JP2007205113A - Connecting device for structure - Google Patents

Connecting device for structure Download PDF

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JP2007205113A
JP2007205113A JP2006027894A JP2006027894A JP2007205113A JP 2007205113 A JP2007205113 A JP 2007205113A JP 2006027894 A JP2006027894 A JP 2006027894A JP 2006027894 A JP2006027894 A JP 2006027894A JP 2007205113 A JP2007205113 A JP 2007205113A
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shaft
connecting member
bracket
axis
tensile
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JP4794309B2 (en
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Hiroshi Kibe
洋 木部
Hiroyuki Suemune
弘之 末宗
Norikazu Fujita
憲和 藤田
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SE Corp
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SE Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To freely adjust the erection angle of a tension member to a bracket and to allow the tension member to follow the change of the erection angle in spite of simple structure in a connecting device impeding the relative displacement, exceeding a fixed quantity, of an upper structure to a lower structure or to another upper structure between the upper structure and the lower structure displaceable relative to each other, or between the upper structures. <P>SOLUTION: The connecting device 1 is composed of a bracket 2 fixed to the upper structure or the lower structure 10; an intermediate part connecting member 4 connected rotatably around a shaft 3 parallel with a fixed surface; and an end connecting member 6 connected rotatably around a shaft 5 in a direction to intersect the shaft 3, while the end of the tension member 7 erected between the upper structure and lower structure 10 or between the upper structures is connected to the end connecting member 6. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は構造的に分離した上部構造と下部構造との間、または上部構造間において上部構造の下部構造に対する、または他の上部構造に対する相対変位量を制限する構造物の連結装置に関するものである。   The present invention relates to a connecting device for a structure that limits a relative displacement amount between a structurally separated superstructure and a substructure, or between superstructures with respect to a substructure of the superstructure or with respect to another superstructure. .

例えば図4に示す落橋防止装置のような連結装置は構造的に分離した橋桁と橋脚、または隣接する橋桁間等、上部構造と下部構造との間、または上部構造間に架設され、下部構造に対する、または他の上部構造に対する上部構造の相対変位の量を一定範囲内に制限する機能を有する。連結装置は具体的には上部構造と下部構造間、または上部構造間に架設されるPC鋼材(ケーブル)等の引張材の端部を上部構造や下部構造に連結するためのブラケットを備え、前記相対変位時に引張材に引張力を負担させることにより上部構造の相対変位量を制限する(特許文献1参照)。   For example, a connecting device such as a fallen bridge prevention device shown in FIG. 4 is constructed between the upper structure and the lower structure, or between the upper structures, such as between structurally separated bridge girders and piers, or between adjacent bridge girders. Or a function of limiting the amount of relative displacement of the superstructure with respect to the other superstructure within a certain range. Specifically, the connecting device includes a bracket for connecting an end of a tensile material such as a PC steel (cable) constructed between the upper structure and the lower structure or between the upper structures to the upper structure or the lower structure, The relative displacement amount of the superstructure is limited by applying a tensile force to the tensile material at the time of relative displacement (see Patent Document 1).

この連結装置(変位量制限装置)のブラケットは引張材が相対変位時にも架設状態を維持できるように予め向きが調整された状態で上部構造や下部構造に固定されるが、上部構造と下部構造間の相対変位時には引張材の架設角度が変化するため、この角度の変化に引張材が追従できるように引張材に連結される必要がある。   The bracket of this coupling device (displacement amount limiting device) is fixed to the upper structure or lower structure with the orientation adjusted in advance so that the tensioned material can be maintained even when the tensile material is relatively displaced. Since the installation angle of the tensile material changes at the time of relative displacement between them, it is necessary to be connected to the tensile material so that the tensile material can follow the change in the angle.

架設角度の変化に引張材を追従させるには、ブラケットに対する引張材の架設角度を自由に設定、あるいは調整できるように引張材をブラケットに支持させることが必要であり、具体的には引張材をブラケットに対して水平軸及び鉛直軸の回りに一定量以上、回転自在に支持させる必要がある(特許文献2参照)。   In order for the tension member to follow the change in the erection angle, it is necessary to support the tension member on the bracket so that the erection angle of the tension member relative to the bracket can be freely set or adjusted. It is necessary to support the bracket rotatably about a certain amount around the horizontal axis and the vertical axis (see Patent Document 2).

特開平9−053205号公報(請求項1、段落0019〜0048、図1〜図10)JP-A-9-053205 (Claim 1, paragraphs 0019 to 0048, FIGS. 1 to 10) 特開平9−158118号公報(請求項1、段落0021〜0029、図1〜図3)JP-A-9-158118 (Claim 1, paragraphs 0021 to 0029, FIGS. 1 to 3)

特許文献2の方法によれば、ケーブルの端部が定着される支圧板に連結される揺動アームをアーム連結ブロックに対し、鉛直軸回りに回転自在に連結し、アーム連結ブロックをブラケット(ケーブル連結金具)に対し、水平軸回りに回転自在に連結することで、ブラケットの固定面に対してケーブルを傾斜させて架設することと、傾斜角度の変化にケーブルを追従させることを可能にしている。   According to the method of Patent Document 2, a swing arm connected to a pressure bearing plate to which an end of a cable is fixed is connected to an arm connection block so as to be rotatable about a vertical axis, and the arm connection block is attached to a bracket (cable By connecting to the brackets so as to be rotatable about the horizontal axis, it is possible to install the cable by inclining it with respect to the fixed surface of the bracket and to follow the change in the inclination angle. .

