JP4344551B2 - Segment connector - Google Patents

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Publication number
JP4344551B2
JP4344551B2 JP2003185136A JP2003185136A JP4344551B2 JP 4344551 B2 JP4344551 B2 JP 4344551B2 JP 2003185136 A JP2003185136 A JP 2003185136A JP 2003185136 A JP2003185136 A JP 2003185136A JP 4344551 B2 JP4344551 B2 JP 4344551B2
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Japan
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fitting
opening
cylindrical body
fitted
segment
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JP2003185136A
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Japanese (ja)
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JP2005016234A (en
Inventor
稔 山本
博英 橋本
純一 都築
慎也 千葉
和実 岩田
裕 本郷
仁 渡辺
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Kubota Corp
JFE Metal Products and Engineering Inc
Fujimi Corp
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Kubota Corp
JFE Metal Products and Engineering Inc
Fujimi Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、トンネルの周方向に隣接させて組付けられる複数のセグメントの連結部位に配置され、その開口側から挿入された嵌合体と嵌合する被嵌合空間を有し、かつ、前記嵌合体を支持する支持体が挿通するスリットを前記被嵌合空間の軸芯に沿って形成した筒状体を備えているセグメントの連結具に関する。
【0002】
【従来の技術】
従来、上記のように構成されたセグメントの連結部構造として、セグメント(2)の周方向で対向する連結面(2a)の一方に備えたメス型連結具(5)(本発明の被嵌合部材)と、連結面(2a)の他方に備えたオス型連結具(6)とで構成された連結構造(1)が存在する。この連結構造(1)では、メス型連結具(5)のアンカー部(5a)をセグメント(2)に埋設し、スリット(9)と嵌合孔(4)(本発明の被嵌合空間)とを形成した截頭円錐形の筒状となる本体部(5b)を連結面(2a)の側に露出し、又、オス型連結具(6)のアンカー部(6a)をセグメント(2)に埋設し、截頭円錐形の本体部(6b)を連結面(2a)の側に露出している。そして、セグメント(2)を連結する際には、セグメント(2)をトンネル軸方向に移動させることにより、両セグメント(2)の連結面(2a)を接触させた状態でオス型連結具(6)の本体部(6b)をメス型連結具(5)の本体部(5b)の嵌合孔(4)に挿入して連結状態に達するよう構成されている(例えば、特許文献1参照・番号は文献中のものを引用)。
【0003】
【特許文献1】
特許第3010011号明細書
【0004】
【発明が解決しようとする課題】
特許文献1に記載されたメス型連結具は、截頭円錐形に成形された筒状の本体部の内部に嵌合孔を形成し、この本体部の側部を切り開くスリットを形成したものである。従って、オス型連結具と連結した状態においては、メス型連結具の本体部の嵌合孔に対してオス型連結具の本体部を挿入する状態となるので、セグメントに対して強い力が作用して、夫々の本体部を引き離す方向に強い力が作用した場合や、夫々の本体部の軸芯同士を捻る方向に強い力が作用した場合には、メス型連結具がスリットを拡大させる形態に変形する、あるいは、メス型連結具の本体部を破壊することもある。
【0005】
そこで、メス型連結具の本体部の肉厚を増大させることも考えられるが、筒状の部材の側面をスリットで切り開いた構造物は、スリットを拡大させる方向に変形しやすく、強度を向上させるには、肉厚を極めて大きくしなくてはならず、メス型連結具を大型化させるばかりでなく、重量化させる点において改善の余地がある。
【0006】
本発明の目的は、重量化、大型化を招くことなく高強度で、セグメントを強固に連結する被嵌合部材を合理的に構成する点にある。
【0007】
【0008】
【0009】
【0010】
【0011】
