JP5727852B2 - Buffer body and bridge buffer structure using the same - Google Patents

Buffer body and bridge buffer structure using the same Download PDF

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JP5727852B2
JP5727852B2 JP2011100582A JP2011100582A JP5727852B2 JP 5727852 B2 JP5727852 B2 JP 5727852B2 JP 2011100582 A JP2011100582 A JP 2011100582A JP 2011100582 A JP2011100582 A JP 2011100582A JP 5727852 B2 JP5727852 B2 JP 5727852B2
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buffer
bridge
abutment
shock absorber
hole
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JP2012233303A (en
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高田 和彦
和彦 高田
考 永田
考 永田
洋平 小池
洋平 小池
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株式会社横河ブリッジ
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Description

本願発明は橋梁や構造物等の部材に、例えば水平方向の荷重が作用することにより発する衝撃を緩衝することのできる緩衝体と、それを用いた橋梁の緩衝構造に関する。   The present invention relates to a shock absorber capable of buffering an impact caused by, for example, a horizontal load acting on a member such as a bridge or a structure, and a shock absorbing structure for a bridge using the shock absorber.

橋梁は支承体、アンカーボルト、セットボルト等による支承部と、ストッパ、連結ブラケット等の連結部材で橋台に連結固定されているが、地震発生等により橋台や橋梁に水平荷重が作用すると、橋台も橋梁も水平方向に振動する。通常、橋台と橋梁は固有振動数が異なるので両者の間には相対的水平変位が生じる。このとき橋台と橋梁を固定する支承部、ストッパ、連結部材等の固定具、他の連結具(これらを「橋梁関連部材」という。)に衝撃が発生する。場合によっては、橋梁が横滑り(横移動)して支持体(支承体)の上から滑落して衝撃が生ずることもある。   The bridge is connected and fixed to the abutment with a support part such as a support body, anchor bolt, set bolt, etc., and connecting members such as stoppers and connecting brackets, but if the horizontal load acts on the abutment or the bridge due to an earthquake etc., the abutment also The bridge also vibrates in the horizontal direction. Usually, since the abutment and the bridge have different natural frequencies, a relative horizontal displacement occurs between them. At this time, an impact is generated in a support for fixing the abutment and the bridge, a stopper, a fixture such as a coupling member, and other coupling tools (these are called “bridge-related members”). In some cases, the bridge slides sideways (moves sideways) and slides down from above the support (support) to cause an impact.

前記衝撃が生ずると橋梁や連結部材が損壊することがある。損壊を防止するためには前記衝撃を緩衝する必要がある。緩衝技術として、従来は特許文献1〜3のような緩衝体がある。特許文献1の緩衝体は繊維入りのゴム弾性体である。特許文献2の緩衝体は、天然、合成もしくは金属などの繊維による布の両面にゴムを圧延接着した帯体を、ボルト本体の軸部に必要回数巻き付けて積層したものである。特許文献3の衝撃吸収体は、天然、合成、もしくは金属などの繊維による布状体の片面もしくは両面にゴムを圧延接着した積層体をボルトの軸部に所定回数巻いたものである。   When the impact occurs, the bridge and the connecting member may be damaged. In order to prevent damage, it is necessary to buffer the impact. Conventionally, there are buffer bodies as disclosed in Patent Documents 1 to 3 as a buffer technique. The buffer body of patent document 1 is a rubber elastic body containing fibers. The buffer body of Patent Document 2 is obtained by laminating a belt body obtained by rolling and adhering rubber on both surfaces of a cloth made of natural, synthetic, or metal fibers around a shaft portion of a bolt body as many times as necessary. The shock absorber disclosed in Patent Document 3 is obtained by winding a laminated body obtained by rolling and bonding rubber on one side or both sides of a cloth-like body made of natural, synthetic, or metal fibers around a bolt shaft a predetermined number of times.

実用新案登録第3163925号公報Utility Model Registration No. 3163925 特開平09−177746号公報JP 09-177746 A 特開平10−196626号公報Japanese Patent Laid-Open No. 10-196626

特許文献1のゴム弾性体、特許文献2の緩衝体、特許文献3の衝撃吸収体はいずれも、緩衝効果は期待できるが、ゴム内に内蔵されているのが繊維であるため衝撃力の分散が必ずしも十分とはいえない。   The rubber elastic body of Patent Document 1, the buffer body of Patent Document 2, and the shock absorber body of Patent Document 3 can all be expected to have a buffering effect, but since the fibers are incorporated in the rubber, the impact force is dispersed. Is not necessarily sufficient.

本願発明の課題は、衝撃力が分散し易く、衝撃時の応力集中によって損壊しにくい緩衝体と、その緩衝体を橋梁の緩衝板、変位防止具、支承体等として使用した橋梁緩衝構造を提供することにある。   An object of the present invention is to provide a shock absorber that easily disperses impact force and is not easily damaged by stress concentration at the time of shock, and a bridge shock absorbing structure using the shock absorber as a shock absorber plate, a displacement prevention device, a support body, etc. There is to do.

本願発明の緩衝体は、橋台と橋桁の間に配置して、橋台と橋桁の衝突による衝撃を緩衝することができる緩衝体であり、ブロック状の弾性材の中心部に貫通孔を備え、弾性材の外周が板状の外枠で囲われ、当該弾性材内にリング状又は渦巻き状の緩衝板が一層又は二層以上配置され、緩衝板は貫通孔の貫通方向に沿って配置され、各層の緩衝板は周方向又は渦巻き方向に一連であるか又は二以上に分割されており、前記貫通孔は橋台又は橋桁から突出するアンカーボルト又は支柱又はストッパの外周に嵌合することのできる大きさであり、前記貫通孔の軸線水平又は鉛直にして橋台と橋桁の間に配置し、前記貫通孔を前記アンカーボルト又は支柱又はストッパの外周に嵌合することにより橋台又は橋桁に取り付けることができ、橋台と橋桁の間に前記鉛直に配置すると、前記外枠が橋台と橋桁の水平方向の振動を受けて弾性材を介して緩衝することができ、橋台と橋桁の間に前記水平に配置すると、前記外枠が橋台と橋桁の鉛直方向の振動を受けて弾性材を介して緩衝することができるものである。この緩衝体は、外枠が緩衝体と別体であるか又は渦巻状の緩衝体の最外層とすることもできる。 The shock absorber of the present invention is a shock absorber that is disposed between the abutment and the bridge girder and can cushion the impact caused by the collision between the abutment and the bridge girder. The outer periphery of the material is surrounded by a plate-shaped outer frame, and one or more ring-shaped or spiral buffer plates are arranged in the elastic material, and the buffer plates are arranged along the penetration direction of the through holes, and each layer The shock-absorbing plate is a series in the circumferential direction or the spiral direction, or is divided into two or more, and the through hole has a size that can be fitted to the outer periphery of an anchor bolt, a column, or a stopper protruding from an abutment or a bridge girder. , and the said axis of the through-hole horizontal or in the vertical is arranged between the abutment and the bridge girder, it is attached to the abutment or bridge girder by fitting the through hole on the outer circumference of the anchor bolt or posts or stopper Abutment and bridge Wherein the vertically disposed between the outer frame can be buffered via the elastic material accept the horizontal vibration of the abutment and the bridge girder, when the horizontally disposed between the abutment and the bridge girder, the outer frame is one that may be buffered through the elastic material accepted vibration in the vertical direction of the abutment and the bridge girder. The shock absorber may have an outer frame that is separate from the shock absorber or may be the outermost layer of a spiral shock absorber.