しかしながら、特許文献2では2本の揺動アーム5,5を一対で使用していることから(請求項1)、揺動アーム5に直接ケーブル11を接続することができないため、必ず揺動アーム5,5の先端位置にケーブル11を接続するための部材(支圧板7)を配置しなければならない。いずれか一方の揺動アーム5にケーブル11を連結すれば偏心による曲げモーメントが揺動アーム5に発生することにもなる。逆にケーブル11の軸と揺動アーム5の軸が同一線上にないため、揺動アーム5,5を2本で対にすることが不可欠になっている。   However, in Patent Document 2, since the two swing arms 5 and 5 are used as a pair (Claim 1), the cable 11 cannot be directly connected to the swing arm 5, and therefore the swing arm must be used. A member (supporting plate 7) for connecting the cable 11 must be disposed at the tip positions of 5 and 5. If the cable 11 is connected to any one of the swing arms 5, a bending moment due to eccentricity is also generated in the swing arm 5. Conversely, since the axis of the cable 11 and the axis of the swing arm 5 are not on the same line, it is indispensable to pair the swing arms 5 and 5 with each other.

本発明は上記背景より、簡素な構造でありながら、ブラケットに対する引張材の架設角度を自由に調整可能にし、また引張材を架設角度の変化に追従可能にする連結装置を提案するものである。   The present invention proposes a connecting device that can freely adjust the erection angle of the tension member with respect to the bracket and can follow the change in the erection angle while having a simple structure.

請求項1に記載の発明の構造物の連結装置は、互いに相対変位可能な上部構造と下部構造との間、または上部構造間において、上部構造、または下部構造に固定されるブラケットと、このブラケットに、その固定面に平行な軸の回りに回転自在に連結される中間部連結材と、この中間部連結材に、前記軸に交差する方向の軸の回りに回転自在に連結され、前記上部構造と下部構造との間、または上部構造間に架設される引張材の端部が接続される端部連結材とを備えることを構成要件とする。引張材の端部はその素材や形態に応じ、端部連結材に直接、またはスリーブ等を介して間接的に連結される。ブラケットの固定面とは、ブラケットの上部構造、または下部構造側の面、もしくは表面を言う。   According to a first aspect of the present invention, there is provided a connecting device for a structure, including a bracket fixed to an upper structure or a lower structure between an upper structure and a lower structure that can be displaced relative to each other or between upper structures, and the bracket. An intermediate connecting member connected rotatably about an axis parallel to the fixed surface, and an intermediate connecting member connected to the intermediate connecting member rotatably about an axis in a direction intersecting the axis, It is a constituent requirement to include an end connecting member to which an end of a tensile member laid between the structure and the lower structure or between the upper structures is connected. The end portion of the tension member is connected directly to the end connection member or indirectly through a sleeve or the like according to the material or form. The bracket fixing surface refers to the upper structure or the lower structure side surface or surface of the bracket.

引張材の端部が端部連結材に連結され、端部連結材が中間部連結材に、中間部連結材がブラケットにそれぞれ連結されることで、軸を除けば連結装置が3種類の部品で成立するため、連結装置の構成が簡素化される。部品数の削減により製作コストの節減が図られ、現場での組み立て作業性が向上する。   The end of the tension member is connected to the end connecting member, the end connecting member is connected to the intermediate connecting member, and the intermediate connecting member is connected to the bracket. Therefore, the configuration of the coupling device is simplified. By reducing the number of parts, manufacturing costs can be reduced, and assembly workability on site can be improved.

上部構造、または下部構造へのブラケットの固定面はブラケットの設置位置や設置面によって決まり、鉛直面の場合と水平面の場合の他、いずれかに対して傾斜した面の場合がある。いずれの場合も、中間部連結材はブラケットに対し、固定面に平行な軸の回り、すなわち鉛直軸、もしくは水平軸、あるいはこれらに対して傾斜した軸の回りに回転自在に連結される。   The fixing surface of the bracket to the upper structure or the lower structure is determined by the installation position and the installation surface of the bracket, and may be a vertical surface, a horizontal surface, or a surface inclined with respect to either. In any case, the intermediate connecting member is connected to the bracket so as to be rotatable about an axis parallel to the fixed surface, that is, a vertical axis, a horizontal axis, or an axis inclined with respect to these.

端部連結材を中間部連結材に連結する軸(端部連結材の軸)は中間部連結材をブラケットに連結する軸(中間部連結材の軸)に対して直交する方向等、交差する方向を向き、中間部連結材と端部連結材がそれぞれの軸の回りに回転自在であることと併せ、引張材はブラケットに対して交差する2方向、すなわち鉛直軸と水平軸の回りに回転自在に連結されることになる。例えば中間部連結材の軸が鉛直軸である場合に、端部連結材の軸がその軸に直交する場合には、端部連結材の軸は水平軸となる。   The shaft that connects the end connecting member to the intermediate connecting member (the shaft of the end connecting member) intersects with the axis that connects the intermediate connecting member to the bracket (the axis of the intermediate connecting member). Orientation direction, the middle and end couplings are rotatable around their respective axes, and the tensile material rotates in two directions intersecting the bracket, ie, the vertical and horizontal axes It will be connected freely. For example, when the axis of the intermediate connecting member is a vertical axis and the axis of the end connecting member is orthogonal to the axis, the axis of the end connecting member is a horizontal axis.

