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JP2009162365A - Compression-type shock absorber - Google Patents

Compression-type shock absorber Download PDF

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JP2009162365A
JP2009162365A JP2008002979A JP2008002979A JP2009162365A JP 2009162365 A JP2009162365 A JP 2009162365A JP 2008002979 A JP2008002979 A JP 2008002979A JP 2008002979 A JP2008002979 A JP 2008002979A JP 2009162365 A JP2009162365 A JP 2009162365A
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compression
elastic body
thin plate
shock absorber
force
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Ryosuke Suzuki
亮介 鈴木
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a compression-type shock absorber having durability and capable of improving compression force absorbing performance by efficiently using elastic force of an elastic body. <P>SOLUTION: The shock absorber is composed of flat-plate elastic rubber 10 having desired elasticity and allowing input of compression force F, a penetration hole 12 formed inside the flat-plate elastic rubber 10, a belt-like plate 20 arranged inside the penetration hole 12, and vulcanizing adhesive for integrating the belt-like plate 20 to the flat-plate elastic rubber 10. The belt-like plate 20 is arranged in the compression direction of the compression force F, which means, a direction crossing to a direction of thickness D. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、例えば、ゴム等の弾性材を用いて圧縮力を吸収することのできる緩衝体に関する。   The present invention relates to a shock absorber capable of absorbing a compressive force using an elastic material such as rubber.

従来から、ゴム等の弾性体と他の部材を組合せて構成し、衝撃等の圧縮力吸収性能を向上させた緩衝体が提案されている。
例えば、特許文献1に提案されている緩衝材はゴム材の中に鋼管を埋め込んで一体成形して、ゴム材と鋼管の中間の弾性係数を有する緩衝材を構成し、圧縮力を吸収する圧縮力吸収性能を向上している。
2. Description of the Related Art Conventionally, a shock absorber has been proposed in which an elastic body such as rubber and another member are combined to improve the compression force absorbing performance such as impact.
For example, the cushioning material proposed in Patent Document 1 is a compression material that embeds a steel pipe in a rubber material and integrally forms it to form a cushioning material having an intermediate elastic modulus between the rubber material and the steel pipe, and absorbs the compressive force. Improves power absorption performance.

しかし、この特許文献1に提案されている緩衝材は、鋼管の弾性変形を利用しており、圧縮力が繰り返し入力されることによって鋼管は繰り返し変形し、疲労破壊を招く惧れがあり、耐久性に関する信頼性が低かった。   However, the buffer material proposed in Patent Document 1 uses elastic deformation of the steel pipe, and the steel pipe is repeatedly deformed by repeatedly inputting the compressive force, which may cause fatigue failure, and is durable. Reliability related to sex was low.

特開2001−263398号公報JP 2001-263398 A

この発明は、耐久性があり、弾性体の弾性力を効率よく利用して、圧縮力吸収性能を向上する圧縮型緩衝体を提供することを目的とする。   An object of the present invention is to provide a compression-type buffer body that is durable and that efficiently uses the elastic force of an elastic body to improve the compression force absorption performance.

この発明は、所望の弾性を有し、圧縮力の入力を許容する弾性体と、該弾性体の内部に形成した空洞と、該弾性体の内部に配置した薄板材と、該薄板材を前記弾性体に一体化する一体化手段とで構成し、該薄板材を、前記圧縮力の圧縮方向に対して交差する方向に配設した圧縮型緩衝体であることを特徴とする。   According to the present invention, an elastic body having desired elasticity and allowing an input of a compressive force, a cavity formed inside the elastic body, a thin plate material arranged inside the elastic body, and the thin plate material It is characterized by comprising a compression type shock absorber comprising a thin plate material arranged in a direction crossing the compression direction of the compression force.

上記弾性体は、天然ゴム、合成ゴム等で構成された弾性体であることを含む。
上記薄板材は、金属製や樹脂製等の薄板形状で形成され、適宜の強度を有する板材であることを含む。
上記一体化手段は、弾性体の形成時に薄板材を一体形成する一体化手段、又は形成された弾性体に挿入して一体化する一体化手段であることを含む。
The elastic body includes an elastic body made of natural rubber, synthetic rubber or the like.
The thin plate material is formed of a thin plate shape such as metal or resin and includes a plate material having appropriate strength.
The integration means includes integration means for integrally forming a thin plate material at the time of forming the elastic body, or integration means for inserting and integrating the thin plate material into the formed elastic body.

これにより、入力された圧縮力を弾性体で吸収することができる。詳しくは、上記圧縮力が入力された弾性体は弾性変形し、この弾性変形によって圧縮力を吸収することができる。なお、弾性体の内部に空洞を形成しているため、弾性体は、空洞に向かって、すなわち空洞をつぶす方向に変形することができる。この変形によって、弾性体の内部に配置した薄板材は圧縮方向に対して直交する方向の軸を回転中心とした回転移動することとなる。一体化手段によって弾性体と一体化された薄板材の回転移動によって、薄板材と弾性体との境界面にはせん断力が生じ、該せん断力によって弾性体に引張力が付与されることとなる。この引張力によって、入力された圧縮力をより効率的に吸収することができる。   Thereby, the input compression force can be absorbed by the elastic body. Specifically, the elastic body to which the compression force is input is elastically deformed, and the elastic force can be absorbed by the elastic deformation. In addition, since the cavity is formed inside the elastic body, the elastic body can be deformed toward the cavity, that is, in the direction of crushing the cavity. Due to this deformation, the thin plate material arranged inside the elastic body is rotated about the axis in the direction orthogonal to the compression direction. By the rotational movement of the thin plate material integrated with the elastic body by the integration means, a shearing force is generated at the interface between the thin plate material and the elastic body, and a tensile force is applied to the elastic body by the shearing force. . By this tensile force, the input compressive force can be absorbed more efficiently.

このように、内部に空洞を形成したことにより、入力された圧縮力によって内側に大きく変形し、この変形によって内部に配置した薄板材を回転移動させ、この回転移動により薄板材の境界部分の弾性体に引張力を付与し、弾性体自身が有する弾性性能を最大限に発揮させ、圧縮力吸収性能を向上させた圧縮型緩衝体を得ることができる。   Thus, by forming the cavity inside, it is greatly deformed inward by the input compressive force, and the thin plate material arranged inside is rotated by this deformation, and the elastic movement of the boundary portion of the thin plate material is caused by this rotational movement. It is possible to obtain a compression-type buffer body that imparts a tensile force to the body, maximizes the elastic performance of the elastic body itself, and improves the compression force absorption performance.

また、弾性体内部に配置された薄板材は付与された圧縮力によって変形しないため、繰り返し荷重による疲労破壊の惧れもなく、耐久性のある圧縮型緩衝体を構成することができる。   In addition, since the thin plate material arranged inside the elastic body is not deformed by the applied compressive force, there is no fear of fatigue failure due to repeated loads, and a durable compression buffer can be configured.

この発明の態様として、前記弾性体を、厚み方向の前記圧縮力の入力を許容する平板形状の平板弾性体で構成し、入力される前記圧縮力を前記平板弾性体に伝達する圧縮力伝達薄板材を、前記平板弾性体の前記厚み方向の両端面に備えることができる。   As an aspect of the present invention, the elastic body is formed of a flat plate elastic body that allows the input of the compressive force in the thickness direction, and the compressive force transmission thin that transmits the input compressive force to the flat plate elastic body. A plate material can be provided on both end faces of the flat plate elastic body in the thickness direction.

これにより、圧縮力伝達薄板材を介して、前記平板弾性体に対して圧縮力を略均等に入力することができる。また、前記厚み方向の両端面に圧縮力伝達薄板材を備えているため、前記平板弾性体が外部からの損傷を受ける可能性を低減することができる。   Thereby, compressive force can be input into the said flat elastic body substantially equally via the compressive force transmission thin plate material. Moreover, since the compression force transmission thin plate material is provided on both end surfaces in the thickness direction, the possibility that the flat plate elastic body is damaged from the outside can be reduced.