【課題を解決するための手段】
本発明の請求項に係るセグメントの連結具の特徴、作用・効果は次の通りである。
〔特徴〕
トンネルの周方向に隣接させて組付けられる複数のセグメントの連結部位に配置され、その開口側から挿入された嵌合体と嵌合する被嵌合空間を有し、かつ、前記嵌合体を支持する支持体が挿通するスリットを前記被嵌合空間の軸芯に沿って形成した筒状体を備えているセグメントの連結具であって、コンクリート製の前記セグメントの周方向の端部に対して前記筒状体を固設すると共に、この筒状体における前記被嵌合空間の軸芯を、トンネル軸方向と平行する姿勢に設定し、前記筒状体の開口側の内径を、前記開口と反対側の内径より大きく設定し、前記セグメントの周方向に沿う断面において、前記筒状体を形成する部材の厚みを、前記開口の部位を取り巻く部が、前記開口と反対側の部位を取り巻く部材の厚みより薄くなるよう設定すると共に、前記セグメントの厚み方向に沿う断面において、前記筒状体を形成する部材の厚みを、前記開口の部位を取り巻く部が、前記開口と反対側の部位を取り巻く部材の厚みより厚くなるよう設定し、前記筒状体における前記開口と反対側で前記被嵌合空間を閉じる位置に底壁を形成し、かつ、前記スリットの長さを、前記開口から前記底壁までの距離と同じ、又は、前記開口から前記底壁までの距離より短く設定した形状に形成してある点にある。
【0012】
〔作用・効果〕
上記特徴によると、セグメントの厚み方向に沿う断面において、被嵌合体を構成する筒状体の開口の部位を取り巻く部材の厚みを、開口の反対側の部位を取り巻く厚みより厚く設定し、しかも、筒状体の開口と反対側に底壁を形成したので、この筒状体の嵌合空間に挿入した嵌合体からスリットを拡大する方向に力が作用した場合でも、筒状体の開口側においては厚く形成された部材が変形や破壊を阻止し、開口と反対側においては底壁が変形や破壊を阻止する。つまり、被嵌合部材を構成する筒状体の厚みの設定と、底壁の形成とにより、筒状体全体の厚みを増した形状を採用しなくとも、筒状体の両端部においてスリットを拡大する方向へ強い力に耐え得るものにできるのである。また、トンネル軸芯と平行する姿勢で被嵌合部材の筒状体の軸芯を設定したので、例えば、この筒状体の被嵌合空間に嵌合する嵌合体を他方のセグメントの周方向の端部に形成した場合には、セグメント同士をトンネル軸に沿って相対移動させるだけでセグメント同士を連結できる。又、2つのセグメントの周方向で対向する位置の端部夫々に対して被嵌合部材を配置したものでは、夫々の被嵌合部材の筒状体の嵌合する支持体の両端部に嵌合体を備えた嵌合部材を夫々の被嵌合部材に挿入する、所謂、コッター式にセグメント同士を連結できる。その結果、大型化や重量化を招くこと無く、スリットを拡大する方向に強い力が作用した場合でも、スリットの拡大を招くことなく強固な連結状態を維持する被嵌合部材が構成された。又、軸芯の設定だけで、容易にセグメント同士を連結するものとなった。
又、本発明の請求項に係るセグメントの連結具の特徴、作用・効果は次の通りである。
〔特徴〕
請求項1記載のセグメントの連結具において、前記筒状体が、前記開口を取り巻くベルト状部位の厚みを厚く形成したリブ状部を有する形状に形成されている点にある。
〔作用・効果〕
上記特徴によると、筒状体の開口の部位を取り巻くベルト状の部位の厚みを厚くしたリブ状部を形成したので、この開口部位の変形や破壊を一層良好に抑制する。つまり、本発明のように開口と反対側に底壁を備えた構造の筒状体では、開口の側のスリットを拡大する方向に力が作用しやすいものであるが、リブ状部を形成することにより、この開口部を一層強力に保形してスリットの拡大を阻止するのである。その結果、僅かな改良を加えるだけで一層強固に連結状態を維持する被嵌合部材が構成された。
【0013】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。
〔第1の実施の形態〕
以下、本発明の第1の実施の形態を図面に基づいて説明する。
図1に示すように、トンネルの内周に配置されるトンネルリングTRが、複数のコンクリート製の複数のセグメントSを周方向に隣接して組付けることによって形成されている。夫々のセグメントSは周方向の端部に配置した連結手段によってボルトレスで連結されている。
【0014】
図1〜図6に示すように、前記連結手段は、前記セグメントSの周方向で対向する面の一方に固設された鉄製の嵌合部材Mと、前記セグメントSの周方向で対向する面の他方に固設された鉄製の被嵌合部材Fとで構成されている。この連結手段は、前記嵌合部材Mの嵌合体軸芯Xと、被嵌合部材Fの筒状体軸芯Yとをトンネル軸芯Zに平行する姿勢に設定し、隣接するセグメントSをトンネル軸Zに沿って相対移動させることによりセグメントS同士を連結する機能を有している。
【0015】
〔嵌合部材〕
前記嵌合部材Mは、アンカー部材1と一体形成した板状の支持体2の先端に対して該支持体2の板厚より大径で、かつ、該支持体2の板幅方向に沿う姿勢の軸芯X(前記嵌合体軸芯X)を有する棒状の嵌合体3を一体形成して成っている。前記嵌合体軸芯Xは、支持体2の板幅方向と平行姿勢で、嵌合体3の略中央位置を通過する位置に設定されている。
