JP2009545687A - Seismic expansion joint - Google Patents

Seismic expansion joint Download PDF

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JP2009545687A
JP2009545687A JP2009522712A JP2009522712A JP2009545687A JP 2009545687 A JP2009545687 A JP 2009545687A JP 2009522712 A JP2009522712 A JP 2009522712A JP 2009522712 A JP2009522712 A JP 2009522712A JP 2009545687 A JP2009545687 A JP 2009545687A
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hinge
expansion joint
finger
plate
earthquake
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JP4966439B2 (en
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リー、ドースン
コ、ドンジョーン
リー、ジュンスン
ジョン、ヨンセオ
リム、ソンボ
チョ、ヨンクル
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/06Arrangement, construction or bridging of expansion joints
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/08Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/083Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/015Anti-corrosion coatings or treating compositions, e.g. containing waterglass or based on another metal
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/12Vibration-dampers; Shock-absorbers using plastic deformation of members

Abstract

その設置と解体をより容易にさせ、3軸挙動に対応できる耐震伸縮継手を提供する。前記耐震伸縮継手には、橋梁または高架道路を構成する底版のうちの1つの底版の一端に装着するヒンジ軸支持部材と、その回動中心軸に沿って橋梁または高架道路の横方向に摺動するように前記ヒンジ軸支持部材に回動可能に接続し、その一端で前記ヒンジ軸支持部材にヒンジ結合されたヒンジ指板部材と、その一端で前記ヒンジ指板部材の他端に係合して、その間隙の変動に応じて前記底版相互間の隙間を補正する指板部材と、さらに、前記指板部材が橋梁または高架道路の横方向に摺動するように、1つの底版に接触する他の底版に固定されて前記指板部材を摺動自在に支持する指板支持部材と、が含まれる。To provide an earthquake-resistant expansion joint that can be installed and dismantled more easily and can handle triaxial behavior. The earthquake-resistant expansion joint includes a hinge shaft support member attached to one end of one of the bottom plates constituting the bridge or the elevated road, and slides in the lateral direction of the bridge or the elevated road along the central axis of rotation. A hinge finger plate member that is pivotally connected to the hinge shaft support member and is hinged to the hinge shaft support member at one end thereof, and is engaged with the other end of the hinge finger plate member at one end thereof. A finger plate member that corrects a gap between the bottom plates according to the variation of the gap, and further, the finger plate member contacts one bottom plate so that the finger plate member slides in a lateral direction of a bridge or an elevated road. A finger plate support member fixed to another bottom plate and slidably supporting the finger plate member.

Description

本発明は、耐震伸縮継手に関し、特に、ヒンジ構造をフィンガータイプの伸縮継手に適用することによって3軸動作を行うことができ、それによって地震による高架道路や橋梁の損傷を軽減する耐震伸縮継手に関する。 The present invention relates to an earthquake-resistant expansion joint, and more particularly, to an earthquake-resistant expansion joint that can perform a three-axis operation by applying a hinge structure to a finger-type expansion joint, thereby reducing damage to an elevated road or a bridge due to an earthquake. .

一般に、複数の橋脚を有する比較的長い橋梁は、温度変動によって生じる橋梁の膨張と縮小に対応するためにその長手方向に分割された複数の底版と、前記底版相互間に設置された伸縮継手とを持つ。 In general, a relatively long bridge having a plurality of piers includes a plurality of bottom plates divided in the longitudinal direction in order to cope with expansion and contraction of the bridge caused by temperature fluctuations, and expansion joints installed between the bottom plates. have.

図1と図2に示すように、橋梁用の従来伸縮継手には、相互に接続され温度変動に応じて展開可能なように前記底版の両端に設置される上覆板101a,101bと、前記上覆板101a,101bを硬化後のコンクリート105に締め付けるアンカーボルト102と、前記アンカーボルト102と前記硬化後のコンクリート105との間の締め付け力を増加させて前記硬化後のコンクリート105の強度を補強する補強鉄棒103と、その両側で前記硬化後のコンクリート105のそれぞれに固定される雨水・異物回収ゴム防水部材104と、が含まれる。参照符号106によって表示したのは、橋梁の底版に配置された補強棒である。 As shown in FIGS. 1 and 2, the conventional expansion joint for a bridge includes upper cover plates 101a and 101b which are connected to each other and installed at both ends of the bottom plate so as to be developed in response to temperature fluctuations. An anchor bolt 102 for fastening the upper cover plates 101a and 101b to the hardened concrete 105 and a fastening force between the anchor bolt 102 and the hardened concrete 105 are increased to reinforce the strength of the hardened concrete 105. And a rainwater / foreign material recovery rubber waterproofing member 104 fixed to each of the hardened concrete 105 on both sides thereof. Reference numeral 106 designates a reinforcing bar arranged on the bottom plate of the bridge.