また、前記弾性体を、厚み方向の前記圧縮力の入力を許容する平板形状の平板弾性体で構成したことによって、例えば、圧縮力によって面外方向に変形することを防止して、弾性体を確実に内部方向に変形させることができる。   In addition, by configuring the elastic body with a flat plate-shaped elastic body that allows the input of the compressive force in the thickness direction, for example, the elastic body is prevented from being deformed in the out-of-plane direction by a compressive force. It can be reliably deformed in the inner direction.

したがって、圧縮力伝達薄板材によって均等に入力された圧縮力によって、内部に配置した薄板材を確実に回転移動させ、この回転移動により、圧縮力吸収性能を確実に向上させることができる。   Accordingly, the thin plate material disposed therein can be reliably rotated by the compression force uniformly input by the compression force transmitting thin plate material, and the compression force absorption performance can be reliably improved by this rotational movement.

また、この発明の態様として、前記空洞を、前記平板弾性体の長さ方向に貫通する貫通孔で構成し、前記薄板材を、前記平板弾性体の長さ方向に沿って配設するとともに、前記平板弾性体の厚み方向且つ幅方向に対して交差する方向に配設することができる。   Further, as an aspect of the present invention, the cavity is constituted by a through-hole penetrating in the length direction of the flat plate elastic body, and the thin plate material is disposed along the length direction of the flat plate elastic body, It can arrange | position in the direction which cross | intersects with respect to the thickness direction of the said flat elastic body, and the width direction.

これにより、例えば、空気が密閉された空洞の場合と比較して、前記空洞を、前記平板弾性体の長さ方向に貫通する貫通孔で構成したことによって、厚み方向の変形、すなわち貫通孔を形成する空間をつぶす方向に容易に変形することができる。   Thereby, for example, compared with the case where the air is sealed, the cavity is constituted by a through hole penetrating in the length direction of the flat plate elastic body, so that the deformation in the thickness direction, that is, the through hole is formed. The space to be formed can be easily deformed in the direction of crushing.

また、前記薄板材を、前記平板弾性体の長さ方向、すなわち貫通孔に略平行に配設し、前記平板弾性体の厚み方向且つ幅方向に対して交差する方向に配設したため、厚み方向の変形、すなわち貫通孔を形成する空間をつぶす方向の変形によって、より効率よく薄板材を回転移動させることができる。   Further, since the thin plate member is disposed in the length direction of the flat plate elastic body, that is, substantially parallel to the through hole, and in the thickness direction of the flat plate elastic body and in the direction intersecting the width direction, the thickness direction The thin plate material can be rotated and moved more efficiently by the above deformation, that is, the deformation in the direction of crushing the space forming the through hole.

また、この発明の態様として、前記薄板材に、厚み方向且つ幅方向で構成された幅方向断面における回転の回転中心となる長さ方向の回転中心軸を備えることができる。   Further, as an aspect of the present invention, the thin plate member can be provided with a rotation center axis in the length direction which is a rotation center of rotation in a width direction cross section configured in the thickness direction and the width direction.

これにより、上記弾性体の変形による薄板材の回転移動を確実にすることができる。詳しくは、例えば圧縮力による前記空洞を形成する空間をつぶす方向の変形によって薄板材に幅方向の力が付与された場合であっても、該幅方向の力を回転中心軸を中心とする回転力に変換して薄板材を回転移動させることができる。したがって、薄板材の回転移動による圧縮力吸収性能を確実に向上させることができる。   Thereby, the rotational movement of the thin plate material by the deformation of the elastic body can be ensured. Specifically, for example, even when a force in the width direction is applied to the thin plate material by deformation in the direction of crushing the space forming the cavity due to compressive force, the force in the width direction is rotated around the rotation center axis. The thin plate material can be rotated by being converted into force. Therefore, the compressive force absorption performance by the rotational movement of the thin plate material can be reliably improved.

また、この発明の態様として、前記薄板材に、前記一体化手段による前記薄板材と前記弾性体との一体化を補強する一体化補強手段を備えることができる。
前記一体化補強手段は、薄板材の肉厚方向に貫通する薄板材貫通孔や、薄板材の表面に形成した凹凸や表面処理による摩擦力増進手段で構成することを含む。
As an aspect of the present invention, the thin plate material can be provided with an integrated reinforcing means for reinforcing the integration of the thin plate material and the elastic body by the integrating means.
The integrated reinforcing means includes a thin plate material through-hole penetrating in the thickness direction of the thin plate material, and an unevenness formed on the surface of the thin plate material and a friction force increasing means by surface treatment.

これにより、前記薄板材と前記弾性体との一体化をより堅固にすることができるため、入力された圧縮力による薄板材の回転移動に伴うせん断方向の引張力を境界付近の弾性体に確実に付与することができ、圧縮型緩衝体の圧縮力吸収性能をさらに向上することができる。   As a result, the integration of the thin plate material and the elastic body can be made firmer, so that the tensile force in the shear direction accompanying the rotational movement of the thin plate material by the input compressive force is reliably applied to the elastic body near the boundary. The compression force absorbing performance of the compression buffer can be further improved.

また、この発明の態様として、前記弾性体を、ゴム材で構成するとともに、前記一体化手段を、前記ゴム材の加硫時に、前記ゴム材と前記薄板材とを接着する加硫接着で構成することができる。   Further, as an aspect of the present invention, the elastic body is made of a rubber material, and the integration means is made of vulcanization adhesion for bonding the rubber material and the thin plate material when the rubber material is vulcanized. can do.

前記ゴム材は、減衰ゴム等の合成ゴム材や天然ゴム材等であることを含む。
上記加硫接着は、ゴム材の加硫成型時の熱と圧力を利用して加硫と同時に薄板材とゴム材とを接着する接着手段であり、接着剤を塗布しない直接加硫接着及び接着剤を塗布する間接加硫接着であることを含む。
The rubber material includes a synthetic rubber material such as a damping rubber, a natural rubber material, or the like.
The above-mentioned vulcanization adhesion is an adhesion means for bonding a thin plate material and a rubber material at the same time as vulcanization using heat and pressure at the time of vulcanization molding of a rubber material, and direct vulcanization adhesion and adhesion without applying an adhesive. Including indirect vulcanization adhesion in which an agent is applied.

これにより、ゴム材と薄板材とをさらに確実に一体化させることができるとともに、ゴム材の形成が完了した時点ですでに薄板材との一体化も完了しているため、ゴム材の形成後に薄板材を挿着して一体化する場合と比較して、圧縮型緩衝体を形成する工程を低減することができる。   As a result, the rubber material and the thin plate material can be more reliably integrated, and since the integration with the thin plate material has already been completed when the formation of the rubber material is completed, after the rubber material is formed, Compared with the case where a thin plate material is inserted and integrated, the step of forming the compression buffer can be reduced.

この発明によれば、耐久性があり、弾性体の弾性力を効率よく利用して、圧縮力吸収性能を向上する圧縮型緩衝体を構成することができる。   According to the present invention, it is possible to configure a compression-type buffer body that is durable and that efficiently uses the elastic force of the elastic body to improve the compression force absorption performance.

以下、本発明の一実施例について説明する。
圧縮型緩衝体1の斜視図を示す図1と、圧縮型緩衝体1の平面方向の断面図による説明図を示す図2とともに圧縮型緩衝体1について説明する。
Hereinafter, an embodiment of the present invention will be described.
The compression shock absorber 1 will be described together with FIG. 1 showing a perspective view of the compression shock absorber 1 and FIG. 2 showing an explanatory view of a sectional view of the compression shock absorber 1 in the plane direction.

圧縮型緩衝体1は、平面板状の平板弾性ゴム10と、該平板弾性ゴム10の正面と背面に配置して平板弾性ゴム10をサンドイッチ状に挟みこむ鋼板11と、平板弾性ゴム10内部に配置した帯状の帯状プレート20とで構成している。   The compression shock absorber 1 includes a flat plate-like flat elastic rubber 10, a steel plate 11 that is disposed on the front and back of the flat elastic rubber 10 and sandwiches the flat elastic rubber 10 in a sandwich shape, and a flat elastic rubber 10. It is comprised with the arrange | positioned strip | belt-shaped strip | belt-shaped plate 20. FIG.