引張材が2方向に回転自在であることで、ブラケットに対する引張材の架設角度が自由に調整可能となり、また引張材はそれが跨る上部構造と下部構造間、または上部構造間の相対変位に伴う架設角度の変化に追従可能となる。   The tensile material can be rotated in two directions, so that the installation angle of the tensile material with respect to the bracket can be freely adjusted, and the tensile material is associated with the relative displacement between the upper structure and the lower structure, or between the upper structures. It is possible to follow changes in the installation angle.

また中間部連結材がブラケットの固定面に平行な軸(中間部連結材の軸)の回りに回転自在であることで、後述の請求項3のように端部連結材を介して連結される引張材の材軸の延長線を回転軸(中間部連結材の軸)上で交わらせることができるため、引張材からの引張力を負担したときに、中間部連結材自身が曲げモーメントを受けないようにすることができる。中間部連結材が固定面に垂直な軸の回りに回転自在である場合には、その軸の延長線上で中間部連結材に端部連結材を連結することができないか、難しくなるため、引張材の材軸と軸との間に偏心が生じ、引張材からの引張力により曲げモーメントを負担することになる。   Further, since the intermediate portion connecting member is rotatable around an axis parallel to the fixing surface of the bracket (an intermediate portion connecting member axis), the intermediate portion connecting member is connected via the end connecting member as described in claim 3 described later. Since the extension line of the tensile material shaft can be crossed on the rotation axis (intermediate connecting material axis), when the tensile force from the tensile material is applied, the intermediate connecting material itself receives a bending moment. Can not be. If the intermediate connecting member is rotatable about an axis perpendicular to the fixed surface, the end connecting member cannot be connected to the intermediate connecting member on the extension line of the shaft, or it becomes difficult. Eccentricity occurs between the material shafts of the material, and the bending moment is borne by the tensile force from the tensile material.

請求項2に記載の発明は請求項1に記載の連結装置において、引張材の材軸の延長線が、端部連結材を中間部連結材に回転自在に連結する軸の材軸上に位置していることを構成要件とする。この場合、引張材の材軸の延長線が、端部連結材の軸の材軸上に位置することで、引張材に作用する引張力が端部連結材の軸の中心に作用する。   According to a second aspect of the present invention, in the connecting device according to the first aspect, the extension line of the material shaft of the tensile material is located on the material shaft of the shaft that rotatably connects the end connecting material to the intermediate connecting material. Is a constituent requirement. In this case, the extension line of the material shaft of the tensile member is positioned on the material shaft of the shaft of the end connecting member, so that the tensile force acting on the tensile member acts on the center of the shaft of the end connecting member.

従って引張材の材軸の延長線が端部連結材を連結する軸の材軸上に位置しない場合の偏心モーメントが端部連結材に作用することがなく、偏心が存在する場合のような大きさの断面を端部連結材に与える必要がない。例えば特許文献2のように引張材の材軸が揺動アームの材軸上にない場合には両者をつなぐ支圧板に偏心モーメントが作用するのに対し、請求項2ではそのような事態が発生しない。   Therefore, the eccentric moment when the extension line of the material shaft of the tensile material is not located on the material shaft of the shaft connecting the end connecting material does not act on the end connecting material, and is as large as when there is eccentricity. It is not necessary to give the end connecting member a cross section. For example, when the material axis of the tensile material is not on the material axis of the swing arm as in Patent Document 2, an eccentric moment acts on the bearing plate connecting the two, whereas such a situation occurs in claim 2 do not do.

請求項3に記載の発明は請求項1、もしくは請求項2に記載の連結装置において、引張材の材軸の延長線が、中間部連結材をブラケットに回転自在に連結する軸(中間部連結材の軸)の材軸上に位置していることを構成要件とする。この場合、引張材の材軸の延長線が、中間部連結材の軸の材軸上に位置することで、引張材に作用する引張力が中間部連結材の軸の中心に作用する。   According to a third aspect of the present invention, there is provided the connecting device according to the first or second aspect, wherein the extension line of the material shaft of the tensile material is a shaft (intermediate portion connection) that rotatably connects the intermediate portion connection material to the bracket. It is a constituent requirement that it is located on the material axis of the material axis. In this case, the extension line of the material shaft of the tensile material is positioned on the material shaft of the shaft of the intermediate connecting member, so that the tensile force acting on the tensile material acts on the center of the shaft of the intermediate connecting material.

従って引張材の材軸の延長線が中間部連結材の軸の材軸上に位置しない場合の偏心モーメントが中間部連結材に作用することがなく、偏心が存在する場合のような大きさの断面を中間部連結材に与える必要がない。 Therefore, the eccentric moment when the extension line of the tensile material shaft is not located on the shaft of the intermediate connecting member does not act on the intermediate connecting member, and the size is as large as when there is eccentricity. It is not necessary to give a cross section to the intermediate part connecting material.