本願発明の緩衝体は、前記緩衝体において、緩衝体の軸方向上方に、緩衝体よりも外形の大きい頭部を備え、頭部は弾性材製であって緩衝体の弾性材と一体成型され、外周部が緩衝体の外周面の外まで突出し、貫通孔が緩衝体から前記頭部まで貫通しているものとすることもできる。この緩衝体は、頭部の底面に板状の受縁を備えたものとすることもできる。   The shock absorber according to the present invention includes a head having an outer shape larger than that of the shock absorber in an axial direction above the shock absorber, and the head is made of an elastic material and is integrally formed with the elastic material of the shock absorber. The outer peripheral portion may protrude beyond the outer peripheral surface of the buffer body, and the through hole may penetrate from the buffer body to the head. This buffer body can also be provided with a plate-shaped receiving edge on the bottom surface of the head.

本願発明の橋梁緩衝構造は、橋台と橋梁の衝突により生ずる衝撃を緩衝体で緩衝する橋梁構造において、緩衝体が請求項1から請求項4のいずれか1項に記載の緩衝体であり、橋台と橋梁の一方にストッパが、他方にブラケットが設置され、ストッパは橋台に取り付ける台座部と、その上に突出する胴部を備え、前記胴部を緩衝体の貫通孔が前記緩衝体の胴部の外周に嵌合され、前記ブラケットは前記緩衝体から離してのその緩衝体の外側に配置され、前記橋梁と橋台の振動によりブラケットが緩衝体に接触して、接触時の衝撃が緩衝されるようにしたものである。   The bridge buffer structure of the present invention is a bridge structure in which an impact caused by a collision between an abutment and a bridge is buffered by the buffer, and the buffer is the buffer according to any one of claims 1 to 4, A stopper is installed on one side of the bridge and a bracket is installed on the other side. The stopper includes a pedestal portion to be attached to the abutment and a trunk portion protruding thereon, and the through-hole of the buffer body is a trunk portion of the buffer body. The bracket is disposed outside the buffer body away from the buffer body, and the bracket comes into contact with the buffer body due to the vibration of the bridge and the abutment, so that the shock at the time of contact is buffered. It is what I did.

本願発明の橋梁緩衝構造は、橋台と橋梁の衝突により生ずる衝撃を緩衝体で緩衝する橋梁構造において、緩衝体が請求項1又は請求項2記載の緩衝体であり、梁の橋桁に枠状の連結具が取り付けられ、連結具に嵌合口が開口されており、前記嵌合口の内側に前記緩衝体が配置され、その緩衝体の貫通孔が橋台から突出している支柱に嵌合され、前記橋梁と橋台の振動時に前記緩衝体と支柱が接触して、接触時の衝撃が緩衝されるようにすることもできる。   The bridge buffer structure according to the present invention is a bridge structure in which an impact caused by a collision between an abutment and a bridge is buffered by the buffer body. The buffer body is the buffer body according to claim 1 or 2, wherein the buffer bridge girder has a frame shape. A coupling tool is attached, a fitting port is opened in the coupling tool, the buffer body is disposed inside the fitting port, and a through hole of the buffer body is fitted to a post projecting from an abutment, and the bridge When the abutment vibrates, the shock absorber and the support come into contact with each other, so that the shock at the time of contact can be buffered.

本願発明の橋梁緩衝構造は、橋台と橋梁の衝突により生ずる衝撃を緩衝体で緩衝する橋梁構造において、緩衝体が請求項3又は請求項4記載の緩衝体であり、橋台からアンカーボルトが突設され、橋梁の橋桁から連結板が突設され、連結板は長孔が開口されており、前記アンカーボルトを前記長孔に差し込んでボルト先端部を長穴から突出させ、長穴から突出したボルト先端部に前記緩衝体の貫通孔を嵌合し、緩衝体の頭部よりも下部を前記長孔内に配置して頭部を前記連結板の上に設置し、頭部から突出する前記ボルトにナットを螺合して締め付けることにより橋桁と橋台が連結され、前記橋梁と橋台の振動時に連結板と緩衝体が接触して、接触時の衝撃が緩衝されるようにすることができる。   The bridge buffer structure of the present invention is a bridge structure in which an impact caused by a collision between an abutment and a bridge is buffered by the buffer body. The buffer body is the buffer body according to claim 3 or 4, and the anchor bolt protrudes from the abutment. The connecting plate protrudes from the bridge girder of the bridge, the connecting plate has a long hole, the bolt that protrudes from the long hole by inserting the anchor bolt into the long hole and projecting the bolt tip from the long hole The bolt protruding from the head is fitted with a through hole of the buffer at the tip, the lower part of the buffer is placed in the elongated hole, the head is placed on the connecting plate The bridge girder and the abutment are connected by screwing and tightening the nut, and the connecting plate and the buffer come into contact with each other when the bridge and the abutment vibrate so that the shock at the time of contact can be buffered.

本願発明の緩衝体は次のような効果がある。
1.緩衝板が金属板であるため衝撃力が分散され易く、衝撃が緩和される。また、外枠の内側のセット空間内の弾性材が応力集中により破損されにくい。
2.各層の緩衝板が筒状の金属板、又は周方向に二以上に分離された筒状の金属板、又は渦巻き状の金属板であるため、衝撃力が特に分散し易く、弾性材が応力集中によって破損し難くなる。
3.外枠と渦巻き状の緩衝板を一枚の金属板で連続成形した場合は、構造が簡潔であるため工場生産も現場施工も容易である。
4.弾性材の中心部に貫通孔を開口すれば、アンカーボルトやストッパ等の外周へのセットが容易にできる。
The buffer of the present invention has the following effects.
1. Since the buffer plate is a metal plate, the impact force is easily dispersed and the impact is alleviated. Further, the elastic material in the set space inside the outer frame is not easily damaged by stress concentration.
2. The shock absorbers of each layer are cylindrical metal plates, cylindrical metal plates separated into two or more in the circumferential direction, or spiral metal plates, so that the impact force is particularly easy to disperse, and the elastic material is stress concentrated. It becomes hard to break by.
3. When the outer frame and the spiral buffer plate are continuously formed with a single metal plate, the structure is simple and factory production and on-site construction are easy.
4). If a through-hole is opened at the center of the elastic material, it is possible to easily set an anchor bolt, a stopper or the like on the outer periphery.