【0016】
前記嵌合体3は、全体的に挿入方向での先端側を後端側より小径化する截頭円錐形に近似する形状に成形され、嵌合体軸芯Xと直交する姿勢の仮想平面で切断した何れの箇所の断面においても図7に示す形状となるよう成形されている。つまり、この嵌合体3において支持体2と反対側(対向する側)に支持体2の延出方向に対して直交する姿勢の平面Atを形成し、この平面Atを挟む領域に円弧状の一対の第1嵌合部A1を形成し、この第1嵌合部A1の外端部には支持体2の延出方向と平行する姿勢の平面Asを形成し、更に、支持体2の側において支持体2を挟む領域に位置する第2嵌合部A2を形成している。
【0017】
前記第1嵌合部A1は、嵌合体3の略中央部を中心として支持体2と反対側に位置する領域a1において半径R1となる円滑な面として形成され、前記第2嵌合部A2は、支持体2が位置する側の円弧状の領域a2において嵌合体3の外部を中心とする半径R2となる円滑な面として形成されている。そして、第1嵌合部A1の半径R1と比較して、第2嵌合部A2の半径R2が大きくなるよう、その断面形状を設定している。又、この嵌合体3の断面の略中央位置を通過し、嵌合体3の長手方向に沿う姿勢となるよう前記嵌合体軸芯Xが設定されている。尚、前記嵌合体3は、その断面形状を真円に設定しても良い。
【0018】
更に、前記アンカー部材1にはアンカー筋Reが螺合する雌ネジ部4が形成され、このアンカー部材1と、雌ネジ部4に螺合連結したアンカー筋ReとがセグメントSのコンクリートに埋設されている。
【0019】
〔被嵌合部材〕
前記被嵌合部材Fは、アンカー部材11と有底の筒状体12とを一体形成して成り、この筒状体12は、前記嵌合体3が嵌り込む被嵌合空間Vを有し、かつ、この被嵌合空間Vの長手方向に沿う姿勢のスリット13と、底壁14とを備えている。前記筒状体軸芯Yは、筒状体12の長手方向と平行姿勢で筒状体12の中央(被嵌合空間Vの中央)を通過する位置に設定されている。
【0020】
前記被嵌合空間Vは、前記嵌合体3の挿入方向での上手側(開口側)の開口径(内径)ほど、下手側の開口径(内径)より大径化する内面形状に形成され、図6(ロ)に示すように、開口側における筒状体12の厚みT1を、底壁側の筒状体12の厚みT2より厚く設定している。又、図2に示すように、前記スリット13の長さLを、前記開口から前記底壁14の内面位置までの距離と等しく設定し、前記底壁14の中央部には円形の孔部14Aを形成している。尚、スリット13の長さLを、開口から底壁14の内面位置より短い長さに設定して良く、底壁14に対して孔部14Aを形成しない形状に形成しても良い。
【0021】
図8に示すように、前記筒状体軸芯Yと直交する仮想平面で前記筒状体12を切断した際における該筒状体12の断面において、前記スリット13と反対側(対向する側)に位置する第1内周部B1の半径r1と比較して、スリット13の側においてスリット13を挟む領域に位置する第2内周部B2の半径r2が大きくなるよう、その断面形状を設定してる。
【0022】
つまり、第1内周部B1は、被嵌合空間Vの略中央部を中心としてスリット13の反対側に位置する半円状(円弧状)の領域b1において半径r1となる円滑な面として形成されている。第2内周部B2は、スリット13が位置する側の円弧状の領域b2において被嵌合空間Vの外部を中心とする半径r2となる円滑な面として形成されている。そして、半径r1より半径r2の値を大きく設定している。尚、この筒状体12の開口空間の略中央位置を通過し、筒状体12の長手方向に沿う姿勢となる筒状体軸芯Yが想定されている。
【0023】
前記アンカー部材11には、アンカー筋Reが螺合する雌ネジ部15が形成され、このアンカー部材11と、雌ネジ部15に螺合するアンカー筋Reとがセグメントのコンクリートに埋設されている。
【0024】
又、筒状体12に嵌合体3が嵌合した状態において、夫々が良好な嵌合状態を維持するよう、図7〜図9に示すように、密接部位における第1嵌合部A1の半径R1の値と、第1内周部B1の半径r1との値を一致させ、かつ、第2嵌合部A2の半径R2の値と、第2内周部B2の半径r2との値を一致させている。
【0025】
〔連結のための操作〕
前記セグメントSの連結面同士が密接する状態で嵌合部材Mと被嵌合部材Fとが嵌合するよう、夫々が位置を設定してセグメントSの連結面に配置されている。そして、セグメント同士を連結する際には、図2に示すように、嵌合体軸芯Xと筒状体軸芯Yとを同一軸芯状に配置し、夫々が嵌合する方向に相対移動させることにより、図3、図4、図9に示すように、筒状体12の被嵌合空間Vに対して嵌合体3が嵌り込み、夫々が密接状態に達して連結が完了する。
【0026】
このように連結を行う際、あるいは、連結を行った後において、セグメントSの製作誤差等に起因して、セグメント同士がトンネル軸芯Zと平行する軸芯で折れ曲がり方向に変位する場合でも、筒状体12の被嵌合空間Vの内部で嵌合体3が僅かに回転できるので、無理な力を作用させることなく、セグメント同士の姿勢変化を許すものとなっており、しかも、セグメント同士を引き離す方向に強い力が作用した場合には、嵌合体3の第2嵌合部A2と筒状体12の第2内周部B2とが圧接するものの、夫々の半径の値が大きいため、筒状体12のスリット13を拡大する方向への分力が小さく、スリット13を拡大させず、変形や破壊を招くことなく強固な連結状態を維持するのである。