請求項2において、引張材の材軸の延長線が、中間部連結材の軸の材軸上に位置する場合には、端部連結材と中間部連結材の断面、すなわち寸法、または規模を最小に抑えることができるため、端部連結材と中間部連結材を合わせた質量も最小に抑えられる。   In claim 2, when the extension line of the material axis of the tensile material is located on the material axis of the shaft of the intermediate connecting member, the cross section, that is, the size or the scale of the end connecting material and the intermediate connecting material is set. Since it can suppress to the minimum, the mass which combined the edge part connection material and the intermediate part connection material is also suppressed to the minimum.

請求項4に記載の発明は請求項1乃至請求項3にいずれかに記載の連結装置において、引張材の材軸がブラケットのベースプレートに交差していることを構成要件とする。ブラケットは上部構造、または下部構造に直接固定されるベースプレートを有することから、引張材の材軸の延長線がベースプレートに交差する範囲にあることで、ベースプレートに作用する曲げモーメントを低減することが可能になる。   According to a fourth aspect of the present invention, in the connecting device according to any one of the first to third aspects, the tensile shaft has a material axis that intersects the base plate of the bracket. Since the bracket has a base plate that is directly fixed to the upper structure or the lower structure, it is possible to reduce the bending moment acting on the base plate when the extension line of the tensile material axis is in the range that intersects the base plate become.

引張材からの引張力は端部連結材と中間部連結材を通じてブラケットに伝達され、ブラケットを介して上部構造、または下部構造で負担されるが、請求項4では引張材の材軸がブラケットのベースプレートに直交する等、交差していることで、引張材からの引張力によってブラケットの固定面に作用する曲げモーメントを低減することが可能であり、それに伴い、ブラケットの断面を低減することが可能になる。   The tensile force from the tensile member is transmitted to the bracket through the end connecting member and the intermediate connecting member, and is borne by the upper structure or the lower structure through the bracket. It is possible to reduce the bending moment that acts on the fixed surface of the bracket due to the tensile force from the tensile material by crossing, such as perpendicular to the base plate, and accordingly the cross section of the bracket can be reduced. become.

特許文献2のようにブラケットのベースプレートと引張材の材軸が平行に近い状態で使用される場合には、引張材の材軸がベースプレートと同一面にない限り、ベースプレートに、ブラケットに支持される軸から曲げモーメントが作用する。これに対し、ブラケットのベースプレートと引張材の材軸が例えば直交していれば、ベースプレートに、ブラケットに支持される引張材から曲げモーメントが作用することはない。直交でなくとも交差していれば、ベースプレートには引張材からの引張力の、ベースプレートに平行な成分が曲げモーメントを生じさせるに過ぎず、ベースプレートに垂直な成分は曲げモーメントを生じさせないため、ベースプレートと引張材の材軸が平行に近い場合より曲げモーメントが低減されることになる。   When used in a state in which the base plate of the bracket and the material axis of the tensile material are nearly parallel as in Patent Document 2, the base plate is supported by the bracket as long as the material axis of the tensile material is not flush with the base plate. A bending moment acts from the shaft. On the other hand, if the base plate of the bracket and the material axis of the tensile material are orthogonal to each other, for example, a bending moment does not act on the base plate from the tensile material supported by the bracket. If the crossing is not orthogonal, the base plate will only generate a bending moment of the tensile force from the tensile material parallel to the base plate, and the vertical component of the base plate will not generate a bending moment. As a result, the bending moment is reduced as compared with the case where the axis of the tensile material is nearly parallel.

請求項4において、引張材の材軸の延長線が、端部連結材を中間部連結材に連結する軸(端部連結材の軸)の材軸上に位置し、且つ引張材の材軸の延長線が、中間部連結材をブラケットに連結する軸(中間部連結材の軸)の材軸上に位置する場合には、端部連結材と中間部連結材の断面を最小に抑えた上で、ブラケットの断面を抑えることができるため、連結装置全体の質量を最小に抑えることが可能である。   5. The tension material axis according to claim 4, wherein the extension line of the tension material axis is located on the axis of the axis (the end connection material axis) connecting the end coupling material to the intermediate coupling material. When the extension line is positioned on the material axis of the shaft that connects the intermediate connecting member to the bracket (the shaft of the intermediate connecting member), the cross section of the end connecting member and the intermediate connecting member is minimized. Since the cross section of a bracket can be suppressed above, it is possible to minimize the mass of the whole coupling device.

上記の通り、本発明では連結装置を上部構造、または下部構造に固定されるブラケットと、ブラケットに、その固定面に平行な軸の回りに回転自在に連結される中間部連結材と、中間部連結材に、前記軸に交差する方向の軸の回りに回転自在に連結され、引張材の端部が接続される端部連結材から構成することで、連結装置を3種類の部品で成立させることができるため、連結装置の構成を簡素化することができ、部品数の削減により製作コストの節減と現場での組み立て作業性の向上を図ることができる。   As described above, in the present invention, the bracket is fixed to the upper structure or the lower structure in the present invention, the intermediate part connecting member is rotatably connected to the bracket around an axis parallel to the fixing surface, and the intermediate part. The coupling device is composed of three types of parts by being composed of an end coupling material that is coupled to the coupling material so as to be rotatable about an axis that intersects the axis, and to which an end of the tensile material is connected. Therefore, the configuration of the coupling device can be simplified, and the reduction in the number of parts can reduce the manufacturing cost and improve the assembly workability at the site.