本願発明の橋梁緩衝構造は次のような効果がある。
1.橋梁又は橋台と橋梁関連部材のいずれか一方又は双方に緩衝体を設けたので、橋梁の落橋防止装置や変位制限装置、段差防止装置とすることができる。
2.緩衝体を現場施工して設ける場合は、現場の橋台や橋梁等の構造、形状、サイズ、配置等に対応して施工することができるので現場適応性がよい。
The bridge buffer structure of the present invention has the following effects.
1. Since the shock absorber is provided on one or both of the bridge or the abutment and the bridge-related member, a bridge drop prevention device, a displacement limiting device, and a step prevention device can be provided.
2. When the shock absorber is installed on site, it can be constructed according to the structure, shape, size, arrangement, etc. of the abutment and bridge on the site, so the site adaptability is good.

(a)〜(c)は本願発明の緩衝体の一例であって、一層の金属板が四枚に分離された枠状の場合であり、(a)は斜視図、(b)は縦断面図、(c)は平面図。(A)-(c) is an example of the buffer body of this invention, Comprising: It is a frame-shaped case where the metal plate of 1 layer was isolate | separated into four sheets, (a) is a perspective view, (b) is a longitudinal cross-section. FIG. 2C is a plan view. 本願発明の緩衝体の他例であって、(a)は緩衝板が円筒状渦巻きの場合の斜視図、(b)は緩衝板が角筒状渦巻きの場合の斜視図。It is another example of the buffer body of this invention, Comprising: (a) is a perspective view in case a buffer plate is a cylindrical spiral, (b) is a perspective view in the case where a buffer plate is a rectangular tube spiral. 本願発明の緩衝体の他例であって、(a)は緩衝板が半円筒状の場合の斜視図、(b)は緩衝板がL字状の場合の斜視図。It is another example of the buffer body of this invention, Comprising: (a) is a perspective view in case a buffer plate is a semicylindrical shape, (b) is a perspective view in case a buffer plate is L-shaped. 本願発明の緩衝体が円筒状の軸部と円盤状の頭部を備えた場合の例であって、(a)は斜視図、(b)は縦断面図、(c)は平面図。It is an example in case the buffer body of this invention is provided with the cylindrical axial part and the disk shaped head, (a) is a perspective view, (b) is a longitudinal cross-sectional view, (c) is a top view. 本願発明の緩衝体が角筒状の軸部と方形状の頭部を備えた場合の例であって、(a)は斜視図、(b)は平面図。It is an example in case the buffer body of this invention is provided with the square-tube-shaped axial part and the square-shaped head, Comprising: (a) is a perspective view, (b) is a top view. 本願発明の緩衝体をストッパの外周にセットした橋梁緩衝構造の縦断面図。The longitudinal cross-sectional view of the bridge buffer structure which set the buffer body of this invention to the outer periphery of the stopper. 本願発明の緩衝体を角柱の外周にセットした例であり、(a)は組み立て前の説明図、(b)は組み立て後の縦断面図。It is the example which set the buffer body of this invention to the outer periphery of a prism, (a) is explanatory drawing before an assembly, (b) is a longitudinal cross-sectional view after an assembly. 本願発明の緩衝体をアンカーボルトの外周にセットした橋梁緩衝構造の例であり、(a)は斜視図、(b)は縦断面図。It is an example of the bridge buffer structure which set the buffer body of this invention to the outer periphery of an anchor bolt, (a) is a perspective view, (b) is a longitudinal cross-sectional view. 本願発明の緩衝体を橋台に設けた橋梁緩衝構造の例であり、(a)は一部断面正面図、(b)は他の形態の一部断面正面図。It is an example of the bridge cushion structure which provided the buffer body of this invention in the abutment, (a) is a partial cross section front view, (b) is a partial cross section front view of another form. 本願発明の緩衝体を橋台に設けて段差防止装置とした橋梁緩衝構造の例であり、(a)は正常時の一部断面正面図、(b)は橋梁が滑落して緩衝体を含む支持材で支承された場合の一部断面正面図。It is an example of the bridge cushion structure which provided the buffer body of this invention in the abutment, and was used as the level | step difference prevention apparatus, (a) is a partial cross-section front view at the time of normal, (b) is a support including a buffer body as a bridge slips The partial cross section front view at the time of being supported with material.

(緩衝体の実施形態1:枠形)
本願発明の緩衝体1の一例として図1(a)〜(c)に示すものは枠形のものであり、角筒状の外枠2と、外枠2の中心部に縦向きに開口された貫通孔3と、緩衝板4を備えている。緩衝板4は外枠2と貫通孔3の間に配置され、外枠2とその内側の緩衝板4との間、隣接する緩衝板4の間、最も内側の緩衝板4と貫通孔3の間の夫々の空間(充填空間)に弾性材5が充填されている。
(Embodiment 1 of buffer body: frame shape)
As an example of the buffer body 1 of the present invention, what is shown in FIGS. 1 (a) to 1 (c) is a frame shape, and is opened vertically in the rectangular outer frame 2 and the center of the outer frame 2. The through-hole 3 and the buffer plate 4 are provided. The buffer plate 4 is disposed between the outer frame 2 and the through hole 3, between the outer frame 2 and the inner buffer plate 4, between the adjacent buffer plates 4, and between the innermost buffer plate 4 and the through hole 3. The space 5 (filling space) is filled with the elastic material 5.

外枠2には鋼材やステンレス材等の金属板が適する。図1(a)〜(c)の外枠2は方形筒形であるが、その形状は三角形、円筒形、楕円形等の筒形でも、他の形状でもよい。   A metal plate such as steel or stainless steel is suitable for the outer frame 2. Although the outer frame 2 in FIGS. 1A to 1C is a rectangular cylinder, the shape may be a cylinder such as a triangle, a cylinder, or an ellipse, or another shape.

