鋼板12の下係合部12上に接触する上揚力押え部14cが形成される。下部上揚力押え部材14を下部ガイド部材6の側面に配置した後、固定ボルト挿通孔14bから固定ボルト15を挿入し、固定ボルト螺着雌ネジ孔6bに螺着する。   The lower upper lifting force holding member 14 is disposed on the side surface of the lower guide member 6. The lower upper lifting force holding member 14 includes an engaging protrusion 14 a that fits into a fitting recess 6 c formed on a side surface of the lower guide member 6, and a fixing bolt screwed female screw hole 6 b formed in the lower guide member 6. A fixing bolt insertion hole 14b is formed at the matching position. Further, the lower upper lifting force holding member 14 is formed with an upper lifting force pressing portion 14 c that contacts the lower engagement portion 12 of the lower connecting steel plate 12 engaged with the Y-direction guide portion 6 a of the lower guide member 6. After the lower upper lifting force holding member 14 is disposed on the side surface of the lower guide member 6, the fixing bolt 15 is inserted from the fixing bolt insertion hole 14b and screwed into the fixing bolt screwing female screw hole 6b.

上部上揚力押え部材13と下部上揚力押え部材14は、固定ボルト15の螺着による固定と、上下係合突部13a、14aの嵌合凹部8c、6cとの係合により、大きな上揚力にも耐える構造となっている。   The upper upper lifting force holding member 13 and the lower upper lifting force holding member 14 have a large lifting force due to the fixing by fixing the fixing bolt 15 and the engagement with the fitting recesses 8c and 6c of the vertical engagement protrusions 13a and 14a. It has a structure that can withstand.

以上のように、本発明の構造物用両面スライド支承装置1によれば、部品点数が少なく組み立て設置が容易で、全水平方向の変位に対して上下スライド部を介したスライドによる摩擦により地震エネルギーを減衰することが可能で、地震時、鉛直方向の変位に対しても弾性体の圧縮変形で吸収し、支承の小型化、薄型化を実現することが可能となる。また、簡単な構造で地震時構造物に付加される大きな上揚力に対応することが可能になる。   As described above, according to the double-sided slide support device for a structure 1 of the present invention, the number of components is small and assembly and installation are easy, and the seismic energy is generated by friction caused by sliding through the upper and lower sliding portions with respect to displacement in all horizontal directions. In the event of an earthquake, vertical displacement can be absorbed by the compression deformation of the elastic body, and the bearing can be made smaller and thinner. In addition, it is possible to cope with a large lifting force added to the earthquake structure with a simple structure.

1:構造物用両面スライド支承装置、2:下部構造、3:上部構造、4:固定部材、5:下部部材、5a:下スライド面、6:下部ガイド部材、6a:Y方向ガイド部、6b:固定ボルト螺着雌ネジ孔、6c:嵌合凹部、7:上部部材、7a:上スライド面、8:上部ガイド部材、8a:X方向ガイド部、8b:固定ボルト螺着雌ネジ孔、8c:嵌合凹部、9:弾性支承、10:弾性体、11:上連結鋼板、11a:上部スライド面、11b:上係合部、12:下連結鋼板、12a:下部スライド面、12b:下係合部、13:上部上揚力押え部材、13a:係合突部、13b:固定ボルト挿通孔、13c:上揚力押え部、14:下部上揚力押え部材、14a:係合突部、14b:固定ボルト挿通孔、14c:上揚力押え部、15:固定ボルト   1: Double-sided slide support device for structure, 2: Lower structure, 3: Upper structure, 4: Fixed member, 5: Lower member, 5a: Lower slide surface, 6: Lower guide member, 6a: Y direction guide part, 6b : Fixing bolt screwed female screw hole, 6c: fitting recess, 7: upper member, 7a: upper slide surface, 8: upper guide member, 8a: X direction guide part, 8b: fixed bolt screwed female screw hole, 8c : Fitting recess, 9: elastic bearing, 10: elastic body, 11: upper connecting steel plate, 11a: upper sliding surface, 11b: upper engaging portion, 12: lower connecting steel plate, 12a: lower sliding surface, 12b: lower engaging Joint part, 13: Upper upper lifting force holding member, 13a: Engaging protrusion, 13b: Fixing bolt insertion hole, 13c: Upper lifting force holding part, 14: Lower upper lifting force holding member, 14a: Engaging protrusion, 14b: Fixed Bolt insertion hole, 14c: Upper lifting force holding part, 15: Fixed bolt