また中間部連結材はブラケットの固定面に平行な軸の回りに回転自在に連結され、端部連結材を中間部連結材に連結する軸は中間部連結材をブラケットに連結する軸に対して交差する方向を向くことで、引張材がブラケットに対して交差する2方向に回転自在に連結されるため、ブラケットに対する引張材の架設角度を自由に調整することができ、また引張材を架設角度の変化に追従させることができる。   The intermediate connecting member is rotatably connected around an axis parallel to the fixed surface of the bracket, and the shaft connecting the end connecting member to the intermediate connecting member is relative to the shaft connecting the intermediate connecting member to the bracket. By facing the intersecting direction, the tensile material is rotatably connected to the two directions intersecting the bracket, so the tensioning angle of the tensioning material relative to the bracket can be adjusted freely, and the tensioning material can be It can be made to follow the change of.

以下、図面を用いて本発明を実施するための最良の形態を説明する。   Hereinafter, the best mode for carrying out the present invention will be described with reference to the drawings.

本発明は図1、図3に示すように上部構造、または下部構造10に固定されるブラケット2と、ブラケット2に、その固定面に平行な軸3の回りに回転自在に連結される中間部連結材4と、中間部連結材4に、前記軸3に交差する方向の軸5の回りに回転自在に連結され、引張材7の端部が接続される端部連結材6とを備える構造物の連結装置1である。引張材7は上部構造と下部構造10との間、または上部構造間に架設され、連結装置1は引張材7の両端部のそれぞれに設置される。   As shown in FIGS. 1 and 3, the present invention includes a bracket 2 fixed to an upper structure or a lower structure 10, and an intermediate portion connected to the bracket 2 so as to be rotatable around an axis 3 parallel to the fixing surface. A structure comprising a connecting member 4 and an end connecting member 6 connected to the intermediate connecting member 4 so as to be rotatable about an axis 5 in a direction intersecting the shaft 3 and to which an end of the tension member 7 is connected. It is the connection apparatus 1 of a thing. The tension member 7 is installed between the upper structure and the lower structure 10 or between the upper structures, and the connecting device 1 is installed at each end of the tension member 7.

上部構造と下部構造10は構造物において、地震時や強風時に互いに相対変位可能な程度に免震支承や転がり、もしくは滑り支承等を介して構造的に分離した構造体であり、下部構造10が橋脚や橋台であれば、上部構造は橋桁や床版であり、下部構造10が基礎であれば、上部構造は基礎上の構造物等である。相対変位には上部構造と下部構造10間、または上部構造間の対向する方向の変位の他、相対回転変位が含まれる。   The upper structure and the lower structure 10 are structurally separated structures through seismic isolation bearings, rolling or sliding bearings, etc., to the extent that they can be displaced relative to each other during an earthquake or strong wind. If it is a pier or abutment, the upper structure is a bridge girder or a floor slab, and if the lower structure 10 is a foundation, the upper structure is a structure on the foundation. The relative displacement includes a relative rotational displacement in addition to a displacement in a facing direction between the upper structure and the lower structure 10 or between the upper structures.

連結装置1は下部構造10としての橋脚や橋台と、上部構造としての橋桁や床版との間に架設されたときに落橋防止装置として用いられるが、用途はこれには限られない。例えば吊り橋や斜張橋等においてケーブルから橋桁等を吊り支持する部位等、前記相対変位時に引張力を負担することにより一定量を超える相対変位を拘束する機能が発揮される任意の部位に使用される。   The connecting device 1 is used as a falling-bridge prevention device when it is installed between a bridge pier or abutment as the lower structure 10 and a bridge girder or floor slab as the upper structure, but the application is not limited to this. For example, in suspension bridges and cable-stayed bridges, etc., it is used for any part where the function of restraining relative displacement exceeding a certain amount is exerted by bearing tensile force at the time of relative displacement, such as parts for supporting bridge girders etc. from cables. The

ブラケット2は上部構造、または下部構造10にアンカーやアンカーボルト等の定着材9により固定されるベースプレート2aと、ベースプレート2aの表面に、それに垂直な面をなして溶接やボルト等により固定される受けプレート2bからなり、ベースプレート2aの表面にはその補強のためと受けプレート2bの転倒防止のためのリブプレート2cが突設される。   The bracket 2 includes a base plate 2a fixed to the upper structure or the lower structure 10 by a fixing material 9 such as an anchor or an anchor bolt, and a receiver fixed to the surface of the base plate 2a by welding, bolts, or the like in a plane perpendicular thereto. A rib plate 2c is provided on the surface of the base plate 2a to reinforce the plate 2b and to prevent the receiving plate 2b from toppling over.