地震発生時には前記構造を持つ橋梁用の従来伸縮継手を伸縮範囲内で車両移動方向に移動することができるが、前記伸縮継手を横方向、すなわち車両移動方向に対して垂直方向に移動させることは不可能である。加えて、地震発生時に当接部の腰壁が垂直方向に移動する際、前記伸縮継手は長手方向に移動できないので、橋梁に設置された底版、梁、及び伸縮継手の接続されたその他の構造物が地震によって破損する可能性もある。その結果、前記底版は橋梁から分離してしまう可能性もある。 In the event of an earthquake, the conventional expansion joint for bridges having the above structure can be moved in the vehicle movement direction within the expansion range, but the expansion joint can be moved laterally, that is, perpendicular to the vehicle movement direction. Impossible. In addition, when the waist wall of the abutting part moves in the vertical direction when an earthquake occurs, the expansion joint cannot move in the longitudinal direction, so the bottom plate installed on the bridge, the beam, and other structures to which the expansion joint is connected Objects can be damaged by earthquakes. As a result, the bottom slab may be separated from the bridge.

さらに、前記ゴム防水部材104は前記上覆板101a,101bの設置前にアンカーボルト102によって前記コンクリート底版に接続される。次いで、前記上覆板101a,101bは設置され、前記アンカーボルト102に対してナットが締め付けられ、それによって前記伸縮継手の設置が完了する。従って、前記ゴム防水部材104が破損した際には、交通整理後に前記上覆板101a,101bを取り外して破損したゴム防水部材104を交換しなくてはならない。加えて、この破損したゴム防水部材は水漏れをもたらす可能性もあり、それによってさらなる損傷を引き起こし、構造を低下させてしまう。 Further, the rubber waterproofing member 104 is connected to the concrete bottom slab by anchor bolts 102 before the upper cover plates 101a and 101b are installed. Next, the upper cover plates 101a and 101b are installed, and a nut is tightened on the anchor bolt 102, thereby completing the installation of the expansion joint. Therefore, when the rubber waterproof member 104 is damaged, the damaged rubber waterproof member 104 must be replaced by removing the upper cover plates 101a and 101b after traffic control. In addition, the damaged rubber waterproofing member may cause water leakage, thereby causing further damage and reducing the structure.

従って、本発明は従来技術の上記問題点に鑑みてなされたものであり、3軸方向に移動して地震に対応する耐震伸縮継手を提供することが本発明の目的である。 Accordingly, the present invention has been made in view of the above-described problems of the prior art, and an object of the present invention is to provide an earthquake-resistant expansion joint that moves in three axial directions and responds to an earthquake.

本発明の別の目的は、設置が容易でゴム防水部材を交換できる耐震伸縮継手を提供することである。 Another object of the present invention is to provide an earthquake-resistant expansion joint that is easy to install and can replace a rubber waterproofing member.

本発明のその他の目的と利点は、以下の説明によって理解されるとともに、本発明の実施形態を参照して明らかになるであろう。また、当業者であれば、本発明の目的と利点が特許請求項に記載の手段とその組み合わせによって実現できることは明らかであろう。 Other objects and advantages of the present invention will be understood by the following description, and become apparent with reference to embodiments of the present invention. It will be apparent to those skilled in the art that the objects and advantages of the present invention can be realized by the means recited in the claims and combinations thereof.

本発明の一態様によれば、耐震伸縮継手が提供され、該耐震伸縮継手は、橋梁または高架道路を構成する底版のうちの1つの底版の一端に装着するヒンジ軸支持部材と、その回動中心軸に沿って橋梁または高架道路の横方向に摺動するように前記ヒンジ軸支持部材に回動可能に接続し、その一端で前記ヒンジ軸支持部材にヒンジ結合されたヒンジ指板部材と、その一端で前記ヒンジ指板部材の他端に係合して、その間隙の変動に応じて前記底版相互間の隙間を補正する指板部材と、さらに、前記指板部材が橋梁または高架道路の横方向に摺動するように、1つの底版に接触する他の底版に固定されて前記指板部材を摺動自在に支持する指板支持部材と、を具備する。 According to one aspect of the present invention, an earthquake-resistant expansion joint is provided, and the earthquake-resistant expansion joint includes a hinge shaft support member attached to one end of one bottom slab constituting a bridge or an elevated road, and its rotation A hinge finger plate member pivotally connected to the hinge shaft support member so as to slide laterally along a central axis along a bridge or an elevated road, and hinged to the hinge shaft support member at one end thereof; A finger plate member that engages with the other end of the hinge finger plate member at one end thereof and corrects a gap between the bottom plates according to a change in the gap, and further, the finger plate member is a bridge or an elevated road A finger plate support member fixed to another bottom plate that contacts one bottom plate so as to slide in the lateral direction and slidably supporting the finger plate member.

本発明に係る耐震伸縮継手では、地震によって底版が橋梁のX軸方向(長手方向)、Y軸方向(横方向)、及びZ軸方向(垂直方向)に移動すると、地震によって生じる問題に対応するため、ヒンジ指板部材と指板部材は間隙調整され、X軸方向、Y軸方向及びZ軸方向に回動または摺動し、それによって地震に起因する前記底版の分離と接続部の損傷を防止する。 In the earthquake-resistant expansion joint according to the present invention, when the bottom plate moves in the X-axis direction (longitudinal direction), Y-axis direction (lateral direction), and Z-axis direction (vertical direction) of the bridge due to the earthquake, it corresponds to the problem caused by the earthquake. Therefore, the gap between the hinge finger plate member and the finger plate member is adjusted, and the hinge finger plate member and the finger plate member are rotated or slid in the X-axis direction, the Y-axis direction, and the Z-axis direction. To prevent.