緩衝板4は図1(b)、(c)のように外枠2と貫通孔3の間に二層に配置され、夫々の層の緩衝板4は四枚の金属板が方形の外枠2の四辺の内側に離れて配置されている。緩衝板4の層数は一層以上の所望数とすることができる。緩衝板4にも鋼材やステンレス材等の金属板が適するが、板状であれば硬質の樹脂板やFRP板等であってもよい。外枠2と緩衝板4の間の間隔、隣接する緩衝板4の間の間隔、最も内側の緩衝板4と貫通孔3の間の間隔は適宜選定することができる。   The buffer plate 4 is arranged in two layers between the outer frame 2 and the through-hole 3 as shown in FIGS. 1B and 1C, and the buffer plate 4 of each layer is an outer frame in which four metal plates are rectangular. 2 are arranged apart from the inside of the four sides. The number of layers of the buffer plate 4 can be a desired number greater than one. A metal plate such as steel or stainless steel is suitable for the buffer plate 4, but a hard resin plate or FRP plate may be used as long as it is plate-shaped. The interval between the outer frame 2 and the buffer plate 4, the interval between the adjacent buffer plates 4, and the interval between the innermost buffer plate 4 and the through hole 3 can be appropriately selected.

弾性材5にはブチルゴム系、ウレタン樹脂系といった弾性に富み且つ圧縮強度に優れたものが適するが、必要な弾性と圧縮強度があれば他の材質のものを使用することができる。弾性材5は一液性のものでも二液性のものでも、その他のものでもよい。   As the elastic material 5, a material having excellent elasticity and excellent compressive strength such as butyl rubber and urethane resin is suitable, but other materials can be used as long as they have necessary elasticity and compressive strength. The elastic material 5 may be a one-component type, a two-component type, or any other type.

(緩衝体の実施形態2:渦巻き形)
本願発明の緩衝体1の他例として図2(a)、(b)に示すものは渦巻き形であり、図2(a)に示すものは一枚の金属板を円筒形の渦巻き状にし、最外層を外枠2、その内側層を緩衝板4とし、中心部に貫通孔3を設け、外枠2の内側の充填空間内に弾性材5を充填してある。
(Embodiment 2 of buffer body: spiral shape)
As another example of the buffer body 1 of the present invention, the one shown in FIGS. 2 (a) and 2 (b) has a spiral shape, the one shown in FIG. 2 (a) has a single metal plate in a cylindrical spiral shape, The outermost layer is the outer frame 2, the inner layer is the buffer plate 4, the through hole 3 is provided at the center, and the filling material inside the outer frame 2 is filled with the elastic material 5.

図2(b)に示すものは一枚の金属板を角筒形の渦巻き状にして最外層を外枠2、その内側層を緩衝板4とし、中心部に貫通孔3を設け、外枠2の内側の充填空間内に弾性材5を充填してある。   In FIG. 2B, a single metal plate is formed in a rectangular cylindrical spiral, the outermost layer is the outer frame 2, the inner layer is the buffer plate 4, the through hole 3 is provided at the center, and the outer frame 2 is filled with an elastic material 5.

(緩衝体の実施形態3:枠形)
本願発明の緩衝体1の他例として図3(a)、(b)に示すものは枠形であり、図3(a)に示す緩衝体1は、円筒形の外枠2の内側に緩衝板4が二層に配置されている。各層の緩衝板4は2枚の半円筒形の金属板を周方向に離してリング状に配置し、外枠2の内側の充填空間内に弾性材5が充填されて固化されている。図3(b)に示す緩衝体1は、方形の外枠2の内側に各層の緩衝板4が平面視L字状である2枚の金属板をそのコーナー部分を離して方形に配置し、外枠2の内側の充填空間内に弾性材5が充填されて固化されている。図3(a)、(b)のいずれの弾性材5も図1の弾性材5と同じ材質であり、その他の構成も図1(a)〜(c)の緩衝体1と同じである。
(Embodiment 3 of buffer body: frame shape)
As another example of the buffer body 1 of the present invention, those shown in FIGS. 3A and 3B are frame-shaped, and the buffer body 1 shown in FIG. 3A is buffered inside a cylindrical outer frame 2. Plates 4 are arranged in two layers. The buffer plates 4 of each layer are arranged in a ring shape by separating two semi-cylindrical metal plates in the circumferential direction, and the elastic material 5 is filled in the filling space inside the outer frame 2 and solidified. The buffer body 1 shown in FIG. 3 (b) has two metal plates, each of which has a L-shaped buffer plate 4 on the inner side of a rectangular outer frame 2, arranged in a square shape with the corner portions thereof separated. The elastic material 5 is filled in the filling space inside the outer frame 2 and solidified. 3 (a) and 3 (b) is the same material as the elastic material 5 in FIG. 1, and other configurations are the same as those of the shock absorber 1 in FIGS. 1 (a) to 1 (c).

(緩衝体の実施形態4:円筒形)
本願発明の緩衝体1の他例として図4(a)〜(c)に示すものは、円筒状の軸部6の上に軸部6よりも外形の大きな円盤状の頭部7を備え、軸部6は円筒状の外枠2の内側にリング状の緩衝板4が二層に設けられ、外枠2の内側の充填空間内に弾性材5が充填され、頭部7は内部に緩衝板が配置されず弾性材5のみで形成されている。外枠2はその上部に板状の受縁8があり、その受縁8で頭部7が支持されている。
(Embodiment 4 of buffer body: cylindrical)
4 (a) to 4 (c) as other examples of the buffer body 1 of the present invention include a disk-shaped head portion 7 having a larger outer shape than the shaft portion 6 on the cylindrical shaft portion 6, The shaft portion 6 is provided with two layers of ring-shaped buffer plates 4 on the inner side of the cylindrical outer frame 2, an elastic material 5 is filled in the inner filling space of the outer frame 2, and the head portion 7 is buffered inside. The plate is not disposed and is formed only of the elastic material 5. The outer frame 2 has a plate-shaped receiving edge 8 at the upper part, and the head 7 is supported by the receiving edge 8.

(緩衝体の実施形態5:角筒形)
本願発明の緩衝体1の他例として図5(a)、(b)に示すものは、角筒状の軸部6の上に軸部6よりも外形の大きな方形状の頭部7を備え、軸部6は角筒状の外枠2の内側に方形枠状の緩衝板4が二層に設けられ、外枠2の内側の充填空間内に弾性材5が充填されている。頭部7は内部に緩衝板が配置されず弾性材5のみで形成されている。外枠2はその上部に角板状の受縁8があり、その受縁8で頭部7が支持されている。
(Embodiment 5 of buffer body: rectangular tube shape)
As another example of the buffer body 1 of the present invention, the one shown in FIGS. 5A and 5B includes a rectangular head portion 7 having a larger outer shape than the shaft portion 6 on the rectangular tube-shaped shaft portion 6. The shaft portion 6 has a rectangular frame-shaped buffer plate 4 provided in two layers inside a rectangular tube-shaped outer frame 2, and an elastic material 5 is filled in a filling space inside the outer frame 2. The head 7 is formed of only the elastic material 5 without a buffer plate disposed therein. The outer frame 2 has a square plate-shaped receiving edge 8 at the upper portion thereof, and the head 7 is supported by the receiving edge 8.