ベースプレート2aには上部構造、または下部構造10に固定されるための前記定着材9が挿通する定着孔2dが明けられ、受けプレート2bには中間部連結材4を支持する軸3が挿通する挿通孔2eが形成される。上部構造、または下部構造10に固定されるベースプレート2aの背面、または表面がブラケット2の固定面になる。   The base plate 2a is provided with a fixing hole 2d through which the fixing material 9 to be fixed to the upper structure or the lower structure 10 is inserted, and the receiving plate 2b is inserted through which the shaft 3 supporting the intermediate connecting member 4 is inserted. Hole 2e is formed. The back surface or the surface of the base plate 2 a fixed to the upper structure or the lower structure 10 becomes a fixing surface of the bracket 2.

中間部連結材4は軸3が挿通する挿通孔4cを有する挿通部4aと、この挿通部4aに一体化し、または一体性に接合され、軸5が挿通する挿通孔4dを有する連結部4bを持ち、連結部4bに端部連結材6が連結される。挿通部4aと連結部4bが一体化する場合、中間部連結材4は鋳造、鍛造等により成型される。   The intermediate portion connecting member 4 includes an insertion portion 4a having an insertion hole 4c through which the shaft 3 is inserted, and a connection portion 4b having an insertion hole 4d through which the shaft 5 is inserted. The end connecting member 6 is connected to the connecting portion 4b. When the insertion part 4a and the connection part 4b are integrated, the intermediate part connection material 4 is formed by casting, forging, or the like.

端部連結材6は軸5が挿通する挿通孔6cを有する挿通部6aと、この挿通部6aに一体化し、または一体性に接合され、引張材7が螺合や充填材の充填等により接続される筒状の接続部6bを持つ。図1に示すように引張材7が螺合により接続される場合は接続部6bに雌ねじの切られたねじ孔6dが形成され、接着剤やモルタル等の充填材により接続される場合は接続部6bに引張材7が挿入される挿通孔が形成される。端部連結材6も挿通部6aと接続部6bが一体化する場合、鋳造、鍛造等により成型される。 The end connecting member 6 is connected to an insertion portion 6a having an insertion hole 6c through which the shaft 5 is inserted, and is integrated with or integrally joined to the insertion portion 6a, and the tension member 7 is connected by screwing or filling with a filler. It has a cylindrical connection portion 6b. As shown in FIG. 1, when the tension member 7 is connected by screwing, a screw hole 6d having a female thread is formed in the connecting portion 6b, and when connecting by a filler such as an adhesive or mortar, the connecting portion An insertion hole into which the tensile material 7 is inserted is formed in 6b. The end connecting member 6 is also formed by casting, forging or the like when the insertion portion 6a and the connection portion 6b are integrated.

端部連結材6の挿通部6aは中間部連結材4の連結部4bに重なった状態で軸5により連結されるが、図面では引張材7からの引張力が端部連結材6から偏心して中間部連結材4に伝達されないよう、挿通部6aを2枚並列させ、挿通部6a、6aが連結部4bを挟み込めるようにしている。   The insertion portion 6a of the end connecting member 6 is connected to the connecting portion 4b of the intermediate connecting member 4 by the shaft 5, but in the drawing, the tensile force from the tensile member 7 is eccentric from the end connecting member 6. Two insertion parts 6a are juxtaposed so as not to be transmitted to the intermediate part connection material 4, and the insertion parts 6a, 6a sandwich the connection part 4b.

引張材7にはPC鋼棒、PC鋼より線等のPC鋼材の他、ガラスやグラファイト、アラミド、金属の繊維に樹脂材料を含浸させ、硬化させて棒状等に成形された繊維強化材料が使用され、端部には端部連結材6との接続のためのスリーブ等の継手8が圧着、または接着剤やモルタル等の接着により一体化させられる。継手8が端部連結材6の接続部6bに螺合する場合には図1に示すように継手8の表面に雄ねじが形成される。   The tensile material 7 is made of PC steel rod, PC steel material such as PC steel wire, and fiber reinforced material formed by impregnating resin material into glass, graphite, aramid, or metal fiber and curing it into a rod shape. Then, a joint 8 such as a sleeve for connection to the end connecting member 6 is integrated at the end by pressure bonding or adhesion such as an adhesive or mortar. When the joint 8 is screwed into the connecting portion 6b of the end connecting member 6, a male thread is formed on the surface of the joint 8 as shown in FIG.

図1、図3に示すように中間部連結材4は挿通部4aにおいてブラケット2の2枚の受けプレート2b、2b間に差し込まれ、受けプレート2bの挿通孔2eと挿通部4aの挿通孔4cを軸3が貫通することによりブラケット2に対し、その固定面に平行な軸3の回りに回転自在に連結される。図1ではブラケット2が上部構造、または下部構造10の鉛直面に固定される場合に対応し、固定面と軸3を鉛直方向に向けているが、水平方向に向ける場合もある。   As shown in FIGS. 1 and 3, the intermediate portion connecting member 4 is inserted between the two receiving plates 2b and 2b of the bracket 2 at the insertion portion 4a, and the insertion hole 2e of the receiving plate 2b and the insertion hole 4c of the insertion portion 4a. When the shaft 3 passes through the bracket 2, it is connected to the bracket 2 so as to be rotatable around the shaft 3 parallel to the fixed surface thereof. In FIG. 1, the bracket 2 is fixed to the vertical surface of the upper structure or the lower structure 10, and the fixed surface and the shaft 3 are oriented in the vertical direction, but may be oriented in the horizontal direction.