【0027】
特に、筒状体12の被嵌合空間Vの第1内周部B1と第2内周部B2とが滑らかに連なる形状となるよう被嵌合空間Vが形成されているので、嵌合体3と筒状体12との間で大きな力が作用して、筒状体12に大きな応力が作用することがあっても、その応力が特定の部位に集中する現象を回避して筒状体12の破壊を阻止するものとなっている。更に、筒状体12に対して底壁14を形成し、しかも、筒状体12の開口の側の厚みT1を底壁14の側の厚みT2より厚くしたので、被嵌合部材F全体を大型化、重量化を招くことなく強度を高めるものにして、嵌合体3からスリット13を拡大する方向に強い力が作用した場合でも、筒状体12の変形や破壊を阻止するものとなっている。
【0028】
〔第2の実施の形態〕
以下、本発明の第1の実施の形態を図面に基づいて説明する(この第2の実施の形態では前記第1実施の形態と同じ機能を有するものには、第1実施の形態と共通の番号、符号を付している)。
【0029】
図10〜図12に示すように、連結手段は、複数のセグメントSの周方向で対向する面の夫々に対して固設された鉄製の被嵌合部材Fと、一対の被嵌合部材Fに嵌合してセグメントSを連結する鉄製の嵌合部材Mとでコッター式に構成されている。この連結手段は、嵌合部材Mの嵌合体軸芯Xと、被嵌合部材Fの筒状軸芯Yとをトンネル軸芯Zに平行する姿勢に設定し、嵌合部材Mの嵌合体3を筒状体12に挿入することより夫々のセグメントSを連結するよう機能する。
【0030】
〔嵌合部材〕
前記嵌合部材Mは、板状の支持体2の両端部に対して該支持体2の板厚より大径で、かつ、該支持体2の板幅方向に沿う姿勢の軸芯X(嵌合体軸芯X)を有する棒状の嵌合体3を一体形成したものである。前記嵌合体軸芯Xは、支持体2の板幅方向と平行姿勢で、嵌合体3の略中央位置を通過する位置に設定されている。
【0031】
前記嵌合体3は、全体的に挿入方向での先端側を後端側より小径化する截頭円錐形に近似する形状に成形されている。又、この第2の実施の形態においても第1の実施の形態で説明したものと同様に嵌合体3の断面形状が設定され、その略中心位置に軸芯Xの位置が設定されている。尚、前記嵌合体3は、その断面形状を真円に設定しても良い。
【0032】
更に、前記アンカー部材1にはアンカー筋Reが螺合する雌ネジ部4が形成され、このアンカー部材1と、雌ネジ部4に螺合連結したアンカー筋ReとがセグメントSのコンクリートに埋設されている。
【0033】
〔被嵌合部材〕
前記被嵌合部材Fは、第1の実施の形態で説明したものと基本的に同じ構造を具備している。
【0034】
〔連結のための操作〕
前記被嵌合部材Fの筒状体12は、セグメントSの連結面同士を接触させた状態で、夫々のスリット同士の間に隙間が形成されるよう相対的な位置関係を設定してあり、セグメント同士を連結する際には、図10において仮想線で示すように、嵌合体軸芯Xと筒状体軸芯Yとを同一軸芯状に配置し、嵌合部材Mを被嵌合部材Fの側に移動させることにより、図10に実線で示す状態、及び、図11示す如く、筒状体12の被嵌合空間Vに対して嵌合体3が密接する状態で嵌り込んで連結が完了する。
【0035】
そして、このように連結を行う際、あるいは、連結を行った後において、セグメントSの製作誤差等に起因して、セグメント同士がトンネル軸芯Zと平行する軸芯で折れ曲がり方向に変位する場合でも、筒状体12の被嵌合空間Vの内部で嵌合体3が僅かに回転できるので、無理な力が作用させることなく、セグメント同士の姿勢変位を許すものとなっており、しかも、セグメント同士を引き離す方向に強い力が作用した場合には、嵌合体3の第2嵌合部A2と筒状体12の第2内周部B2とが圧接するものの、夫々の半径の値が大きいため、筒状体12のスリット13を拡大する方向への分力が小さく、スリット13を拡大させず、変形や破壊を招くことなく強固な連結状態を維持するのである。
【0036】
又、筒状体12の被嵌合空間Vの第1内周部B1と第2内周部B2とが滑らかに連なる形状となるよう被嵌合空間Vが形成されているので、嵌合体3と筒状体12との間で大きな力が作用して、筒状体12に大きな応力が作用することがあっても、その応力が特定の部位に集中する現象を回避して筒状体12の破壊を阻止するものとなっている。更に、筒状体12に対して底壁14を形成し、しかも、筒状体12の開口の側の厚みT1を底壁14の側の厚みT2より厚くしたので、被嵌合部材F全体を大型化、重量化を招くことなく強度を高めるものにして、嵌合体3からスリット13を拡大する方向に強い力が作用した場合でも、筒状体12の変形や破壊を阻止するものとなっている。
【0037】
〔別実施の形態〕
本発明は上記第1、第2実施の形態以外に、例えば、以下のように構成することが可能である(この別実施の形態では前記第1実施の形態と同じ機能を有するものには、第1実施の形態と共通の番号、符号を付している)。