加えて、前記ヒンジ指板部材と前記指板部材は、その組立と解体を容易に行うためにセクションに分割されて接続部材によって固定されており、それによって作業時間を短縮する。 In addition, the hinge fingerboard member and the fingerboard member are divided into sections and fixed by connecting members for easy assembly and disassembly, thereby reducing working time.

さらに、地震発生時には、前記ゴム防水部材の摺動板は、内側ガイドレールに沿って摺動するか、または前記ゴム防水板のひだ状部を変形させて、前記ゴム防水部材の損傷を防止する。また、外側ガイドレールが接着剤によって固定されるので、その設置と解体を容易に行うことができ、それによって作業時間を短縮する。 Further, when an earthquake occurs, the sliding plate of the rubber waterproof member slides along the inner guide rail or deforms the pleated portion of the rubber waterproof plate to prevent the rubber waterproof member from being damaged. . Further, since the outer guide rail is fixed by the adhesive, it can be easily installed and disassembled, thereby shortening the working time.

本発明の上記及び他の目的及び特徴は、下記の添付図面と併せて、好適な実施形態の以下の説明からより明らかになるであろう。 The above and other objects and features of the present invention will become more apparent from the following description of preferred embodiments in conjunction with the accompanying drawings.

従来の伸縮継手の平面図である。It is a top view of the conventional expansion joint.

前記従来の伸縮継手の断面図である。It is sectional drawing of the said conventional expansion joint.

本発明の例示的実施形態に係る耐震伸縮継手の平面図である。1 is a plan view of a seismic expansion joint according to an exemplary embodiment of the present invention.

図3に示した耐震伸縮継手の断面図である。It is sectional drawing of the earthquake-proof expansion joint shown in FIG.

図3に示したA-A線に沿った断面図である。It is sectional drawing along the AA line shown in FIG.

図4に記載の耐震伸縮継手の長手方向の挙動を示す図である。It is a figure which shows the behavior of the longitudinal direction of the earthquake-proof expansion joint described in FIG.

前記図4に記載の耐震伸縮継手の横方向の挙動を示す図である。It is a figure which shows the behavior of the horizontal direction of the earthquake-proof expansion joint of the said FIG.

図4に示した耐震伸縮継手の垂直方向の挙動を示す図である。It is a figure which shows the behavior of the orthogonal | vertical direction of the earthquake-resistant expansion joint shown in FIG.

図4に示したゴム防水部材の斜視図である。It is a perspective view of the rubber waterproofing member shown in FIG.

図4に示したヒンジ溝への異物浸入を防止するために挟入されたゴム部材を示す断面図である。It is sectional drawing which shows the rubber member inserted in order to prevent the foreign material permeation into the hinge groove | channel shown in FIG.

以下、本発明の例示的実施形態に係る耐震伸縮継手を添付図面を参照して詳細に説明する。 Hereinafter, an earthquake-resistant expansion joint according to an exemplary embodiment of the present invention will be described in detail with reference to the accompanying drawings.

図3は本発明の例示的実施形態に係る耐震伸縮継手の平面図であり、図4は、図3に示した耐震伸縮継手の断面図であり、図5は、図3に記載のA-A線に沿った断面図であり、図6は、図4に示した耐震伸縮継手の長手方向の挙動を例示する図であり、図7は、図4に記載の耐震伸縮継手の横方向の挙動を例示する図であり、図8は、図4に示した耐震伸縮継手の垂直方向の挙動を例示する図であり、図9は、図4に示したゴム防水部材の斜視図である。 3 is a plan view of the earthquake-resistant expansion joint according to the exemplary embodiment of the present invention, FIG. 4 is a cross-sectional view of the earthquake-resistant expansion joint shown in FIG. 3, and FIG. FIG. 6 is a cross-sectional view taken along line A, FIG. 6 is a diagram illustrating the behavior in the longitudinal direction of the seismic expansion joint shown in FIG. 4, and FIG. 7 is a cross-sectional view of the seismic expansion joint shown in FIG. FIG. 8 is a diagram illustrating the behavior in the vertical direction of the earthquake-resistant expansion joint shown in FIG. 4, and FIG. 9 is a perspective view of the rubber waterproof member shown in FIG.

図面に示すように、本発明の例示的実施形態に係る耐震伸縮継手は、橋梁または高架道路を構成する複数の底版1,2を相互に接続するための装置であり、該底版には、前記底版1の一端に装着したヒンジ軸支持部材10と、前記ヒンジ軸部材10に回動可能に接続し、その一端でその回動中心軸に沿って摺動自在にヒンジ結合したヒンジ指板部材20と、前記ヒンジ指板部材20に接続した指板部材30と、前記底版1に接触して他の底版2に固定され、前記指板部材30を水平方向すなわち前記底版2の横方向に摺動自在に支持する指板支持部材40と、前記対向する底版1,2相互間に設置されて雨水や汚染物質の浸入を防止するゴム防水部材50と、が含まれる。 As shown in the drawings, the earthquake-resistant expansion joint according to an exemplary embodiment of the present invention is an apparatus for connecting a plurality of bottom plates 1 and 2 constituting a bridge or an elevated road to each other. A hinge shaft support member 10 mounted on one end of the bottom plate 1 and a hinge finger plate member 20 which is pivotally connected to the hinge shaft member 10 and hinged at one end thereof so as to be slidable along the rotation center axis. And a finger plate member 30 connected to the hinge finger plate member 20 and fixed to another bottom plate 2 in contact with the bottom plate 1 and sliding the finger plate member 30 in the horizontal direction, that is, in the lateral direction of the bottom plate 2. A fingerboard support member 40 that is freely supported and a rubber waterproofing member 50 that is installed between the opposed bottom plates 1 and 2 to prevent intrusion of rainwater and contaminants are included.