軸3には例えば図1に示すように両端部に雄ねじが切られたピンが使用され、ピンの、受けプレート2b、2bから突出した部分に座金を介してナット3aが締結されることにより中間部連結材4がブラケット2に対して回転自在に連結される。   For example, as shown in FIG. 1, a pin having male threads cut at both ends is used for the shaft 3, and a nut 3a is fastened to a portion of the pin protruding from the receiving plates 2b and 2b via a washer. The part connecting member 4 is rotatably connected to the bracket 2.

中間部連結材4の回転可能な角度は任意に設定されるが、軸3が鉛直軸の場合、図2−(a)に示すように引張材7の材軸方向に対して片側に付き、15°前後程度回転可能であれば足りる。中間部連結材4の回転可能な角度を制限する場合には、中間部連結材4が一定角度、回転したときにその連結部4bがリブプレート2cに接触するようにリブプレート4cを配置すればよい。   The rotatable angle of the intermediate connecting member 4 is arbitrarily set. However, when the shaft 3 is a vertical shaft, as shown in FIG. It is sufficient if it can rotate about 15 °. When limiting the angle at which the intermediate portion connecting member 4 can rotate, the rib plate 4c is arranged so that the connecting portion 4b contacts the rib plate 2c when the intermediate portion connecting member 4 rotates by a certain angle. Good.

端部連結材6は挿通部6a、6aにおいて中間部連結材4の連結部4bを挟み込むように突き合せられ、挿通部6aの挿通孔6cと連結部4bの挿通孔4dを軸5が貫通することにより中間部連結材4に対し、前記軸3に交差する方向の軸5の回りに回転自在に連結される。図1では軸3を鉛直面に向けていることに対応し、軸5を水平面に向けているが、鉛直面に向ける場合もある。   The end connecting member 6 is abutted so as to sandwich the connecting portion 4b of the intermediate connecting member 4 at the inserting portions 6a and 6a, and the shaft 5 passes through the inserting hole 6c of the inserting portion 6a and the inserting hole 4d of the connecting portion 4b. As a result, the intermediate connection member 4 is rotatably connected around the axis 5 in a direction intersecting the axis 3. In FIG. 1, the shaft 3 is directed to the vertical plane and the shaft 5 is directed to the horizontal plane, but may be directed to the vertical plane.

軸5には例えば図示するように端面に突起が突出したピンと、ピン側の面に突起が嵌合する孔を有する止めプレート5aが使用され、ピンの、挿通部6a、6aから突出した部分に止めプレート5aを嵌め込むことにより端部連結材6が中間部連結材4に対して回転自在に連結される。   As shown in the figure, for example, a pin having a protrusion protruding from the end face and a stop plate 5a having a hole in which the protrusion is fitted on the surface on the pin side are used for the shaft 5, and the pin protrudes from the insertion portions 6a and 6a. The end connecting member 6 is rotatably connected to the intermediate connecting member 4 by fitting the stop plate 5a.

端部連結材6の回転可能な角度も任意に設定されるが、軸5が水平軸の場合、図2−(b)に示すように引張材7の材軸方向に対して片側に付き、30°前後程度回転可能であれば足りる。端部連結材6の回転可能な角度を制限する場合には、端部連結材6が一定角度、回転したときにその挿通部6aが受けプレート2bに接触するように受けプレート2bを配置すればよい。   The rotatable angle of the end connecting member 6 is also arbitrarily set. However, when the shaft 5 is a horizontal axis, as shown in FIG. It is sufficient if it can be rotated about 30 °. When limiting the rotatable angle of the end connecting member 6, the receiving plate 2b is arranged so that the insertion portion 6a contacts the receiving plate 2b when the end connecting member 6 rotates by a certain angle. Good.

図3は図1に示す連結装置1の構成部材を組み立てた様子を示す。ここでは一方のブラケット2を下部構造10の側面に固定し、他方のブラケット2を上部構造に固定した場合の状況を示している。   FIG. 3 shows how the constituent members of the coupling device 1 shown in FIG. 1 are assembled. Here, a situation in which one bracket 2 is fixed to the side surface of the lower structure 10 and the other bracket 2 is fixed to the upper structure is shown.

連結装置の構成と組み立て要領を示した斜視図である。It is the perspective view which showed the structure and assembly point of the connection apparatus. (a)は中間部連結材の軸に対する中間部連結材の回転角度を示した斜視図、(b)は端部連結材の軸に対する端部連結材の回転角度を示した斜視図である。(A) is the perspective view which showed the rotation angle of the intermediate part connection material with respect to the axis | shaft of an intermediate part connection material, (b) is the perspective view which showed the rotation angle of the end part connection material with respect to the axis | shaft of an end part connection material. 図1に示す連結装置の使用状態を示した斜視図である。It is the perspective view which showed the use condition of the coupling device shown in FIG. 従来の連結装置の使用状態を示した斜視図である。It is the perspective view which showed the use condition of the conventional coupling device.