平板弾性ゴム10は、縦長且つ幅広の直方体形状で形成され、幅W(図2において左右方向の長さ)を略3等分する位置に、平板弾性ゴム10を上下方向に貫通し、平板弾性ゴム10の厚みD(図2において上下方向の長さ)の1/3程度の径を有する円筒形状の貫通孔12を有するとともに、平板弾性ゴム10の側面10aに貫通孔12の半分の半円断面で形成した半円柱形状の半円柱凹部13を備えている。   The flat elastic rubber 10 is formed in a vertically long and wide rectangular parallelepiped shape, and penetrates the flat elastic rubber 10 in the vertical direction at a position that divides the width W (the length in the left-right direction in FIG. 2) into approximately three equal parts. A cylindrical through hole 12 having a diameter of about 1/3 of the thickness D of the rubber 10 (the length in the vertical direction in FIG. 2) is provided, and a half circle of the through hole 12 is formed on the side surface 10a of the flat elastic rubber 10. A semi-cylindrical recess 13 formed in a cross section is provided.

なお、平板弾性ゴム10は、高減衰ゴムで構成している。高減衰ゴムは、ゴム分子間の摩擦減衰および分子間に存在する粘性体による粘性減衰をあわせ持つように配合設計されたゴム材料である。
鋼板11は、平板弾性ゴム10の正面及び背面の全面を覆う金属製の薄板であり、平板弾性ゴム10の正面及び背面に接着固定されている。
The flat elastic rubber 10 is composed of a high damping rubber. High damping rubber is a rubber material that is compounded and designed to have both friction damping between rubber molecules and viscous damping due to viscous materials existing between the molecules.
The steel plate 11 is a thin metal plate that covers the entire front and back surfaces of the flat elastic rubber 10, and is bonded and fixed to the front and back surfaces of the flat elastic rubber 10.

帯状プレート20は金属製の帯状の薄板材で構成され、半円柱凹部13と貫通孔12の間、及び貫通孔12同士の間で、平板弾性ゴム10の長さL(図1において上下方向の長さ)に沿って、すなわち貫通孔12に平行に配置されている。   The belt-like plate 20 is made of a metal belt-like thin plate material, and has a length L (in the vertical direction in FIG. 1) between the semi-cylindrical recess 13 and the through-holes 12 and between the through-holes 12. (Length), that is, parallel to the through hole 12.

なお、帯状プレート20の配置方向は、圧縮力Fが付与される前の状態の圧縮型緩衝体1の断面図である図2(a)に示すように、厚みD方向に対して交差する方向、すなわち隣合う帯状プレート20,20とで平面視ハの字形状となるよう配置されている。   In addition, the arrangement | positioning direction of the strip | belt-shaped plate 20 is a direction which cross | intersects the thickness D direction, as shown to Fig.2 (a) which is sectional drawing of the compression type buffer body 1 of the state before the compression force F is provided. In other words, the adjacent belt-like plates 20 and 20 are arranged so as to have a square shape in plan view.

また、帯状プレート20は、加硫接着剤が塗布され、平板弾性ゴム10の加硫成型時の熱と圧力を利用し平板弾性ゴム10に間接加硫接着されているが、加硫接着剤を用いない直接加硫接着で接着してもよい。   The belt-like plate 20 is coated with a vulcanized adhesive and indirectly vulcanized and bonded to the flat elastic rubber 10 using heat and pressure during the vulcanization molding of the flat elastic rubber 10. You may adhere by direct vulcanization adhesion which is not used.

このように構成された圧縮型緩衝体1を、厚みD方向の圧縮力Fで圧縮すると、鋼板11を介して平板弾性ゴム10に圧縮力Fは伝達され、平板弾性ゴム10は圧縮方向(厚みDの内側方向)に変形する。   When the compression-type shock absorber 1 configured in this way is compressed with a compressive force F in the thickness D direction, the compressive force F is transmitted to the flat elastic rubber 10 via the steel plate 11, and the flat elastic rubber 10 is compressed in the compressive direction (thickness). (Inward direction of D).

この圧縮方向の変形について詳述すると、入力された圧縮力Fによって、貫通孔12が隣合う帯状プレート20,20で構成するハの字状の上側(図2において左側と中央の帯状プレート20で構成する左側のハの字の場合は図2の上側、中央と右側の帯状プレート20で構成する右側のハの字の場合は図2の下側)を凸とするおむすび形状になるように、また半円柱凹部13も貫通孔12の半断面と同様の形状となるように平板弾性ゴム10が変形する。   The deformation in the compression direction will be described in detail. By the input compression force F, the upper side of the C-shape formed by the belt-like plates 20 and 20 adjacent to each other through the through-hole 12 (the left-hand and middle belt-like plates 20 in FIG. 2). In the case of the left cross-section constituting the upper part of FIG. 2, and in the case of the right cross-section constituted by the central and right belt-like plates 20, the rice bowl has a convex shape. Further, the flat elastic rubber 10 is deformed so that the semi-cylindrical recess 13 has the same shape as the half cross section of the through hole 12.

なお、おむすび形状になる変形についてさらに詳述すると、図2(b)に示すように、平面視円形断面の貫通孔12の等間隔3方向のうち1方向が内側に変形し(矢印di)、残る2方向が外側に変形する(矢印do)ことで形成される。   In addition, in more detail about the deformation | transformation which becomes a rice ball shape, as shown in FIG.2 (b), as shown in FIG.2 (b), one direction is deform | transformed inside (arrow di) among three equal intervals of the through-hole 12 of a planar view circular cross section, The remaining two directions are deformed outward (arrow do).

これにより、圧縮力Fが付与されて変形した状態の圧縮型緩衝体1の断面図である図2(b)に示すように、平板弾性ゴム10は厚みDが薄くなり、帯状プレート20は矢印rに示すように回転し、隣合う帯状プレート20,20で構成する平面視ハの字形状の裾が広がるように変形する。   Thereby, as shown in FIG. 2B, which is a cross-sectional view of the compression-type shock absorber 1 in a state where the compression force F is applied and deformed, the flat elastic rubber 10 has a reduced thickness D, and the belt-like plate 20 has an arrow. It rotates as shown by r, and is deformed so that the skirt of the C-shaped plan view formed by the adjacent belt-like plates 20 and 20 spreads.

このとき、ハの字形状の上側を凸とするおむすび形状になる貫通孔12及び半円柱凹部13の変形、及び帯状プレート20の矢印rの回転移動によって、帯状プレート20と平板弾性ゴム10との境界部分には、矢印Sで示すせん断力Sが生じている(図2(b)参照)。   At this time, the deformation of the through-hole 12 and the semi-cylindrical recess 13 having a convex shape on the upper side of the C-shape and the rotational movement of the band-shaped plate 20 by the arrow r causes the band-shaped plate 20 and the flat elastic rubber 10 to move. A shearing force S indicated by an arrow S is generated at the boundary portion (see FIG. 2B).

このせん断力Sは、帯状プレート20の両面側において帯状プレート20の幅方向に平行、且つそれぞれが逆方向に付与される力であり、このせん断力Sによって平板弾性ゴム10には引張力が付与されることとなる。   The shear force S is a force applied to both sides of the belt-like plate 20 in parallel to the width direction of the belt-like plate 20 and in the opposite directions. A tensile force is imparted to the flat elastic rubber 10 by the shear force S. Will be.

したがって、圧縮型緩衝体1に入力された圧縮力Fは、減衰ゴムで形成され、弾性変形する平板弾性ゴム10の減衰効果によって、その圧縮力Fのエネルギーが吸収され、さらに、上記平板弾性ゴム10の弾性変形に伴う帯状プレート20の回転移動によって生じたせん断力Sに基づく引張力によって、さらに吸収される。   Therefore, the compression force F input to the compression type shock absorber 1 is formed of damping rubber, and the energy of the compression force F is absorbed by the damping effect of the elastic elastic plate 10 that is elastically deformed. 10 is further absorbed by the tensile force based on the shearing force S generated by the rotational movement of the belt-like plate 20 accompanying the 10 elastic deformation.