(緩衝体の他の実施形態)
図1(a)〜図5(a)に示した緩衝体1は、必要であれば、貫通孔3の外周面に内枠を設けることもできる。内枠は金属板とすることができるが他の材質製の板とか、網材のような他の構造のものとすることもできる。図1(a)〜図5(a)に示した緩衝板4はその背丈を外枠2の背丈よりも短くして緩衝板4全体が弾性材5で被覆されるようにしてあるが、背丈を外枠2の背丈と同じにして緩衝板4の上端と下端が弾性材5で被覆されないようにすることもできる。図4(a)、図5(a)の緩衝板4は必要であれば頭部7内まで伸ばすこともできる。
(Other embodiment of buffer body)
The buffer body 1 shown in FIG. 1A to FIG. 5A can be provided with an inner frame on the outer peripheral surface of the through hole 3 if necessary. The inner frame can be a metal plate, but it can also be a plate made of another material or another structure such as a net. The buffer plate 4 shown in FIGS. 1 (a) to 5 (a) is made shorter than the height of the outer frame 2 so that the entire buffer plate 4 is covered with the elastic material 5. Can be made the same as the height of the outer frame 2 so that the upper and lower ends of the buffer plate 4 are not covered with the elastic material 5. 4 (a) and 5 (a) can be extended into the head 7 if necessary.

(橋梁緩衝構造の実施形態1)
本願発明の緩衝体1は各種分野で使用できるが、使用の一例として図6に示すものは、図1に示す緩衝体1を橋梁の変位制限装置として使用した例である。図6において10は河川の左岸、右岸の夫々に構築された橋台、11は橋台10の上に設置された固定プレート、12は固定プレート11の上に設置固定された断面形状エの字形のストッパ、13は橋梁の橋桁(例えばH形鋼)、14は橋桁13の下方に突設されたブラケット、1が本願発明の緩衝体である。この緩衝体1はストッパ12の胴部12aの外周に嵌合してある。ブラケット14は平面視コの字形であり、緩衝体1を左右から挟むように橋桁13に固定されている。ブラケット14と緩衝体1は固定しておくことも離しておくこともできる。
(Embodiment 1 of the bridge buffer structure)
Although the shock absorber 1 of the present invention can be used in various fields, the example shown in FIG. 6 is an example in which the shock absorber 1 shown in FIG. 1 is used as a bridge displacement limiting device. In FIG. 6, 10 is an abutment constructed on each of the left bank and the right bank of the river, 11 is a fixed plate installed on the abutment 10, and 12 is an E-shaped stopper that is installed and fixed on the fixed plate 11. , 13 is a bridge girder (for example, H-shaped steel), 14 is a bracket protruding below the bridge girder 13, and 1 is a shock absorber of the present invention. The buffer body 1 is fitted on the outer periphery of the body 12 a of the stopper 12. The bracket 14 has a U-shape in plan view, and is fixed to the bridge girder 13 so as to sandwich the shock absorber 1 from the left and right. The bracket 14 and the shock absorber 1 can be fixed or separated.

図6の橋梁緩衝構造では、地震等により橋梁に水平荷重が作用すると、橋台10は水平方向(図6の橋軸方向)に振動し、橋桁13も同じく水平方向に振動する。通常、橋台10と橋桁13の固有振動数は異なるので橋台10と橋桁13との間には相対的水平変位が生じる。この変位により緩衝体1に衝撃が生ずると、その衝撃は緩衝体1の緩衝板4により分散されて緩衝され、応力集中による弾性材5の破損が防止され、ストッパ(橋梁関連部材)12に加わる衝撃が緩衝されると共に橋桁13の変位が制限される。   In the bridge buffer structure of FIG. 6, when a horizontal load is applied to the bridge due to an earthquake or the like, the abutment 10 vibrates in the horizontal direction (the bridge axis direction in FIG. 6), and the bridge girder 13 also vibrates in the horizontal direction. Usually, since the natural frequencies of the abutment 10 and the bridge girder 13 are different, a relative horizontal displacement occurs between the abutment 10 and the bridge girder 13. When an impact occurs in the buffer body 1 due to this displacement, the impact is dispersed and buffered by the buffer plate 4 of the buffer body 1 to prevent the elastic member 5 from being damaged due to stress concentration, and applied to the stopper (bridge-related member) 12. The shock is buffered and the displacement of the bridge girder 13 is limited.

(橋梁緩衝構造の実施形態2)
図7(a)、(b)は図1に示す緩衝体1を角柱形式の変位制限装置に使用した例である。図7(a)、(b)では緩衝体1を支柱15の外周に被せて固定し、その緩衝体1を支柱15と共に金属製の方形枠状の連結具(橋梁関連部材)16の貫通孔17内に嵌入固定してある。連結具16は橋桁13に固定されている2枚の金属板18の間に挟んで固定してある。連結具16と緩衝体1は離しておくこともできる。
(Embodiment 2 of bridge buffer structure)
FIGS. 7A and 7B show an example in which the shock absorber 1 shown in FIG. 1 is used in a prismatic displacement limiting device. 7A and 7B, the shock absorber 1 is fixed on the outer periphery of the support 15, and the shock absorber 1 together with the support 15 is a through-hole of a metal rectangular frame-shaped connector (bridge-related member) 16. 17 is fitted and fixed. The connector 16 is fixed by being sandwiched between two metal plates 18 fixed to the bridge girder 13. The connector 16 and the buffer body 1 can also be kept apart.

図7(a)、(b)の変位制限装置でも、地震等により橋桁13が図7(b)の矢印方向(水平方向)に振動すると、連結具16内の緩衝体1に衝撃が生ずるが、その衝撃は緩衝体1の緩衝板4により分散されて緩衝され、応力集中による弾性材5の破損が防止され、連結具(橋梁関連部材)16に加わる衝撃が緩衝されると共に橋桁13の変位が制限される。   7 (a) and 7 (b), if the bridge girder 13 vibrates in the arrow direction (horizontal direction) in FIG. 7 (b) due to an earthquake or the like, an impact is generated on the shock absorber 1 in the connector 16. The shock is distributed and buffered by the buffer plate 4 of the buffer body 1 to prevent the elastic member 5 from being damaged due to the stress concentration, and the shock applied to the connector (bridge-related member) 16 is buffered and the bridge girder 13 is displaced. Is limited.