より具体的には、前記ヒンジ軸支持部材10を、その横方向に前記底版1の一端に直列に配置し、それに対してアンカーボルトによって固定する。その露出上面に凹設された円形ヒンジ溝11を有する前記ヒンジ軸支持部材10は、前記底版1に装着し、そこでは、前記ヒンジ溝11がその長手方向に延びる。 More specifically, the hinge shaft support member 10 is arranged in series at one end of the bottom slab 1 in the lateral direction, and fixed thereto with an anchor bolt. The hinge shaft support member 10 having a circular hinge groove 11 recessed in the exposed upper surface is mounted on the bottom plate 1, where the hinge groove 11 extends in the longitudinal direction thereof.

前記ヒンジ指板部材20は、所定の幅と長さを有して前記底版1,2相互間の隙間の一部を覆う板部材で形成され、前記ヒンジ指板部材20の一端に形成され、前記ヒンジ溝11に回動可能かつ摺動自在に装着して回動中心軸としての機能を果たす回動軸部21と、前記他端に形成され、突出して所定の間隔で配置される指部を形成するヒンジ指部22と、を含む。前記回動軸部21は、前記ヒンジ指板部材20から離脱可能な円筒形状を有し、前記ヒンジ溝11に挿入され、その一体化のため、ボルトによって前記ヒンジ指板部材20の一端に固定される。図10に示すように、その上部から雨水や異物が前記ヒンジ溝11に浸入することを防止するために、ゴム部材26を前記回動軸部21と前記ヒンジ軸支持部材10との間に狭入してもよい。前記ゴム部材26は、その下部が前記回動軸部21に形成された溝21aに挿入され、その上部が前記ヒンジ軸支持部材10の内壁に接触するダルマ形の断面図を有する。 The hinge fingerboard member 20 is formed of a plate member having a predetermined width and length and covering a part of a gap between the bottom plates 1 and 2, and is formed at one end of the hinge fingerboard member 20, A pivot shaft 21 that is pivotably and slidably mounted in the hinge groove 11 and functions as a pivot center axis, and a finger portion that is formed at the other end and protrudes at a predetermined interval Hinge fingers 22 forming The rotating shaft portion 21 has a cylindrical shape that is detachable from the hinge finger plate member 20, is inserted into the hinge groove 11, and is fixed to one end of the hinge finger plate member 20 with a bolt for integration. Is done. As shown in FIG. 10, in order to prevent rainwater and foreign matter from entering the hinge groove 11 from above, the rubber member 26 is narrowed between the rotating shaft portion 21 and the hinge shaft support member 10. You may enter. A lower part of the rubber member 26 is inserted into a groove 21 a formed in the rotating shaft part 21, and an upper part of the rubber member 26 has a dharma-shaped sectional view in contact with the inner wall of the hinge shaft support member 10.

前記指板部材30は、所定の幅と長さを有して前記底版1,2相互間の隙間の一部を覆う板部材で形成され、その一端から突出し、前記ヒンジ指部22に対応して形成される指部31と、前記他端から突出し、前記突出端部に拡大断面を有するレール部32と、を含む。前記レール部32はその長手方向に延びる。加えて、前記ヒンジ指板部材20と前記指板部材30とは前記底版1,2の横方向に配置され、それぞれその長手方向に複数に分割される。互いから分離された前記ヒンジ指部材20と前記指板部材30とは、それぞれ接続部材24,34に接続される。図5に示すように、所定の深さに凹設された挿入溝24a,34aは、前記接続部材24,34がその中に挿入されるように、前記ヒンジ指板部材20と前記指板部材30と間の接続部に形成される。前記接続部材24,34を前記挿入溝24a,34aに挿入した状態で、前記接続部材24,34の両端を貫通するボルト25,35が前記ヒンジ指板部材20と前記指板部材30とに対して締め付けられるので、前記ヒンジ指板部材20と前記指板部材30とを直列に並んだ状態に保つことができる。 The finger plate member 30 has a predetermined width and length and is formed of a plate member that covers a part of the gap between the bottom plates 1 and 2, protrudes from one end thereof, and corresponds to the hinge finger portion 22. And a rail portion 32 protruding from the other end and having an enlarged cross section at the protruding end portion. The rail portion 32 extends in the longitudinal direction. In addition, the hinge fingerboard member 20 and the fingerboard member 30 are arranged in the lateral direction of the bottom plates 1 and 2 and are divided into a plurality of parts in the longitudinal direction. The hinge finger member 20 and the finger plate member 30 separated from each other are connected to connecting members 24 and 34, respectively. As shown in FIG. 5, the insertion grooves 24a and 34a that are recessed to a predetermined depth have the hinge finger plate member 20 and the finger plate member so that the connection members 24 and 34 are inserted therein. 30 is formed at the connection portion between the two. With the connection members 24, 34 inserted into the insertion grooves 24 a, 34 a, bolts 25, 35 penetrating both ends of the connection members 24, 34 are connected to the hinge finger plate member 20 and the finger plate member 30. Thus, the hinge fingerboard member 20 and the fingerboard member 30 can be kept in a state of being arranged in series.