このように、圧縮型緩衝体1は、平板弾性ゴム10内部に帯状プレート20を配置するとともに、該帯状プレート20と隣り合うように貫通孔12及び半円柱凹部13を形成することによって、入力された圧縮力Fに対して平板弾性ゴム10自身が有する弾性性能を十分に発揮して、圧縮力Fのエネルギーを効率よく吸収することができる。   As described above, the compression-type shock absorber 1 is input by disposing the belt-like plate 20 inside the flat elastic rubber 10 and forming the through hole 12 and the semi-cylindrical recess 13 so as to be adjacent to the belt-like plate 20. The elastic performance of the flat elastic rubber 10 itself can be sufficiently exerted against the compression force F, and the energy of the compression force F can be absorbed efficiently.

なお、貫通孔12及び半円柱凹部13の間或いは貫通孔12同士の間で、帯状プレート20を互い違いの方向で配置したことによって、貫通孔12及び半円柱凹部13をおむすび形状に変形させて、効果的に帯状プレート20を矢印r方向に回転させることができる。したがって、帯状プレート20との境界付近での平板弾性ゴム10に有効に引張力を付与して、圧縮力Fを吸収することができる。   In addition, by arrange | positioning the strip | belt-shaped plate 20 in a staggered direction between the through-holes 12 and the semi-cylindrical recessed parts 13, or between the through-holes 12, the through-holes 12 and the semi-cylindrical recessed parts 13 are deformed into a rice bowl shape, The belt-like plate 20 can be effectively rotated in the direction of the arrow r. Therefore, it is possible to effectively apply a tensile force to the flat elastic rubber 10 near the boundary with the belt-like plate 20 and absorb the compressive force F.

また、平板弾性ゴム10を上下方向に貫通する貫通孔12を備えているため、容易に貫通孔12をつぶす方向に変形させることができる。詳述すると、例えば、平板弾性ゴム10を貫通せず、内側に空気が密閉された空洞の場合、前記空洞内部の空気が圧縮抵抗となり、空洞をつぶす方向の平板弾性ゴム10の変形を抑制するが、上述したように、貫通孔12は平板弾性ゴム10を貫通しているため、貫通孔12を形成する空間をつぶす方向、すなわち厚み方向に容易に変形することができる。したがって、貫通孔12をつぶす方向の平板弾性ゴム10の変形による平板弾性ゴム10の圧縮力吸収性能を容易に向上することができる。   Moreover, since the through-hole 12 penetrating the flat elastic rubber 10 in the vertical direction is provided, the through-hole 12 can be easily deformed in the crushing direction. More specifically, for example, in the case of a cavity that does not penetrate the flat elastic rubber 10 and air is sealed inside, the air inside the cavity becomes a compression resistance and suppresses deformation of the flat elastic rubber 10 in the direction of crushing the cavity. However, as described above, since the through hole 12 penetrates the flat elastic rubber 10, it can be easily deformed in the direction of crushing the space forming the through hole 12, that is, in the thickness direction. Therefore, it is possible to easily improve the compressive force absorbing performance of the flat elastic rubber 10 due to the deformation of the flat elastic rubber 10 in the direction of crushing the through holes 12.

さらにまた、平板弾性ゴム10内部に配置された帯状プレート20は、付与された圧縮力Fによって平板弾性ゴム10内部で回転移動するが、変形しないため、繰り返しの圧縮力Fによる繰り返し変形に起因する疲労破壊の惧れもなく、耐久性のある圧縮型緩衝体1を構成することができる。   Furthermore, the belt-like plate 20 disposed inside the flat elastic rubber 10 rotates and moves inside the flat elastic rubber 10 by the applied compressive force F, but does not deform, and thus is caused by repeated deformation due to repeated compressive force F. There is no fear of fatigue failure, and it is possible to construct a durable compression-type shock absorber 1.

このように構成した圧縮型緩衝体1を利用した衝撃吸収装置のひとつとして、乗用車100に装備するバンパー装置110について、バンパー装置110を装着した乗用車100の平面図を示す図3とともに説明する。   As one of the impact absorbing devices using the compression buffer 1 configured as described above, a bumper device 110 equipped in the passenger car 100 will be described with reference to FIG. 3 showing a plan view of the passenger car 100 equipped with the bumper device 110.

バンパー装置110は乗用車100の前後端に配置したバンパーであり、内部に幅方向wに並列配置した圧縮型緩衝体1を備え、圧縮型緩衝体1は車体前後部に直接固定されている。   The bumper device 110 is a bumper arranged at the front and rear ends of the passenger car 100, and includes a compression type shock absorber 1 arranged in parallel in the width direction w, and the compression type shock absorber 1 is directly fixed to the front and rear parts of the vehicle body.

この構成により、乗用車100が前後方向に衝突した場合であっても、衝突の衝撃はバンパー装置110内部の圧縮型緩衝体1に圧縮力として入力されるため、圧縮型緩衝体1が衝突の衝撃を吸収することができる。したがって、衝突による衝撃が車体本体に及ぼす影響を低減することができる。   With this configuration, even when the passenger car 100 collides in the front-rear direction, the impact of the collision is input as a compression force to the compression-type shock absorber 1 inside the bumper device 110. Can be absorbed. Therefore, it is possible to reduce the influence of the impact caused by the collision on the vehicle body.

なお、乗用車100の車体前部が対向車と衝突する場合、車体前部が全て衝突するフルラップ衝突と、車体前部の一部のみが衝突するオフセット衝突がある。道路運送車両法の保安基準では、上記フルラップ衝突及びオフセット衝突の両基準のクリアが義務化されている。フルラップ衝突に比べて衝突面積が小さいオフセット衝突の場合、フルラップ衝突での損傷レベルと同程度のレベルに押えるためには、車体本体の剛性強化が必要となるが、この剛性強化によって車体重量が増加し、車体重量増加に伴う衝突時の慣性力が大きくなり、剛性強化による損傷レベルの低減効果は大きくはなかった。   In addition, when the vehicle body front part of the passenger car 100 collides with an oncoming vehicle, there are a full lap collision in which all the vehicle body front parts collide and an offset collision in which only a part of the vehicle body front part collides. In the safety standards of the Road Transport Vehicle Law, it is mandatory to satisfy both the full lap collision and the offset collision. In the case of an offset collision, where the collision area is smaller than that of a full lap collision, it is necessary to increase the rigidity of the vehicle body in order to keep it at the same level as the damage level in a full wrap collision. However, the inertial force at the time of a collision accompanying the increase in the weight of the vehicle body has increased, and the effect of reducing the damage level due to the strengthening of rigidity has not been significant.

上述したように、バンパー装置110に圧縮型緩衝体1を備えたことによって、車体の剛性を強化する場合と比較して、少ない重量増で、バンパー装置110の圧縮力吸収性能を向上することができる。したがって、道路運送車両法の保安基準によるフルラップ衝突及びオフセット衝突の両基準をクリアできるバンパー装置110を備えた乗用車100を構成することができる。   As described above, by providing the compression buffer 1 in the bumper device 110, it is possible to improve the compression force absorption performance of the bumper device 110 with a small weight increase compared to the case where the rigidity of the vehicle body is enhanced. it can. Therefore, the passenger car 100 including the bumper device 110 that can clear both the full lap collision and the offset collision standards according to the safety standards of the Road Transport Vehicle Law can be configured.

なお、車体の剛性を強化する場合と比較して、少ない重量増で、バンパー装置110の圧縮力吸収性能を向上することができるため、乗用車100の燃費の低下も抑制することもできる。   In addition, since the compression force absorption performance of the bumper device 110 can be improved with a small weight increase as compared with the case where the rigidity of the vehicle body is enhanced, a reduction in fuel consumption of the passenger car 100 can also be suppressed.