(橋梁緩衝構造の実施形態3)
図8(a)、(b)は図4(a)〜(c)に示す緩衝体1をアンカーボルト形式の変位制限装置に使用した例である。図8(a)、(b)では橋台10の台座19の上に立設されたアンカーボルト(橋梁関連部材)20の外周に図4(a)〜(c)に示す緩衝体1を被せ、緩衝体1の軸部6を連結板21に開口されている長孔22内に差し込んで、図8(b)のように緩衝体1の頭部7を連結板(橋梁関連部材)21の上に載せ、軸部6の底面を台座19の上に浮かせ、その状態でアンカーボルト20に螺合したナット23を締め付けて、緩衝体1をアンカーボルト20の外周に固定してある。長孔22は橋桁13の軸方向に長い。図8(a)、(b)では緩衝体1に図5(a)、(b)に示す緩衝体1を使用することもできる。
(Embodiment 3 of bridge buffer structure)
FIGS. 8A and 8B are examples in which the shock absorber 1 shown in FIGS. 4A to 4C is used in an anchor bolt type displacement limiting device. 8 (a) and 8 (b), the shock absorber 1 shown in FIGS. 4 (a) to 4 (c) is placed on the outer periphery of an anchor bolt (bridge-related member) 20 erected on the pedestal 19 of the abutment 10. The shaft portion 6 of the shock absorber 1 is inserted into the long hole 22 opened in the connecting plate 21, and the head 7 of the shock absorber 1 is placed on the connecting plate (bridge-related member) 21 as shown in FIG. The buffer body 1 is fixed to the outer periphery of the anchor bolt 20 by tightening the nut 23 screwed into the anchor bolt 20 in this state. The long hole 22 is long in the axial direction of the bridge girder 13. 8A and 8B, the buffer body 1 shown in FIGS. 5A and 5B can be used as the buffer body 1. FIG.

図8(a)、(b)の変位制限装置では、地震等により橋桁13が図8(a)の矢印方向(水平方向)に振動すると衝撃が生ずるが、その衝撃は緩衝体1の緩衝板4により分散されて緩衝され、応力集中による弾性材5の破損が防止され、連結板21に加わる衝撃が緩衝されると共に橋桁13の変位が制限される。また、地震等により橋桁13の位置が下がったときは、緩衝体1が橋桁13と共に下がって緩衝体1の底面が橋台10の台座19に接触して支承されるが、その際に生ずる衝撃も緩衝される。   8 (a) and 8 (b), when the bridge girder 13 vibrates in the arrow direction (horizontal direction) of FIG. 8 (a) due to an earthquake or the like, an impact is generated. 4, the elastic material 5 is prevented from being damaged by stress concentration, the impact applied to the connecting plate 21 is buffered, and the displacement of the bridge girder 13 is limited. In addition, when the position of the bridge girder 13 is lowered due to an earthquake or the like, the shock absorber 1 is lowered together with the bridge girder 13 and the bottom surface of the shock absorber 1 is contacted and supported by the pedestal 19 of the abutment 10. Buffered.

(橋梁緩衝構造の実施形態4)
図9(a)は図1(a)〜(c)に示す緩衝体1を他の変位制限装置に使用した例である。図9(a)では図1(a)〜(c)の緩衝体1の貫通孔3を弾性体で充填し、橋台10の台座19に配置固定してある。
図9(a)では地震等により橋桁13が水平方向に振動して衝撃が発生すると、その衝撃が緩衝体1の緩衝板4により分散されて緩衝され、応力集中による弾性材5の破損が防止され、台座(橋梁関連部材)19に加わる衝撃が緩和されると共に橋桁13の変位が制限される。緩衝体1は橋桁13に取付けたブラット(橋梁関連部材)24の側面に取付けることもできる。
(Embodiment 4 of bridge buffer structure)
Fig.9 (a) is the example which used the buffer 1 shown to Fig.1 (a)-(c) for another displacement limiting apparatus. In FIG. 9A, the through hole 3 of the shock absorber 1 of FIGS.
In FIG. 9A, when the bridge girder 13 is vibrated in the horizontal direction due to an earthquake or the like and an impact is generated, the impact is dispersed and buffered by the buffer plate 4 of the buffer body 1 to prevent the elastic material 5 from being damaged due to stress concentration. Thus, the impact applied to the pedestal (bridge-related member) 19 is alleviated and the displacement of the bridge girder 13 is limited. The shock absorber 1 can also be attached to the side surface of a brat (bridge-related member) 24 attached to the bridge girder 13.

(橋梁緩衝構造の実施形態5)
図9(b)は橋台10の側面と、橋桁13に取付けたブラット(橋梁関連部材)24の側面との双方に緩衝体1の貫通孔3を弾性体で充填し、取付けた変位制限装置の例である。二つの緩衝体1は離して対向させてあるが接触させておくこともできる。図9(b)では、地震等により衝撃が発生しても、その衝撃は緩衝体1の緩衝板4により分散されて緩衝され、応力集中による弾性材5の破損が防止され、台座(橋梁関連部材)19に加わる衝撃が緩和されると共に橋桁13の変位が制限される。
(Embodiment 5 of the bridge buffer structure)
FIG. 9B shows a displacement limiting device in which both the side surface of the abutment 10 and the side surface of the brat (bridge-related member) 24 attached to the bridge girder 13 are filled with the through holes 3 of the buffer body 1 with an elastic body. It is an example. The two shock absorbers 1 are opposed to each other but can be kept in contact with each other. In FIG. 9B, even if an impact occurs due to an earthquake or the like, the impact is dispersed and buffered by the buffer plate 4 of the buffer body 1 to prevent the elastic material 5 from being damaged due to stress concentration. The impact applied to the member 19 is relieved and the displacement of the bridge girder 13 is limited.

(段差防止装置への緩衝体の使用例)
図10(a)、(b)は図9(a)、(b)に示す緩衝体1を段差防止装置に使用した例である。図10(a)は橋台10の上に支承体25が配置固定され、その支承体25の上に橋桁13が配置固定されて、支承体25の内側に図9(a)、(b)の緩衝体1を横向きにして配置固定し、緩衝体1の上面と橋桁13の底面との間に空間を設けてある。
(Usage example of shock absorber for step prevention device)
FIGS. 10A and 10B are examples in which the shock absorber 1 shown in FIGS. 9A and 9B is used in the step prevention device. 10A, the support body 25 is arranged and fixed on the abutment 10, and the bridge girder 13 is arranged and fixed on the support body 25. The buffer body 1 is arranged and fixed sideways, and a space is provided between the upper surface of the buffer body 1 and the bottom surface of the bridge girder 13.