前記指板支持部材40は、その一端で垂直に屈曲した板部材で形成され、アンカーボルトによって前記底版2に固定された固定板41と、前記レール部32に摺動自在に係合し、ボルト43によって前記固定板41に固定されたガイド部42aを有するガイドブロック42と、それに対してボルト43が締め付けられる前記固定板41に固定された固定ブッシング44と、を含む。加えて、防振部材45と防腐板46が前記指板部材30と前記指板支持部材40との間に配置される。前記防振部材45は、車両通過時に発生する衝撃音を吸収するゴム材料からなり、好ましくは前記固定板41の上端部を覆うのに十分な面積を有する。前記防腐板46は前記防振部材45の上端部を覆うのに十分な面積を有し、雨水の浸入に起因する前記指板部材30とその他のコンポーネントとの腐食を防止する。 The finger plate support member 40 is formed of a plate member bent vertically at one end thereof, and is slidably engaged with a fixing plate 41 fixed to the bottom plate 2 by an anchor bolt and the rail portion 32, and a bolt And a guide block 42 having a guide portion 42a fixed to the fixed plate 41 by 43, and a fixed bushing 44 fixed to the fixed plate 41 to which a bolt 43 is fastened. In addition, a vibration isolating member 45 and an antiseptic plate 46 are disposed between the finger plate member 30 and the finger plate support member 40. The anti-vibration member 45 is made of a rubber material that absorbs an impact sound generated when the vehicle passes, and preferably has a sufficient area to cover the upper end portion of the fixed plate 41. The antiseptic plate 46 has an area sufficient to cover the upper end portion of the vibration isolating member 45, and prevents corrosion of the finger plate member 30 and other components due to intrusion of rainwater.

前記ゴム防水部材50には、板形状をなして中心部分に形成されてその横方向への膨張と縮小に対応するひだ状部とその両端に形成された拡大断面とを持つフック51aを有するゴム材からなるゴム防水板51と、前記フック51aを取り囲み断面を有し、かつ前記フック51aに沿って延びて摩擦力を軽減する摺動板52と、前記摺動板52を取り囲む断面を有し、かつ前記底版1,2の横方向に配置される内側ガイドレール53と、さらに、前記内側ガイドレール53を取り囲む断面を有し、かつ前記内側ガイドレール53を接続して前記内側ガイドレール53の接続部品の段差を取り除き、接着剤によって前記底版1,2の両側に付着する外側ガイドレール54と、が含まれる。前記外側ガイドレール54は、前記底版1の側面にも前記ヒンジ軸支持部材10の側面にも付着させてよい。 The rubber waterproofing member 50 is a rubber having a hook 51a having a plate shape and a fold-like portion formed at the central portion corresponding to expansion and contraction in the lateral direction and enlarged cross sections formed at both ends thereof. A rubber waterproof plate 51 made of a material, a sliding plate 52 surrounding the hook 51a and extending along the hook 51a to reduce frictional force, and a cross section surrounding the sliding plate 52 And an inner guide rail 53 disposed in the lateral direction of the bottom plates 1 and 2, and a cross-section surrounding the inner guide rail 53, and the inner guide rail 53 is connected to the inner guide rail 53. And an outer guide rail 54 that removes the level difference of the connecting parts and adheres to both sides of the bottom plates 1 and 2 with an adhesive. The outer guide rail 54 may be attached to the side surface of the bottom plate 1 or the side surface of the hinge shaft support member 10.

これから、上記のような構造を持つ耐震伸縮継手の動作を以下の通り説明する。 The operation of the earthquake-resistant expansion joint having the above structure will be described below.

図6に示すように、前記底版が橋梁の長手方向に移動すると、本発明の例示的実施形態に係る耐震伸縮継手は前記ヒンジ指部22と前記指部31とを相互に接近または離間させることによって前記底版の膨張と縮小に対応する。つまり、前記底版1,2相互間の隙間が広がると、前記ヒンジ指部22と前記指部31との重なり合う部分の長さは短くなり、前記底版1,2相互間の隙間が狭くなると、その重なり合う部分の長さは長くなり、それによって前記底版の膨張と縮小を補正する。この時点で、前記ゴム防水部材50のゴム防水板51のひだ状部は、前記底版の長手方向の膨張と縮小に応じて変形して雨水や汚染物質の浸入を防止する。 As shown in FIG. 6, when the bottom plate moves in the longitudinal direction of the bridge, the earthquake-resistant expansion joint according to an exemplary embodiment of the present invention causes the hinge finger portion 22 and the finger portion 31 to approach or separate from each other. Corresponds to expansion and contraction of the bottom plate. That is, when the gap between the bottom plates 1 and 2 is widened, the length of the overlapping portion of the hinge finger portion 22 and the finger portion 31 is shortened, and when the gap between the bottom plates 1 and 2 is narrowed, The length of the overlapping portion is increased, thereby correcting the expansion and contraction of the bottom plate. At this time, the pleated portion of the rubber waterproof plate 51 of the rubber waterproof member 50 is deformed in accordance with the expansion and contraction of the bottom plate in the longitudinal direction to prevent intrusion of rainwater and contaminants.