次に、このように構成した圧縮型緩衝体1を利用した緩衝装置のひとつとして、連続桁橋梁に組み込んだ減衰装置210について、減衰装置210の設置部分の減衰連結桁橋梁200の縦断面図を示す図4と、図4に示す断面位置での減衰連結桁橋梁200の横断面図を示す図5と、図4に示す断面位置での減衰連結桁橋梁200の平面方向断面図を示す図6とともに説明する。   Next, as one of the shock absorbers using the compression-type shock absorber 1 configured as described above, a longitudinal cross-sectional view of the damping connecting girder bridge 200 in the installation portion of the damping device 210 is shown for the damping device 210 incorporated in the continuous girder bridge. 4 showing FIG. 4, FIG. 5 showing a cross-sectional view of the damped connection girder bridge 200 at the cross-sectional position shown in FIG. 4, and FIG. 6 showing a plane direction cross-sectional view of the damped connection girder bridge 200 at the cross-sectional position shown in FIG. It explains together.

なお、図5において、中心線CLより左側の横断面図は減衰連結桁橋梁200の横断面におけるA−A矢視方向の断面図を示し、中心線CLより右側の横断面図は減衰連結桁橋梁200の横断面におけるB−B矢視方向の断面図を示している。また、図6は図4に示すC−C矢視方向の断面図を示し、図4は図5に示すD−D矢視方向の断面図を示している。   In FIG. 5, the cross-sectional view on the left side of the center line CL shows a cross-sectional view in the direction of arrow AA in the cross-section of the damped connection girder bridge 200, and the cross-sectional view on the right side of the center line CL shows the damped connection girder. A cross-sectional view in the direction of arrows BB in the cross section of the bridge 200 is shown. 6 shows a cross-sectional view in the direction of arrows CC shown in FIG. 4, and FIG. 4 shows a cross-sectional view in the direction of arrows DD shown in FIG.

減衰連結桁橋梁200は、橋脚220と、該橋脚220の上面に設置した支承部221を介して支承されるT型PC桁230と、減衰装置210とで構成されている。
T型PC桁230は、水平方向の床板231と、該床板231の底面で橋軸方向(図4において左右方向)に配設された縦長長方形断面の主桁232とで構成されている。なお、主桁232は幅方向(図5参照)に所定間隔を隔てて複数配置され、隣り合う主桁232の間を連結する幅方向の横桁233を、橋脚220部分に備えている。
The damping connection girder bridge 200 includes a bridge pier 220, a T-type PC girder 230 supported via a support portion 221 installed on the upper surface of the pier 220, and a damping device 210.
The T-shaped PC girder 230 includes a horizontal floor 231 and a main girder 232 having a vertically long rectangular cross section disposed in the bridge axis direction (left and right in FIG. 4) on the bottom surface of the floor 231. A plurality of main girders 232 are arranged at a predetermined interval in the width direction (see FIG. 5), and a horizontal girder 233 in the width direction for connecting adjacent main girders 232 is provided in the pier 220 portion.

また、可動支承のひとつである弾性すべり支承で構成した支承部221によって、T型PC桁230の鉛直荷重を橋脚220で支承しているため、T型PC桁230の水平移動時には10%程度の摩擦によるエネルギー低減効果を有している。   Further, since the vertical load of the T-type PC girder 230 is supported by the bridge pier 220 by the support part 221 constituted by an elastic sliding bearing which is one of the movable supports, about 10% when the T-type PC girder 230 moves horizontally. It has an energy reduction effect due to friction.

減衰装置210は、T型PC桁230の横桁233の橋軸方向両側に備えた圧縮型緩衝部211と、橋脚220の橋軸方向両端部のうち横桁233に対応する部分の上面を突出させた褄壁212とで構成されている。   The damping device 210 protrudes from the upper surface of the compression type buffer part 211 provided on both sides in the bridge axis direction of the cross beam 233 of the T-type PC girder 230 and the part corresponding to the cross beam 233 at both ends of the bridge pier 220 in the bridge axis direction. It is comprised with the heel wall 212 made to do.

圧縮型緩衝部211は、図4のa部拡大図や図6のb部拡大図に示すように、橋軸方向に2つの平板弾性ゴム10を並置し、その平板弾性ゴム10同士の間および平板弾性ゴム10の両端に配置した鋼板11とを配置して積層状態に構成している。   As shown in the enlarged view of part a in FIG. 4 and the enlarged view of part b in FIG. 6, the compression-type shock absorber 211 has two flat elastic rubbers 10 juxtaposed in the bridge axis direction. Steel plates 11 arranged at both ends of the flat elastic rubber 10 are arranged to form a laminated state.

圧縮型緩衝部211を構成する各平板弾性ゴム10には、上述した圧縮型緩衝体1の平板弾性ゴム10と同様に長さ方向(図5において上下方向)に貫通する貫通孔12と、半円柱凹部13と、半円柱凹部13と貫通孔12或いは貫通孔12同士の間に配置された帯状プレート20とを備えている。
圧縮型緩衝部211は、横桁233と褄壁212との間で挟まれるようにして配置している。
Each flat elastic rubber 10 constituting the compression-type shock absorber 211 includes a through hole 12 penetrating in the length direction (vertical direction in FIG. 5), and a half, like the flat elastic rubber 10 of the compression-type shock absorber 1 described above. A cylindrical recess 13 and a semi-cylindrical recess 13 and a belt-like plate 20 disposed between the through holes 12 or the through holes 12 are provided.
The compression type buffer part 211 is arranged so as to be sandwiched between the cross beam 233 and the eaves wall 212.

このように構成された減衰連結桁橋梁200に水平地震動が入力されると、詳しくは、支持地盤の水平地震動が橋脚220に入力されると、その水平地震動は支承部221を介してT型PC桁230に入力される。   When horizontal ground motion is input to the damped girder bridge 200 configured as described above, specifically, when horizontal ground motion of the supporting ground is input to the pier 220, the horizontal ground motion is transmitted to the T-type PC via the support portion 221. Input into digit 230.

しかし、横桁233の両側で褄壁212との間に圧縮型緩衝部211を配置しているため、入力された水平地震動は、圧縮型緩衝部211に圧縮力として入力され、圧縮型緩衝部211が水平地震動の振動エネルギーを吸収する。したがって、橋脚220から入力され、T型PC桁230に伝達される水平地震動を低減することができ、耐久性のある減衰連結桁橋梁200を構成することができる。   However, since the compression type buffer part 211 is arrange | positioned between the gutter wall 212 on both sides of the cross beam 233, the input horizontal seismic motion is input into the compression type buffer part 211 as a compression force, and a compression type buffer part 211 absorbs the vibration energy of horizontal seismic motion. Therefore, the horizontal ground motion input from the pier 220 and transmitted to the T-type PC girder 230 can be reduced, and the durable damped connection girder bridge 200 can be configured.

また、圧縮型緩衝部211が水平地震動の振動エネルギーを吸収し、T型PC桁230に伝達される水平地震動を低減することができるため、T型PC桁230の水平移動量は減少する。したがって、T型PC桁230と隣接構造物との遊間を狭く設定することができる。   Moreover, since the compression type buffer part 211 can absorb the vibration energy of a horizontal earthquake motion and can reduce the horizontal earthquake motion transmitted to the T-type PC girder 230, the amount of horizontal movement of the T-type PC girder 230 is reduced. Therefore, the clearance between the T-type PC girder 230 and the adjacent structure can be set narrow.

なお、既設橋梁においても、可動支承で支承する橋脚の上面の橋軸方向端部に褄壁212を増設し、横桁233に圧縮型緩衝部211を設置することによって上記既設橋梁を、上記減衰装置210を備えた橋梁に改修することができる。   In addition, also in the existing bridge, a bridge wall 212 is added to the bridge axial direction end of the upper surface of the pier supported by the movable support, and the compression type buffer part 211 is installed in the cross beam 233, so that the above existing bridge is attenuated. A bridge with the device 210 can be retrofitted.