符号の説明Explanation of symbols

1………連結装置
2………ブラケット
2a……ベースプレート
2b……受けプレート
2c……リブプレート
2d……定着孔
2e……挿通孔
3………軸
3a……ナット
4………中間部連結材
4a……挿通部
4b……連結部
4c……挿通孔
4d……挿通孔
5………軸
5a……止めプレート
6………端部連結材
6a……挿通部
6b……接続部
6c……挿通孔
6d……ねじ孔
7………引張材
8………継手
9………定着材
10……下部構造
DESCRIPTION OF SYMBOLS 1 ... Connecting device 2 ... Bracket 2a ... Base plate 2b ... Receiving plate 2c ... Rib plate 2d ... Fixing hole 2e ... Insertion hole 3 ... Shaft 3a ... Nut 4 ... Intermediate part Connecting member 4a ... Inserting part 4b ... Connecting part 4c ... Inserting hole 4d ... Inserting hole 5 ... ... Shaft 5a ... Stop plate 6 ... ... End connecting member 6a ... Inserting part 6b ... Connecting part 6c: Insertion hole 6d: Screw hole 7: Tension material 8: Fitting 9: Fixing material 10: Substructure

Claims (4)

互いに相対変位可能な上部構造と下部構造との間、または上部構造間において、上部構造、または下部構造に固定されるブラケットと、このブラケットに、その固定面に平行な軸の回りに回転自在に連結される中間部連結材と、この中間部連結材に、前記軸に交差する方向の軸の回りに回転自在に連結され、前記上部構造と下部構造との間、または上部構造間に架設される引張材の端部が接続される端部連結材とを備えることを特徴とする構造物の連結装置。   A bracket fixed to the upper structure or the lower structure between the upper structure and the lower structure that can be displaced relative to each other or between the upper structures, and the bracket can be rotated about an axis parallel to the fixing surface. An intermediate connecting member to be connected, and the intermediate connecting member are rotatably connected around an axis in a direction intersecting the axis, and are installed between the upper structure and the lower structure or between the upper structures. And an end connecting member to which an end of the tensile member is connected. 引張材の材軸の延長線が、端部連結材を中間部連結材に回転自在に連結する軸の材軸上に位置していることを特徴とする請求項1に記載の構造物の連結装置。   2. The connecting structure according to claim 1, wherein an extension line of the material shaft of the tensile material is located on a material shaft of a shaft that rotatably connects the end connecting material to the intermediate connecting material. apparatus. 引張材の材軸の延長線が、中間部連結材をブラケットに回転自在に連結する軸の材軸上に位置していることを特徴とする請求項1、もしくは請求項2に記載の構造物の連結装置。   3. The structure according to claim 1, wherein an extension line of the material shaft of the tensile material is located on a material shaft of a shaft that rotatably connects the intermediate portion connecting material to the bracket. Coupling device. 引張材の材軸がブラケットのベースプレートに交差していることを特徴とする請求項1乃至請求項3にいずれかに記載の構造物の連結装置。
4. The connecting device for a structure according to claim 1, wherein a material axis of the tensile material intersects a base plate of the bracket.
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101198453B1 (en) 2010-11-09 2012-11-06 박경룡 Cable Anchoring System in Bridge
KR101392874B1 (en) * 2013-02-13 2014-05-08 인하대학교 산학협력단 Accessary for cable rupture test on cable bridge
CN103882805A (en) * 2014-04-15 2014-06-25 广州市设计院 Pedestrian overcrossing with pulling and crushing resistant support structure
KR101414219B1 (en) * 2014-01-06 2014-07-02 박정환 Highly accurate cable fixing device for bridge using cable
JP2017223032A (en) * 2016-06-15 2017-12-21 ショーボンド建設株式会社 Anchorage fitting for bridge fall prevention device and method of manufacturing the same
KR101829592B1 (en) 2017-11-29 2018-02-19 정진우 Multi-performance seismic isolation apparatus
JP2018178475A (en) * 2017-04-10 2018-11-15 山陽ロード工業株式会社 Fixture for movement restraining device
KR20200001836A (en) * 2018-06-28 2020-01-07 다올이앤씨 주식회사 Tension introduction method for thunderbolt protection cable of cable bridge

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101198453B1 (en) 2010-11-09 2012-11-06 박경룡 Cable Anchoring System in Bridge
KR101392874B1 (en) * 2013-02-13 2014-05-08 인하대학교 산학협력단 Accessary for cable rupture test on cable bridge
KR101414219B1 (en) * 2014-01-06 2014-07-02 박정환 Highly accurate cable fixing device for bridge using cable
CN103882805A (en) * 2014-04-15 2014-06-25 广州市设计院 Pedestrian overcrossing with pulling and crushing resistant support structure
JP2017223032A (en) * 2016-06-15 2017-12-21 ショーボンド建設株式会社 Anchorage fitting for bridge fall prevention device and method of manufacturing the same
JP2018178475A (en) * 2017-04-10 2018-11-15 山陽ロード工業株式会社 Fixture for movement restraining device
KR101829592B1 (en) 2017-11-29 2018-02-19 정진우 Multi-performance seismic isolation apparatus
KR20200001836A (en) * 2018-06-28 2020-01-07 다올이앤씨 주식회사 Tension introduction method for thunderbolt protection cable of cable bridge
KR102200895B1 (en) * 2018-06-28 2021-01-11 다올이앤씨 주식회사 Tension introduction method for thunderbolt protection cable of cable bridge

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