【0038】
(イ)図13、図14に示すように、被嵌合部材Fの筒状体12を、開口を取り巻くベルト状部位の厚みを厚く形成したリブ状部12Aを有する形状に形成する。このように開口を取り巻く部位にリブ状部12Aを形成することにより、開口側の強度を高め、スリット13を拡大する方向に強い力が作用した場合でも、特に、開口部位においてスリット13が拡大する方向への変形や破壊を一層良好に抑制して強固な連結状態を現出する。
【0039】
(ロ)図15、図16に示すように、前述した別実施の形態実施(イ)の構成に加えて、リブ状部12Aの部位から底壁14の側に向けて、筒状体12の外壁に対して軸芯Yに沿う姿勢で複数の補強リブ12Bを一体的に形成する。このように補強リブ12Bを形成することにより、筒状体12の厚みを増大させずとも筒状体12の強度を高め開口部位を含めた筒状体12の全体の変形や破壊を一層良好に抑制して強固な連結状態を現出する。
【0040】
(ハ)コンクリートで成るセグメントに代えて、鋼板や鋳鉄で製作されたセグメントに対して本発明の連結部構造を用いる場合も可能である。
【図面の簡単な説明】
【図1】 第1の実施の形態のトンネルリングを構成する複数のセグメントを示す斜視図
【図2】 第1の実施の形態の分離状態の嵌合部材と被嵌合部材とを示す断面図
【図3】 第1の実施の形態の嵌合状態の嵌合部材と被嵌合部材とを示す縦断面図
【図4】 第1の実施の形態の嵌合状態の嵌合部材と被嵌合部材とを示す横断面図
【図5】 第1の実施の形態の分離状態の嵌合部材と被嵌合部材とを示す斜視図
【図6】 第1の実施の形態の筒状体のスリットの形状を示す側面図及び筒状体の断面形状を示す断面図
【図7】 第1の実施の形態の嵌合体の形状を示す図
【図8】 第1の実施の形態の筒状体の被嵌合空間の形状を示す図
【図9】 第1の実施の形態の嵌合状態の筒状体と嵌合体とを示す図
【図10】 第2の実施の形態の嵌合状態の嵌合部材と被嵌合部材とを示す縦断面図
【図11】 第2の実施の形態の嵌合状態の嵌合部材と被嵌合部材とを示す横断面図
【図12】 第2の実施の形態の分離状態の嵌合部材と被嵌合部材とを示す斜視図
【図13】 別実施の形態(イ)の被嵌合部材の斜視図
【図14】 別実施の形態(イ)の被嵌合部材の断面図
【図15】 別実施の形態(ロ)の被嵌合部材の斜視図
【図16】 別実施の形態(ロ)の被嵌合部材の断面図
【符号の説明】
2 支持体
3 嵌合体
12 筒状体
12A リブ状部
13 スリット
14 底壁
T1、T2 厚み
S セグメント
V 被嵌合空間
Y 軸芯
Z トンネル軸芯
[0001]
BACKGROUND OF THE INVENTION
The present invention has a fitting space that is arranged at a connecting portion of a plurality of segments that are assembled adjacent to each other in the circumferential direction of the tunnel, and has a fitted space that fits into a fitting body inserted from the opening side. The present invention relates to a segment connector including a cylindrical body in which a slit through which a support body that supports union is inserted is formed along an axis of the fitting space.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, as a segment connecting portion structure configured as described above, a female connector (5) provided on one of coupling surfaces (2a) facing in the circumferential direction of a segment (2) (fitting of the present invention) There is a connection structure (1) composed of a member) and a male connector (6) provided on the other of the connection surfaces (2a). In this connection structure (1), the anchor part (5a) of the female connector (5) is embedded in the segment (2), and the slit (9) and the fitting hole (4) (the fitted