また、箱桁橋梁の場合においては、減衰連結桁橋梁200の横桁233に対応する突出部分を箱桁底面から下方に突出する態様で増設して、該突出部分に圧縮型緩衝部211を設置するとともに、橋脚に褄壁212を増設することで減衰装置210を備えた箱桁橋梁を構成することができる。   Further, in the case of a box girder bridge, a protruding portion corresponding to the horizontal girder 233 of the damped connecting girder bridge 200 is added in such a manner as to protrude downward from the bottom surface of the box girder, and a compression type buffer portion 211 is installed in the protruding portion. At the same time, a box girder bridge provided with the damping device 210 can be configured by adding the anchor wall 212 to the pier.

さらに、例えば図7に示すように、減衰建築構造物200aの減衰装置210aとして圧縮型緩衝部211aを用いてもよい。なお、図7は減衰建築構造物200aの説明図を示し、詳しくは、図7(a)は減衰装置210aを備えた減衰建築構造物200aの縦断面図を示し、図7(b)は図7(a)に示すE−E矢視方向の平面方向断面を示し、図7(c)は図7(b)におけるc部の拡大図を示している。   Furthermore, as shown in FIG. 7, for example, a compression-type buffer portion 211a may be used as the attenuation device 210a of the attenuation building structure 200a. 7 shows an explanatory view of the attenuation building structure 200a. Specifically, FIG. 7 (a) shows a longitudinal sectional view of the attenuation building structure 200a provided with the attenuation device 210a, and FIG. The plane direction cross section of the EE arrow direction shown to 7 (a) is shown, FIG.7 (c) has shown the enlarged view of c part in FIG.7 (b).

この場合、地中で地上構造物230aの鉛直荷重を、支持部材221aを介して支持する基礎構造220aの上面に圧縮型緩衝部211aを設置する平面視八角形の設置凹部212aを設置し、地上構造物230aの底面に下方に突出し、上記設置凹部212aに遊嵌する底面視八角形の八角形突起201aを設置し、設置凹部212aの鉛直内面と八角形突起201a外面との間に圧縮型緩衝部211aを設置する。   In this case, an installation recess 212a having an octagonal shape in a plan view is provided on the upper surface of the foundation structure 220a that supports the vertical load of the ground structure 230a in the ground via the support member 221a. A bottom-view octagonal octagonal projection 201a that protrudes downward from the bottom surface of the structure 230a and loosely fits in the installation recess 212a is installed, and a compression-type buffer is provided between the vertical inner surface of the installation recess 212a and the outer surface of the octagonal projection 201a The part 211a is installed.

圧縮型緩衝部211aは、図7(c)のc部拡大図に示すように、八角形突起201aの径方向、すなわち放射方向に2つの平板弾性ゴム10を並置し、その平板弾性ゴム10同士の間および平板弾性ゴム10の両端に配置した鋼板11とを配置して積層状態に構成している。   As shown in the enlarged view of part c in FIG. 7C, the compression-type shock absorber 211a has two flat elastic rubbers 10 juxtaposed in the radial direction of the octagonal protrusion 201a, that is, in the radial direction. And the steel plates 11 arranged at both ends of the flat elastic rubber 10 are arranged in a laminated state.

圧縮型緩衝部211aを構成する各平板弾性ゴム10には、上述した圧縮型緩衝体1の平板弾性ゴム10と同様に長さ方向(図7(a)において上下方向)に貫通する貫通孔12と、半円柱凹部13と、半円柱凹部13と貫通孔12或いは貫通孔12同士の間に配置された帯状プレート20とを備えている。   Each flat elastic rubber 10 constituting the compression-type shock absorber 211a has a through-hole 12 penetrating in the length direction (vertical direction in FIG. 7A) in the same manner as the flat elastic rubber 10 of the compression-type shock absorber 1 described above. And a semi-cylindrical recess 13 and a belt-like plate 20 disposed between the semi-cylindrical recess 13 and the through hole 12 or between the through holes 12.

このように構成された減衰建築構造物200aに水平地震動が入力されると、詳しくは、基礎構造220aを介して水平地震動が減衰建築構造物200aに入力されると、その水平地震動は支持部材221aを介して地上構造物230aに入力される。   When horizontal earthquake motion is input to the attenuation building structure 200a configured as described above, specifically, when horizontal earthquake motion is input to the attenuation building structure 200a via the foundation structure 220a, the horizontal earthquake motion is supported by the support member 221a. To the ground structure 230a.

しかし、八角形突起201aと設置凹部212aとの間に圧縮型緩衝部211aを配置しているため、入力された水平地震動は、圧縮型緩衝部211aに圧縮力として入力され、圧縮型緩衝部211aが水平地震動の振動エネルギーを吸収する。したがって、基礎構造220aから入力され、地上構造物230aに伝達される水平地震動を低減することができる。したがって、耐久性のある減衰建築構造物200aを構成することができる。   However, since the compression type buffering part 211a is arranged between the octagonal protrusion 201a and the installation concave part 212a, the input horizontal seismic motion is input to the compression type buffering part 211a as a compressive force, and the compression type buffering part 211a. Absorbs the vibration energy of horizontal earthquake motion. Therefore, the horizontal ground motion input from the foundation structure 220a and transmitted to the ground structure 230a can be reduced. Therefore, the durable attenuation building structure 200a can be comprised.

このように上述の構成で構成した圧縮型緩衝体1を利用して衝撃吸収装置や緩衝装置を構成し、入力された圧縮力を効率よく吸収することができるが、さらには図8に示すように、プレートの厚み方向に貫通する薄板材貫通孔21aを有する帯状プレート21で圧縮型緩衝体1aを構成してもよい。なお、図8(a)は圧縮力Fが付与される前の状態の圧縮型緩衝体1aの断面図を示し、図8(b)は圧縮力Fが付与されて変形した状態の圧縮型緩衝体1aの断面図を示す。   As described above, an impact absorbing device or a shock absorbing device can be configured by using the compression type shock absorber 1 configured as described above, and the input compressive force can be efficiently absorbed. Further, as shown in FIG. In addition, the compression type buffer body 1a may be constituted by a belt-like plate 21 having a thin plate material through hole 21a penetrating in the thickness direction of the plate. 8A shows a cross-sectional view of the compression type shock absorber 1a in a state before the compression force F is applied, and FIG. 8B shows a compression type buffer in a state where the compression force F is applied and deformed. Sectional drawing of the body 1a is shown.

これにより、平板弾性ゴム10は薄板材貫通孔21aを貫通して、帯状プレート21の両側の平板弾性ゴム10を一体化することができる。したがって、帯状プレート21と平板弾性ゴム10との境界部分に生じるせん断力Sによって平板弾性ゴム10に確実に引張力を付与することができる。よって、確実な圧縮力吸収性能を有する圧縮型緩衝体1aを構成することができる。   Thereby, the flat elastic rubber 10 can penetrate the thin plate material through hole 21a, and the flat elastic rubber 10 on both sides of the belt-like plate 21 can be integrated. Therefore, a tensile force can be reliably applied to the flat elastic rubber 10 by the shearing force S generated at the boundary portion between the belt-like plate 21 and the flat elastic rubber 10. Therefore, the compression type buffer body 1a which has reliable compressive force absorption performance can be comprised.

また、図9に示すように、プレートの厚み方向に突出する一体化凸部22aを備えた帯状プレート22で圧縮型緩衝体1bを構成してもよい。なお、図9(a)は圧縮力Fが付与される前の状態の圧縮型緩衝体1bの断面図を示し、図9(b)は圧縮力Fが付与されて変形した状態の圧縮型緩衝体1bの断面図を示す。   Moreover, as shown in FIG. 9, you may comprise the compression type buffer body 1b with the strip | belt-shaped plate 22 provided with the integrated convex part 22a which protrudes in the thickness direction of a plate. FIG. 9A shows a cross-sectional view of the compression buffer 1b in a state before the compression force F is applied, and FIG. 9B shows a compression buffer in a state in which the compression buffer F is deformed. Sectional drawing of the body 1b is shown.