図7に示すように、前記底版1,2が橋梁の横方向に移動すると、前記ヒンジ指板部材20の回動軸21は前記ヒンジ軸支持部材10のヒンジ溝11に沿って摺動して橋梁の横方向に移動するため、前記底版1,2の位置移動に対応する。同時に、前記ガイドブロック42のガイド部42aによって摺動自在に支持された前記指板部材30のレール部32は前記ガイド部42aに沿って摺動して前記底版1,2の位置移動に対応する。つまり、前記底版1,2が橋梁の横方向に移動するにつれて、前記ヒンジ溝11に摺動自在に挿入された前記回動軸21と、前記ガイド部42aによって摺動自在に支持された前記レール部32と、は摺動してその位置移動に対応する。 As shown in FIG. 7, when the bottom plates 1 and 2 move in the lateral direction of the bridge, the pivot shaft 21 of the hinge finger plate member 20 slides along the hinge groove 11 of the hinge shaft support member 10. Since it moves in the lateral direction of the bridge, it corresponds to the position movement of the bottom slabs 1 and 2. At the same time, the rail portion 32 of the finger plate member 30 slidably supported by the guide portion 42a of the guide block 42 slides along the guide portion 42a to correspond to the position movement of the bottom plates 1 and 2. . That is, as the bottom plates 1 and 2 move in the lateral direction of the bridge, the rail 21 slidably supported by the rotating shaft 21 slidably inserted into the hinge groove 11 and the guide portion 42a. The part 32 slides to correspond to the position movement.

図8に示すように、前記底版1,2が橋梁の垂直方向に発生した振動によって橋梁の垂直方向に移動すると、前記ヒンジ溝11に回動可能に固定された前記回動軸部21は回動してその高さの変動に対応する。つまり、1つの底版1が移動して他の底版2よりも高くなると、前記ヒンジ指板部材20は前記回動軸部21の周りに下方回動して前記指部22の端部と前記指板部材30の指部31との接触状態を維持する。よって、車両が円滑に通過できるように、その高さの変動に対応することが可能である。他の底版2が移動して1つの底版1よりも高くなると、前記ヒンジ指板部材20は前記回動軸部21の周りに上方回動して前記指部22の端部と前記指板部材30との接触状態を維持し、それによってその高さの変動に対応する。 As shown in FIG. 8, when the bottom slabs 1 and 2 are moved in the vertical direction of the bridge by the vibration generated in the vertical direction of the bridge, the rotating shaft portion 21 fixed to the hinge groove 11 is rotated. It moves to respond to fluctuations in its height. That is, when one bottom plate 1 moves and becomes higher than the other bottom plate 2, the hinge finger plate member 20 rotates downward around the rotation shaft portion 21 and the end of the finger portion 22 and the finger The contact state with the finger part 31 of the plate member 30 is maintained. Therefore, it is possible to cope with fluctuations in the height so that the vehicle can pass smoothly. When the other bottom plate 2 moves and becomes higher than one bottom plate 1, the hinge finger plate member 20 rotates upward around the rotation shaft portion 21 and the end portion of the finger portion 22 and the finger plate member 30 to maintain contact with it, thereby responding to variations in its height.

上記のように、本発明の例示的実施形態に係る耐震伸縮継手では、地震によって前記底版1,2が橋梁のX軸方向(長手方向)、Y軸方向(横方向)、及びZ軸方向(垂直方向)に移動すると、前記ヒンジ指部22と前記指部31との重なり合う部分の長さは変動し、前記ヒンジ指板部材20と前記指板部材30とがY軸方向に摺動するか、または前記ヒンジ指板部材20が前記回動軸部21の周りに回動し、それによってに地震によって生じる問題に対応する。 As described above, in the earthquake-resistant expansion joint according to the exemplary embodiment of the present invention, the bottom slabs 1, 2 are caused by the earthquake in the X-axis direction (longitudinal direction), Y-axis direction (lateral direction), and Z-axis direction ( When moving in the vertical direction), the length of the overlapping portion of the hinge finger portion 22 and the finger portion 31 varies, and does the hinge finger plate member 20 and the finger plate member 30 slide in the Y-axis direction? Alternatively, the hinge fingerboard member 20 rotates around the rotation shaft portion 21, thereby dealing with a problem caused by an earthquake.

加えて、前記ゴム防水部材50の摺動板52が前記内側ガイドレール53に沿って摺動するか、または前記ゴム防水板51のひだ状部が変形して地震によって生じる問題に対応し、それによって異物の浸入を防止する。さらに、前記外側ガイドレール54は接着剤によって固定されるので、その設置と解体を容易に行うことができる。 In addition, the sliding plate 52 of the rubber waterproofing member 50 slides along the inner guide rail 53, or the pleated portion of the rubber waterproofing plate 51 is deformed to deal with a problem caused by an earthquake. Prevents foreign material from entering. Furthermore, since the outer guide rail 54 is fixed by an adhesive, it can be easily installed and disassembled.