図10(a)の段差防止装置は、地震等により橋桁13が水平方向に振動して図10(b)のように支承体25が倒れると、橋桁13が支承体25から滑落して緩衝体1の上に支持(支承)されるようにしてある。この場合も、滑落時に発生する衝撃は緩衝体1の緩衝板4により分散されて緩衝され、応力集中による弾性材5の破損が防止され、橋桁13に加わる衝撃が緩衝されると共に橋桁13の橋台10までの落下が防止され、道路面の段差が縮小し、車両が通行できる状態にできる。   10A, when the bridge girder 13 vibrates in the horizontal direction due to an earthquake or the like and the support body 25 falls down as shown in FIG. 10B, the bridge girder 13 slides down from the support body 25 and the buffer body. 1 is supported (supported). Also in this case, the impact generated at the time of sliding is dispersed and buffered by the buffer plate 4 of the buffer body 1, the damage of the elastic material 5 due to stress concentration is prevented, the impact applied to the bridge girder 13 is buffered, and the abutment of the bridge girder 13 is also buffered. Falling to 10 is prevented, the road surface level is reduced, and the vehicle can pass.

(緩衝体を現場施工する場合の実施形態)
前記した橋梁緩衝構造は、いずれも工場生産された緩衝体1を現場で使用する場合であるが、本願発明では緩衝体1を現場で施工することもできる。現場施工の一例を以下に説明する。
(Embodiment when constructing shock absorber on site)
The above-described bridge buffer structure is a case where the buffer body 1 manufactured at the factory is used on site, but in the present invention, the buffer body 1 can also be constructed on site. An example of on-site construction will be described below.

例えば、図6の緩衝体5を現場施工する場合は、ストッパ12の外周に、外枠2と緩衝板4を配置し、外枠2と緩衝板4の間、隣接する緩衝板4の間、緩衝板4とストッパ12の間の各充填空間内に弾性材5を充填する。   For example, when constructing the buffer body 5 in FIG. 6 on the site, the outer frame 2 and the buffer plate 4 are arranged on the outer periphery of the stopper 12, and between the outer frame 2 and the buffer plate 4, between the adjacent buffer plates 4, The elastic material 5 is filled in each filling space between the buffer plate 4 and the stopper 12.

緩衝体1を図7(a)、(b)のように支柱15の外周に現場施工する場合は、支柱15の外周に外枠2と緩衝板4を配置し、外枠2と緩衝板4の間、隣接する緩衝板4の間、緩衝板4とストッパ12の間の各充填空間内に弾性材5を充填する。   When the buffer body 1 is constructed on the outer periphery of the support column 15 as shown in FIGS. 7A and 7B, the outer frame 2 and the buffer plate 4 are arranged on the outer periphery of the support column 15. The elastic material 5 is filled in the filling spaces between the buffer plates 4 and the stoppers 12 between the adjacent buffer plates 4.

緩衝体1を図8(a)、(b)のようにアンカーボルト20の外周に現場施工する場合は、アンカーボルト20の外周に外枠2と緩衝板4を配置し、外枠2と緩衝板4の間、隣接する緩衝板4の間、緩衝板4とアンカーボルト20の間の各充填空間内に弾性材5を充填する。   When the buffer body 1 is constructed on the outer periphery of the anchor bolt 20 as shown in FIGS. 8A and 8B, the outer frame 2 and the buffer plate 4 are arranged on the outer periphery of the anchor bolt 20, and the outer frame 2 and the buffer are placed. The elastic material 5 is filled in the filling spaces between the plates 4, between the adjacent buffer plates 4, and between the buffer plates 4 and the anchor bolts 20.

前記いずれの現場施工の場合も、外枠2と緩衝板4は図1(a)〜図5(a)に示すそれらと同様に金属板製とし、緩衝板4を図1(a)〜図5(a)のように二層以上に配置することができる。緩衝板4の形状、配置等も図1(a)〜図5(a)の場合と同様にすることができる。   In any of the above-mentioned field constructions, the outer frame 2 and the buffer plate 4 are made of metal plates similarly to those shown in FIGS. 1A to 5A, and the buffer plate 4 is shown in FIGS. It can be arranged in two or more layers as in 5 (a). The shape, arrangement, and the like of the buffer plate 4 can be the same as in the case of FIGS. 1 (a) to 5 (a).

本願発明の緩衝体は、橋梁のみならず、ビルなどの構造物であって、それら構成部材の緩衝用、段差防止の支承用として使用することができる。   The buffer body of the present invention is not only a bridge but also a structure such as a building, and can be used for buffering these components and for supporting a step.

1 緩衝体
2 外枠
3 貫通孔
4 緩衝板
5 弾性材
6 緩衝体の軸部
7 緩衝体の頭部
8 受縁
10 橋台
11 固定プレート
12 ストッパ
12a ストッパの胴部
13 橋梁の橋桁
14 ブラケット
15 支柱
16 連結具
17 貫通孔
18 金属板
19 台座
20 アンカーボルト
21 連結板
22 長孔
23 ナット
24 ブラット
25 支承体
DESCRIPTION OF SYMBOLS 1 Buffer body 2 Outer frame 3 Through-hole 4 Buffer board 5 Elastic material 6 Buffer body shaft part 7 Buffer body head 8 Receiving edge 10 Abutment 11 Fixing plate 12 Stopper 12a Stopper body 13 Bridge bridge girder 14 Bracket 15 Post Reference Signs List 16 connector 17 through hole 18 metal plate 19 pedestal 20 anchor bolt 21 connecting plate 22 long hole 23 nut 24 brat 25 support

Claims (7)