帯状プレート22は、図9に示すように、帯状プレート22の両側のそれぞれの面において、帯状プレート22の長さ方向の中央位置より矢印rの先端側の長さ方向半面に、半円断面で突出する半円柱形状の一体化凸部22aを複数備えている。   As shown in FIG. 9, the belt-like plate 22 has a semicircular cross section on each surface on both sides of the belt-like plate 22 from the center position in the longitudinal direction of the belt-like plate 22 to the longitudinal half on the tip side of the arrow r. A plurality of semi-cylindrical integrated convex portions 22a are provided.

これにより、平板弾性ゴム10と帯状プレート22との一体化をより堅固なものとできるため、貫通孔12や半円柱凹部13をつぶす方向の平板弾性ゴム10の変形による矢印r方向の回転移動によって、エネルギーをロスすることなく平板弾性ゴム10と帯状プレート22との境界部分にせん断力Sを生じることができる。したがって、平板弾性ゴム10に、確実に引張力を付与することができる。よって、確実な圧縮力吸収性能を有する圧縮型緩衝体1bを構成することができる。   Thereby, since the flat elastic rubber 10 and the belt-like plate 22 can be integrated more firmly, by the rotational movement in the direction of the arrow r due to the deformation of the flat elastic rubber 10 in the direction of crushing the through hole 12 or the semi-cylindrical recess 13. The shearing force S can be generated at the boundary between the flat elastic rubber 10 and the belt-like plate 22 without losing energy. Therefore, a tensile force can be reliably applied to the flat elastic rubber 10. Therefore, the compression type buffer body 1b which has reliable compressive force absorption performance can be comprised.

なお、帯状プレート22に一体化凸部22aを備えずとも、帯状プレート22の表面に施した粗化処理によって、平板弾性ゴム10と帯状プレート22との一体化をより堅固なものとすることができる。   Even if the belt-like plate 22 is not provided with the integrated convex portion 22a, the flat elastic rubber 10 and the belt-like plate 22 may be more firmly integrated by the roughening process performed on the surface of the belt-like plate 22. it can.

さらにまた、図10及び11に示すように、回転軸23aを備えた帯状プレート23で圧縮型緩衝体1cを構成してもよい。なお、図10(a)は圧縮型緩衝体1cの斜視図を示し、図10(b)は1bの分解斜視図を示している。図11(a)は圧縮力Fが付与される前の状態の圧縮型緩衝体1cの平面図を示し、図11(b)は圧縮力Fが付与されて変形した状態の圧縮型緩衝体1cの平面図を示す。   Furthermore, as shown in FIGS. 10 and 11, the compression buffer 1c may be constituted by a belt-like plate 23 having a rotating shaft 23a. FIG. 10A shows a perspective view of the compression buffer 1c, and FIG. 10B shows an exploded perspective view of 1b. FIG. 11A shows a plan view of the compression buffer 1c in a state before the compression force F is applied, and FIG. 11B shows a compression buffer 1c in a deformed state with the compression force F applied. The top view of is shown.

圧縮型緩衝体1cは、圧縮型緩衝体1と同様に貫通孔12及び半円柱凹部13を備えた平板弾性ゴム10と、平板弾性ゴム10の上下端から突出する長さLで形成された鋼板11bとで構成している。   The compression type shock absorber 1c is a flat plate elastic rubber 10 provided with a through hole 12 and a semi-cylindrical recess 13 as in the case of the compression type shock absorber 1, and a steel plate formed with a length L protruding from the upper and lower ends of the flat plate elastic rubber 10. 11b.

なお、鋼板11bの上下の突出部分における上下端の所望の位置に回転軸23aの遊嵌を許容する平面視U字状の遊嵌リング23bを備えている。詳述すると、平板弾性ゴム10の手前側(図11において下側)の鋼板11bの上端の幅W方向左右位置にひとつずつ計2つの遊嵌リング23bを備え、奥側(図11において上側)の鋼板11bの上端の幅W方向中央位置にひとつの遊嵌リング23bを備えている。鋼板11bの下端はこの逆であり、手前側中央にひとつの遊嵌リング23bを備え、奥側左右にそれぞれ遊嵌リング23bを備えている。   Note that a U-shaped loose fitting ring 23b that allows loose fitting of the rotary shaft 23a is provided at desired positions of the upper and lower ends of the upper and lower protruding portions of the steel plate 11b. More specifically, a total of two loosely fitting rings 23b are provided at the left and right positions in the width W direction at the upper end of the steel plate 11b on the front side (lower side in FIG. 11) of the flat elastic rubber 10, and the rear side (upper side in FIG. 11). One loose-fitting ring 23b is provided at the center of the upper end of the steel plate 11b in the width W direction. The lower end of the steel plate 11b is the opposite, and is provided with one loose-fitting ring 23b at the front-side center and loose-fitting rings 23b on the back and right sides.

帯状プレート23は、帯状プレートの上下端面の幅方向及び肉厚方向の中央位置に配置し、平板弾性ゴム10と一体化された状態で平板弾性ゴム10の上下面より突出する回転軸23aを備えている。なお、回転軸23aは、圧縮型緩衝体1cにおいて、回転自在及び厚みD方向にスライド自在に遊嵌リング23bに遊嵌している。   The belt-like plate 23 is disposed at the center position in the width direction and the thickness direction of the upper and lower end faces of the belt-like plate, and includes a rotating shaft 23 a that protrudes from the upper and lower surfaces of the flat plate elastic rubber 10 in a state of being integrated with the flat plate elastic rubber 10. ing. In addition, the rotating shaft 23a is loosely fitted to the loosely fitting ring 23b in the compression buffer 1c so as to be rotatable and slidable in the thickness D direction.

このように構成した圧縮型緩衝体1cを厚みD方向の圧縮力Fで圧縮すると、圧縮型緩衝体1と同様に、平板弾性ゴム10が圧縮方向に変形する。このとき、圧縮型緩衝体1cの貫通孔12及び半円柱凹部13も圧縮型緩衝体1と同様の変形をする。   When the compression-type buffer body 1c configured in this way is compressed with a compression force F in the thickness D direction, the flat elastic rubber 10 is deformed in the compression direction in the same manner as the compression-type buffer body 1. At this time, the through-hole 12 and the semi-cylindrical recess 13 of the compression buffer 1 c are also deformed in the same manner as the compression buffer 1.

その平板弾性ゴム10の変形によって、帯状プレート23は矢印rに示すように回転し、隣合う帯状プレート23で構成する平面視ハの字形状が広がるように変形する。   Due to the deformation of the flat elastic rubber 10, the belt-like plate 23 rotates as indicated by an arrow r, and is deformed so that a square shape in plan view formed by the adjacent belt-like plates 23 spreads.

このとき、帯状プレート23は、貫通孔12及び半円柱凹部13の矢印di及び矢印do方向の変形によって、例えば幅W方向の力が付与されることもあるが、帯状プレート23は回転軸23aを介して遊嵌リング23bによって幅W方向の移動が規制されているため、幅W方向の力を矢印r方向の回転力に変換し、圧縮力Fによる平板弾性ゴム10の変形に基づく帯状プレート23の回転量を増大することができる。   At this time, for example, a force in the width W direction may be applied to the belt-like plate 23 due to deformation of the through hole 12 and the semi-cylindrical recess 13 in the direction of the arrow di and the arrow do. Since the movement in the width W direction is restricted by the loose fitting ring 23b, the belt-like plate 23 based on the deformation of the flat elastic rubber 10 by the compressive force F is converted into a rotational force in the direction of the arrow r. The amount of rotation can be increased.

したがって、回転量が増大した帯状プレート23と平板弾性ゴム10との境界部分に生じるせん断力Sを増大させ、このせん断力Sに伴って平板弾性ゴム10に付与される引張力も増大するため、圧縮型緩衝体1cのエネルギー吸収性能を向上することができる。   Therefore, the shear force S generated at the boundary portion between the belt-like plate 23 and the flat elastic rubber 10 with the increased amount of rotation is increased, and the tensile force applied to the flat elastic rubber 10 is also increased with the shear force S. The energy absorption performance of the mold buffer 1c can be improved.