本発明を特定の例示的な実施形態を参照して説明したが、本発明は実施形態によって限定されるものではなく、添付請求項のみによって制限されるものとする。当業者であれば本発明の範囲及び趣旨から逸脱することなく実施形態の変更または修正を行えることは当然のことであろう。 Although the invention has been described with reference to specific exemplary embodiments, it is not intended that the invention be limited by the embodiments, but only by the appended claims. It will be appreciated by those skilled in the art that changes or modifications may be made to the embodiments without departing from the scope and spirit of the invention.

Claims (8)

耐震伸縮継手であって、橋梁または高架道路を構成する底版のうちの1つの底版の一端に装着するヒンジ軸支持部材と、その回動中心軸に沿って橋梁または高架道路の横方向に摺動するように前記ヒンジ軸支持部材に回動可能に接続し、その一端で前記ヒンジ軸支持部材にヒンジ結合されたヒンジ指板部材と、その一端で前記ヒンジ指板部材の他端に係合して、その間隙の変動に応じて前記底版相互間の隙間を補正する指板部材と、さらに、前記指板部材が橋梁または高架道路の横方向に摺動するように、1つの底版に接触する他の底版に固定されて前記指板部材を摺動自在に支持する指板支持部材と、を具備することを特徴とする耐震伸縮継手。 This is an earthquake-resistant expansion joint that slides in the lateral direction of the bridge or elevated road along the pivot axis of the hinge shaft support member attached to one end of one of the bottom slabs constituting the bridge or elevated road. A hinge finger plate member that is pivotally connected to the hinge shaft support member and is hinged to the hinge shaft support member at one end thereof, and is engaged with the other end of the hinge finger plate member at one end thereof. A finger plate member that corrects a gap between the bottom plates according to the variation of the gap, and further, the finger plate member contacts one bottom plate so that the finger plate member slides in a lateral direction of a bridge or an elevated road. A seismic expansion joint, comprising: a finger plate support member fixed to another bottom plate and slidably supporting the finger plate member. 請求項1の耐震伸縮継手であって、前記ヒンジ指板部材は、前記ヒンジ軸支持部材よって回動可能かつ摺動自在に支持されて回動中心軸を形成する回動軸部と、前記底版相互間の隙間を覆うように延出してその他端で前記指板部材に係合するように指部を形成するヒンジ指部と、を具備することを特徴とする耐震伸縮継手。 2. The earthquake-resistant expansion joint according to claim 1, wherein the hinge finger plate member is rotatably and slidably supported by the hinge shaft support member to form a rotation center axis, and the bottom plate. And a hinge finger portion that extends so as to cover a gap between them and forms a finger portion so as to engage with the finger plate member at the other end. 請求項2の耐震伸縮継手であって、前記回動軸部は前記ヒンジ軸支持部材に形成されたヒンジ溝に挿入されるように前記ヒンジ指板部材から分離し、かつ、ボルトが前記回動軸部と前記ヒンジ軸支持部材とに対して締め付けられて前記回動軸を前記ヒンジ軸支持部材に接続することを特徴とする耐震伸縮継手。 3. The earthquake-resistant expansion joint according to claim 2, wherein the pivot shaft portion is separated from the hinge finger plate member so as to be inserted into a hinge groove formed in the hinge shaft support member, and a bolt is pivoted. An earthquake-resistant expansion joint, wherein the pivot shaft is fastened to a shaft portion and the hinge shaft support member to connect the rotating shaft to the hinge shaft support member. 請求項1の耐震伸縮継手であって、指部が前記ヒンジ指板部材のヒンジ指部に係合するように前記指板部材の一端から突出し、かつレール部が前記指板支持部材によって摺動自在に支持されるように段差状に他端から突出することを特徴とする耐震伸縮継手。 2. The earthquake-resistant expansion joint according to claim 1, wherein the finger portion projects from one end of the finger plate member so that the finger portion engages with the hinge finger portion of the hinge finger plate member, and the rail portion slides with the finger plate support member. An earthquake-resistant expansion joint that protrudes from the other end in a stepped manner so as to be freely supported. 請求項4の耐震伸縮継手であって、前記指板支持部材は、前記底版に固定された固定板と、前記レール部に係合するガイド部を有して前記レール部を摺動自在に支持し、かつボルトによって前記固定板に固定されたガイドブロックと、さらに、前記ボルト締め付けによって前記ガイドブロックが固定される前記底版に固定された固定ブッシングと、を具備することを特徴とする耐震伸縮継手。 5. The earthquake-resistant expansion joint according to claim 4, wherein the fingerboard support member includes a fixed plate fixed to the bottom plate and a guide portion that engages with the rail portion, and slidably supports the rail portion. And a guide block fixed to the fixed plate by a bolt, and a fixed bushing fixed to the bottom plate to which the guide block is fixed by tightening the bolt. . 請求項1〜5の任意の一項に係る耐震伸縮継手であって、前記指板部材と前記指板支持部材との間に介在し、通過する車両によって生じる振動と雑音を吸収する防振部材と、前記防振部材と前記指板部材との間に装着されて前記指板部材を容易に摺動させ、かつ雨水に起因する腐食を防止する防腐板と、をさらに具備することを特徴とする耐震伸縮継手。 6. The earthquake-proof expansion joint according to any one of claims 1 to 5, wherein the vibration-proof member is interposed between the finger plate member and the finger plate support member and absorbs vibration and noise generated by a passing vehicle. And an antiseptic plate that is mounted between the vibration isolating member and the finger plate member to easily slide the finger plate member and prevent corrosion caused by rainwater. Seismic expansion joint. 請求項1〜5の任意の一項に係る耐震伸縮継手であって、前記ヒンジ指板部材と前記指板部材とはそれぞれその長手方向に複数に分割され、前記ヒンジ指板部材の両端と前記指板部材とは、ボルトによって締め付けられた接続部材によって接続され、さらに、挿入溝が、前記接続部材を挿入するように、前記ヒンジ指板部材と前記指板部材とに形成されることを特徴とする耐震伸縮継手。 The earthquake-resistant expansion joint according to any one of claims 1 to 5, wherein the hinge fingerboard member and the fingerboard member are each divided into a plurality in the longitudinal direction thereof, and both ends of the hinge fingerboard member and the The fingerboard member is connected by a connecting member tightened by a bolt, and an insertion groove is formed in the hinge fingerboard member and the fingerboard member so as to insert the connecting member. Seismic expansion joint. 前記底版相互間に介在されて雨水や異物を回収するゴム防水部材をさらに具備する請求項1〜5の任意の一項に係る耐震伸縮継手であって、前記ゴム防水部材は、板形状を形成するようにゴム材からなり、その両端に拡大断面を有するフックを備えるゴム防水板と、前記ゴム防水板のフックを取り囲んで摩擦力を軽減する摺動板と、前記摺動板を摺動自在に取り囲んで前記底版の横方向に配置される内側ガイドレールと、さらに、段差なしに前記内側ガイドレールの接続部を固定的に接続し、接着剤によって前記底版の両側面に付着する外側ガイドレールと、を含むことを特徴とする耐震伸縮継手。 The seismic expansion joint according to any one of claims 1 to 5, further comprising a rubber waterproofing member interposed between the bottom plates and collecting rainwater and foreign matter, wherein the rubber waterproofing member forms a plate shape. The rubber waterproof plate is provided with a hook having an enlarged cross section at both ends thereof, a sliding plate that surrounds the hook of the rubber waterproof plate and reduces the frictional force, and the sliding plate is slidable. An inner guide rail that is disposed in the lateral direction of the bottom slab, and is connected to both side surfaces of the bottom slab with an adhesive by connecting a connecting portion of the inner guide rail without a step. And an earthquake-resistant expansion joint characterized by including.
JP2009522712A 2006-07-31 2007-07-27 Seismic expansion joint Expired - Fee Related JP4966439B2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
KR10-2006-0071878 2006-07-31
KR1020060071878A KR100743044B1 (en) 2006-07-31 2006-07-31 Earthquake-resistant expansion joint
PCT/KR2007/003631 WO2008016241A1 (en) 2006-07-31 2007-07-27 Earthquake-resistant expansion joint