橋台と橋桁の間に配置して、橋台と橋桁の衝突による衝撃を緩衝することができる緩衝体であり、
ブロック状の弾性材の中心部に貫通孔を備え、弾性材の外周が板状の外枠で囲われ、当該弾性材内にリング状又は渦巻き状の緩衝板が一層又は二層以上配置され、緩衝板は貫通孔の貫通方向に沿って配置され、各層の緩衝板は周方向又は渦巻き方向に一連であるか又は二以上に分割されており、前記貫通孔は橋台又は橋桁から突出するアンカーボルト又は支柱又はストッパの外周に嵌合することのできる大きさであり、
前記貫通孔の軸線水平又は鉛直にして橋台と橋桁の間に配置し、前記貫通孔を前記アンカーボルト又は支柱又はストッパの外周に嵌合することにより橋台又は橋桁に取り付けることができ、橋台と橋桁の間に前記鉛直に配置すると、前記外枠が橋台と橋桁の水平方向の振動を受けて弾性材を介して緩衝することができ、橋台と橋桁の間に前記水平に配置すると、前記外枠が橋台と橋桁の鉛直方向の振動を受けて弾性材を介して緩衝することができる、
ことを特徴とする緩衝体。
It is a shock absorber that can be placed between the abutment and the bridge girder to cushion the impact caused by the collision between the abutment and the bridge girder.
Provided with a through hole in the center of the block-shaped elastic material, the outer periphery of the elastic material is surrounded by a plate-shaped outer frame, and one or more ring-shaped or spiral buffer plates are arranged in the elastic material, The buffer plate is arranged along the through direction of the through hole, and the buffer plate of each layer is a series or divided into two or more in the circumferential direction or the spiral direction, and the through hole is an anchor bolt protruding from the abutment or the bridge girder Or a size that can be fitted to the outer periphery of the column or stopper,
Wherein the axis of the through hole horizontal or in the vertical is arranged between the abutment and the bridge girder, it can be attached to the through hole in the abutment or bridge girder by fitting the outer circumference of the anchor bolt or struts or stopper, When the vertically disposed between the abutment and the bridge girder, the outer frame can be buffered via the elastic material accept the horizontal vibration of the abutment and the bridge girder, when the horizontally disposed between the abutment and the bridge girder can the outer frame is buffered through an elastic material accepted vibration in the vertical direction of the abutment and the bridge girder,
A shock absorber characterized by that.
請求項1記載の緩衝体において、
外枠が緩衝体と別体であるか又は渦巻状の緩衝体の最外層である、
ことを特徴とする緩衝体。
The shock absorber according to claim 1, wherein
The outer frame is a separate body from the buffer or the outermost layer of the spiral buffer;
A shock absorber characterized by that.
請求項1又は請求項2記載の緩衝体において、
緩衝体の軸方向上方に、緩衝体よりも外形の大きい頭部を備え、
頭部は弾性材製であって緩衝体の弾性材と一体成型され、外周部が緩衝体の外周面の外まで突出し、
貫通孔が緩衝体から前記頭部まで貫通している、
ことを特徴とする緩衝体。
The shock absorber according to claim 1 or 2,
A head having a larger outer shape than the shock absorber is provided above the shock absorber in the axial direction,
The head is made of an elastic material and is integrally molded with the elastic material of the shock absorber, and the outer peripheral portion protrudes outside the outer peripheral surface of the shock absorber,
A through hole penetrates from the buffer to the head,
A shock absorber characterized by that.
請求項3記載の緩衝体において、
頭部の底面に板状の受縁を備えた、
ことを特徴とする緩衝体。
The shock absorber according to claim 3,
With a plate-like receiving edge on the bottom of the head,
A shock absorber characterized by that.
橋台と橋梁の衝突により生ずる衝撃を緩衝体で緩衝する橋梁構造において、
緩衝体が請求項1から請求項4のいずれか1項に記載の緩衝体であり、
橋台と橋梁の一方にストッパが、他方にブラケットが設置され、
ストッパは橋台に取り付ける台座部と、その上に突出する胴部を備え、
前記胴部を緩衝体の貫通孔が前記緩衝体の胴部の外周に嵌合され、
前記ブラケットは前記緩衝体から離してのその緩衝体の外側に配置され、
前記橋梁と橋台の振動によりブラケットが緩衝体に接触して、接触時の衝撃が緩衝されるようにした、
ことを特徴とする橋梁緩衝構造。
In the bridge structure that cushions the impact caused by the collision between the abutment and the bridge with a buffer,
The buffer is the buffer according to any one of claims 1 to 4,
A stopper is installed on one of the abutment and the bridge, and a bracket is installed on the other.
The stopper has a pedestal part to be attached to the abutment and a trunk part protruding above it.
A through-hole of the buffer body is fitted to the outer periphery of the body of the buffer body,
The bracket is disposed outside the buffer body away from the buffer body;
The bracket is in contact with the buffer body due to the vibration of the bridge and the abutment so that the shock at the time of contact is buffered.
Bridge cushioning structure characterized by that.
橋台と橋梁の衝突により生ずる衝撃を緩衝体で緩衝する橋梁構造において、
緩衝体が請求項1又は請求項2記載の緩衝体であり、
橋梁の橋桁に枠状の連結具が取り付けられ、連結具に嵌合口が開口されており、
前記嵌合口の内側に前記緩衝体が配置され、その緩衝体の貫通孔が橋台から突出している支柱に嵌合され、
前記橋梁と橋台の振動時に前記緩衝体と支柱が接触して、接触時の衝撃が緩衝されるようにした、
ことを特徴とする橋梁緩衝構造。
In the bridge structure that cushions the impact caused by the collision between the abutment and the bridge with a buffer,
The buffer is the buffer according to claim 1 or claim 2,
A frame-shaped connector is attached to the bridge girder of the bridge, and a fitting port is opened in the connector.
The buffer body is disposed inside the fitting port, and the through hole of the buffer body is fitted to a column protruding from the abutment,
The shock absorber and the support come into contact with each other when the bridge and the abutment vibrate so that the shock at the time of contact is buffered.
Bridge cushioning structure characterized by that.
橋台と橋梁の衝突により生ずる衝撃を緩衝体で緩衝する橋梁構造において、
緩衝体が請求項3又は請求項4記載の緩衝体であり、
橋台からアンカーボルトが突設され、
橋梁の橋桁から連結板が突設され、連結板は長孔が開口されており、
前記アンカーボルトを前記長孔に差し込んでボルト先端部を長穴から突出させ、
長穴から突出したボルト先端部に前記緩衝体の貫通孔を嵌合し、緩衝体の頭部よりも下部を前記長孔内に配置して頭部を前記連結板の上に設置し、
頭部から突出する前記ボルトにナットを螺合して締め付けることにより橋桁と橋台が連結され、
前記橋梁と橋台の振動時に連結板と緩衝体が接触して、接触時の衝撃が緩衝されるようにした、
ことを特徴とする橋梁緩衝構造。
In the bridge structure that cushions the impact caused by the collision between the abutment and the bridge with a buffer,
The buffer is the buffer according to claim 3 or claim 4,
Anchor bolts protrude from the abutment,
A connecting plate protrudes from the bridge girder of the bridge, and the connecting plate has a long hole opened.
Insert the anchor bolt into the elongated hole and project the bolt tip from the elongated hole;
Fit the through hole of the buffer body to the bolt tip protruding from the long hole, place the lower part than the head of the buffer body in the long hole, and install the head on the connecting plate,
The bridge girder and the abutment are connected by screwing and tightening a nut to the bolt protruding from the head,
When the bridge and the abutment vibrate, the connecting plate and the buffer come into contact with each other so that the shock at the time of contact is buffered.
Bridge cushioning structure characterized by that.
JP2011100582A 2011-04-28 2011-04-28 Buffer body and bridge buffer structure using the same Active JP5727852B2 (en)

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