Claims (4)

上部構造に固定され表面がスライド面を構成する上部部材と、
下部構造に固定され表面がスライド面を構成する下部部材と、
上部部材に直交する一方の方向に対向して所定間隔をおいて平行に配置され下部に直交する一方の方向のガイド部が形成される上部ガイド部材と、
下部部材に直交する他方の方向に対向して所定間隔をおいて平行に配置され上部に直交する他方の方向のガイド部が形成される下部ガイド部材と、
弾性体の上下に上下連結鋼板が固定された弾性支承と、
を備え、
上連結鋼板の表面が上部部材のスライド面と上部スライド部を形成し、上連結鋼板の両端に下部スライド部材の直交する他方の方向のガイド部と係合し直交する他方の方向の移動を許容し直交する一方の方向の移動を阻止する上係合部を形成し、下連結鋼板の表面が下部部材のスライド面と下部スライド部を形成し、下連結鋼板の両端に上部スライド部材の直交する一方の方向のガイド部と係合し直交する他方の方向の移動を許容し直交する他方の方向の移動を阻止する下係合部を形成することを特徴とする構造物用両面スライド支承装置。
An upper member fixed to the upper structure and whose surface constitutes a sliding surface;
A lower member fixed to the lower structure and whose surface constitutes a sliding surface;
An upper guide member that is arranged in parallel with a predetermined interval facing one direction orthogonal to the upper member and in which a guide portion in one direction orthogonal to the lower part is formed;
A lower guide member that is disposed in parallel with a predetermined interval facing the other direction orthogonal to the lower member and in which a guide portion in the other direction orthogonal to the upper part is formed;
An elastic bearing in which upper and lower connecting steel plates are fixed above and below the elastic body;
With
The surface of the upper connecting steel plate forms the slide surface and upper sliding part of the upper member, and engages with the guide part in the other direction of the lower slide member at the opposite ends at both ends of the upper connecting steel plate, allowing movement in the other direction orthogonal to each other An upper engaging portion that prevents movement in one orthogonal direction is formed, the surface of the lower connecting steel plate forms a sliding surface and a lower sliding portion of the lower member, and the upper sliding member is orthogonal to both ends of the lower connecting steel plate. A double-sided slide bearing device for a structure which forms a lower engaging portion which engages with a guide portion in one direction and allows movement in the other orthogonal direction and prevents movement in the other orthogonal direction.
下部ガイド部材に弾性支承の上連結鋼板を押える上部上揚力押え部材を固定し、上部ガイド部材に弾性支承の下連結鋼板を押える下部上揚力押え部材を固定することを特徴とする請求項1に記載の構造物用両面スライド支承装置。   2. The upper lifting force pressing member for pressing the upper connecting steel plate of the elastic support to the lower guide member is fixed, and the lower lifting force pressing member for pressing the lower connecting steel plate of the elastic support to the upper guide member is fixed. The double-sided slide support device for structures as described. 下部ガイド部材に上部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部を形成し、上部ガイド部材に下部上揚力押え部材に形成した係合突部が嵌合する嵌合凹部を形成することを特徴とする請求項2に記載の構造物用両面スライド支承装置。   A fitting recess in which an engaging protrusion formed on the upper upper lifting force holding member is fitted to the lower guide member, and an engaging protrusion formed on the lower upper lifting pressure member is fitted to the upper guide member. The double-sided slide support device for a structure according to claim 2, wherein: 弾性支承の上連結鋼板の上係合部を上連結鋼板の表面より下に位置させ、下連結鋼板の下係合部を下連結鋼板の表面より上に位置させ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両面スライド支承装置。   The upper engagement portion of the upper connection steel plate of the elastic bearing is positioned below the surface of the upper connection steel plate, and the lower engagement portion of the lower connection steel plate is positioned above the surface of the lower connection steel plate. 4. A double-sided slide support device for a structure according to any one of items 3 to 3.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867351A (en) * 2018-08-30 2018-11-23 惠州市丰源钢结构有限公司 A kind of steel structure bridge damping base and preparation method thereof
CN110344635A (en) * 2019-08-01 2019-10-18 田春海 A kind of earthquake-resistant structure steel construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108867351A (en) * 2018-08-30 2018-11-23 惠州市丰源钢结构有限公司 A kind of steel structure bridge damping base and preparation method thereof
CN110344635A (en) * 2019-08-01 2019-10-18 田春海 A kind of earthquake-resistant structure steel construction

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