Publications (2)

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JP2012246681A (en) * 2011-05-27 2012-12-13 East Nippon Expressway Co Ltd Method of installing expansion spacing cut-off material of divided steel expansion device and cut-off band used therefor
JP2016020587A (en) * 2014-07-15 2016-02-04 日本車輛製造株式会社 Bridge floor slab connection method for road bridge
JP2016020588A (en) * 2014-07-15 2016-02-04 日本車輛製造株式会社 Bridge floor slab connection structure for road bridge
JP2020180486A (en) * 2019-04-25 2020-11-05 株式会社 クリテック工業 Expansion part for road bridge and expansion device having the expansion part

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CN101942798A (en) * 2010-09-25 2011-01-12 杨永强 Omnibearing self-adapting pectinate expansion device
CN102392412B (en) * 2011-10-08 2016-01-06 西安万向交通科技有限公司 The bridge extension joint of a kind of meeting requirements on three-dimensional displacement and distortion of making a concerted effort
CN103711074B (en) * 2013-12-31 2015-05-20 成都市新筑路桥机械股份有限公司 Gapless-type large-displacement highway foot-bridge expansion device
KR101610141B1 (en) * 2015-09-15 2016-04-08 진형건설(주) expansion and contraction joint apparatus for bridge
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KR102186015B1 (en) * 2020-03-31 2020-12-03 주식회사 아르코건설 Expansion and contraction joint apparatus for bridge and construction method of the apparatus
CN111705641A (en) * 2020-07-01 2020-09-25 西安华盾工程科技有限公司 Bridge expansion device with horizontally-rotatable fixed end

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JP2012246681A (en) * 2011-05-27 2012-12-13 East Nippon Expressway Co Ltd Method of installing expansion spacing cut-off material of divided steel expansion device and cut-off band used therefor
JP2016020587A (en) * 2014-07-15 2016-02-04 日本車輛製造株式会社 Bridge floor slab connection method for road bridge
JP2016020588A (en) * 2014-07-15 2016-02-04 日本車輛製造株式会社 Bridge floor slab connection structure for road bridge
JP2020180486A (en) * 2019-04-25 2020-11-05 株式会社 クリテック工業 Expansion part for road bridge and expansion device having the expansion part
JP7289447B2 (en) 2019-04-25 2023-06-12 株式会社 クリテック工業 Telescopic section for road bridge and expansion device having the telescopic section

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KR100743044B1 (en) 2007-07-26
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