この発明の構成と、上述の実施形態との対応において、
この発明の圧縮型緩衝体は、圧縮型緩衝体1,1a,1b,1cまたは圧縮型緩衝部211,211aに対応し、
以下同様に、
弾性体及び平板弾性体は、平板弾性ゴム10に対応し、
空洞及び貫通孔は、貫通孔12に対応し、
薄板材は、帯状プレート20,21,22,23に対応し、
一体化手段は、間接加硫接着に対応し、
圧縮力伝達薄板材は、鋼板11,11cに対応し、
厚み方向は、厚みDに対応し、
幅方向は、幅Wに対応し、
長さ方向は、長さLに対応し、
一体化補強手段は、薄板材貫通孔21aや一体化凸部22aに対応し、
回転中心軸は、回転軸23aに対応するも、
この発明は、上述の実施形態の構成のみに限定されるものではなく、多くの実施の形態を得ることができる。
In correspondence between the configuration of the present invention and the above-described embodiment,
The compression buffer of the present invention corresponds to the compression buffer 1, 1a, 1b, 1c or the compression buffer 211, 211a,
Similarly,
The elastic body and the flat elastic body correspond to the flat elastic rubber 10,
The cavity and the through hole correspond to the through hole 12,
The thin plate material corresponds to the belt-like plates 20, 21, 22, 23,
The integration means supports indirect vulcanization adhesion,
The compression force transmission thin plate material corresponds to the steel plates 11 and 11c,
The thickness direction corresponds to the thickness D,
The width direction corresponds to the width W,
The length direction corresponds to the length L,
The integrated reinforcing means corresponds to the thin plate material through hole 21a and the integrated convex portion 22a,
The rotation center axis corresponds to the rotation axis 23a,
The present invention is not limited only to the configuration of the above-described embodiment, and many embodiments can be obtained.

圧縮型緩衝体の斜視図。The perspective view of a compression type buffer. 圧縮型緩衝体の説明図。Explanatory drawing of a compression-type buffer. 圧縮型緩衝体を利用したバンパー装置を備えた乗用車の平面図。The top view of a passenger car provided with the bumper device using a compression buffer. 減衰装置の設置部分の減衰連結桁橋梁の縦断面図。The longitudinal cross-sectional view of the attenuation connection girder bridge of the installation part of an attenuation device. 減衰連結桁橋梁の横断面図。A cross-sectional view of a damped girder bridge. 減衰連結桁橋梁の平面方向断面図。The plane direction sectional view of an attenuation connection girder bridge. 減衰建築構造物の説明図。Explanatory drawing of an attenuation building structure. 別の実施形態の圧縮型緩衝体の説明図。Explanatory drawing of the compression-type buffer of another embodiment. 別の実施形態の圧縮型緩衝体の説明図。Explanatory drawing of the compression-type buffer of another embodiment. さらに別の実施形態の圧縮型緩衝体の説明図。An explanatory view of a compression type buffer of another embodiment. さらに別の実施形態の圧縮型緩衝体の説明図。An explanatory view of a compression type buffer of another embodiment.

符号の説明Explanation of symbols

1,1a,1b,1c…圧縮型緩衝体
11,11c…鋼板
10…平板弾性ゴム
12…貫通孔
20,21,22,23…帯状プレート
21a…薄板材貫通孔
22a…一体化凸部
23a…回転軸
211,211a…圧縮型緩衝部
D…厚み
F…圧縮力
L…長さ
W…幅
DESCRIPTION OF SYMBOLS 1, 1a, 1b, 1c ... Compression type buffer 11, 11c ... Steel plate 10 ... Flat elastic rubber 12 ... Through-hole 20, 21, 22, 23 ... Band-shaped plate 21a ... Thin plate material through-hole 22a ... Integrated convex part 23a ... Rotating shaft 211, 211a ... Compression type buffer D ... Thickness F ... Compression force L ... Length W ... Width

Claims (6)

所望の弾性を有し、圧縮力の入力を許容する弾性体と、
該弾性体の内部に形成した空洞と、
該弾性体の内部に配置した薄板材と、
該薄板材を前記弾性体に一体化する一体化手段とで構成し、
該薄板材を、前記圧縮力の圧縮方向に対して交差する方向に配設した
圧縮型緩衝体。
An elastic body having a desired elasticity and allowing an input of a compressive force;
A cavity formed inside the elastic body;
A thin plate disposed inside the elastic body;
The thin plate material is constituted by an integration means for integrating the elastic body with the elastic body,
A compression-type shock absorber in which the thin plate material is disposed in a direction crossing the compression direction of the compression force.
前記弾性体を、厚み方向の前記圧縮力の入力を許容する平板形状の平板弾性体で構成し、
入力される前記圧縮力を前記平板弾性体に伝達する圧縮力伝達薄板材を、前記平板弾性体の前記厚み方向の両端面に備えた
請求項1に記載の圧縮型緩衝体。
The elastic body is composed of a flat plate-shaped elastic body that allows the input of the compressive force in the thickness direction,
The compression type shock absorber according to claim 1, wherein a compression force transmitting thin plate material for transmitting the input compression force to the flat plate elastic body is provided on both end surfaces of the flat plate elastic body in the thickness direction.
前記空洞を、前記平板弾性体の長さ方向に貫通する貫通孔で構成し、
前記薄板材を、前記平板弾性体の長さ方向に沿って配設するとともに、
前記平板弾性体の厚み方向且つ幅方向に対して交差する方向に配設した
請求項2に記載の圧縮型緩衝体。
The cavity is constituted by a through-hole penetrating in the length direction of the flat plate elastic body,
While arranging the thin plate material along the length direction of the flat plate elastic body,
The compression type shock absorber according to claim 2, which is disposed in a direction intersecting with a thickness direction and a width direction of the flat plate elastic body.
前記薄板材に、
厚み方向且つ幅方向で構成された幅方向断面における回転の回転中心となる長さ方向の回転中心軸を備えた
請求項1、2或いは3に記載の圧縮型緩衝体。
In the thin plate material,
The compression type shock absorber according to claim 1, 2 or 3, further comprising a longitudinal rotation center axis serving as a rotation center of rotation in a width direction cross section configured in a thickness direction and a width direction.
前記薄板材に、
前記一体化手段による前記薄板材と前記弾性体との一体化を補強する一体化補強手段を備えた
請求項1から4のうちいずれかに記載の圧縮型緩衝体。
In the thin plate material,
The compression-type shock absorber according to any one of claims 1 to 4, further comprising integrated reinforcing means for reinforcing integration of the thin plate material and the elastic body by the integrating means.
前記弾性体を、ゴム材で構成するとともに、
前記一体化手段を、
前記ゴム材の加硫時に、前記ゴム材と前記薄板材とを接着する加硫接着で構成した
請求項1から5のうちいずれかに記載の圧縮型緩衝体。

The elastic body is made of a rubber material,
The integration means;
The compression-type shock absorber according to any one of claims 1 to 5, which is configured by vulcanization adhesion for adhering the rubber material and the thin plate material at the time of vulcanization of the rubber material.

JP2008002979A 2008-01-10 2008-01-10 Compression-type shock absorber Pending JP2009162365A (en)

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Country Link
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55100439A (en) * 1979-01-22 1980-07-31 Tokio Kondo Rubber cushion with pipe arranged inside
JPS56113247U (en) * 1980-01-31 1981-09-01
JPS58206447A (en) * 1982-05-25 1983-12-01 Nissan Motor Co Ltd Shock absorbing bumper structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55100439A (en) * 1979-01-22 1980-07-31 Tokio Kondo Rubber cushion with pipe arranged inside
JPS56113247U (en) * 1980-01-31 1981-09-01
JPS58206447A (en) * 1982-05-25 1983-12-01 Nissan Motor Co Ltd Shock absorbing bumper structure

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