space of the present invention). The main body portion (5b) having a truncated conical cylindrical shape, which is formed on the connecting surface (2a), is exposed to the side of the connecting surface (2a), and the anchor portion (6a) of the male connector (6) is the segment (2). The main body (6b) having a truncated cone shape is exposed to the connection surface (2a) side. When connecting the segments (2), the male connector (6) with the connecting surfaces (2a) of both segments (2) in contact with each other by moving the segments (2) in the tunnel axis direction. ) Body portion (6b) is inserted into the fitting hole (4) of the body portion (5b) of the female connector (5) to reach a connected state (see, for example, Patent Document 1) Is quoted from the literature).
[0003]
[Patent Document 1]
Japanese Patent No. 3010011 Specification
[Problems to be solved by the invention]
The female connector described in Patent Document 1 is formed by forming a fitting hole in a cylindrical main body formed in a truncated cone shape and forming a slit that cuts the side of the main body. is there. Therefore, in a state where it is connected to the male connector, since the main body portion of the male connector is inserted into the fitting hole of the main body portion of the female connector, a strong force acts on the segment. When a strong force is applied in the direction of separating the main body parts or when a strong force is applied in the direction of twisting the shafts of the main body parts, the female connector expands the slit. Or the body part of the female connector may be destroyed.
[0005]
Therefore, it is conceivable to increase the thickness of the main body of the female connector, but the structure in which the side surface of the cylindrical member is opened with a slit is easily deformed in the direction of expanding the slit, and the strength is improved. However, there is room for improvement not only in increasing the size of the female connector but also in increasing the weight.
[0006]
An object of the present invention is to rationally configure a fitted member that firmly connects segments with high strength without increasing weight and size.
[0007]
[0008]
[0009]
[0010]
[0011]
[Means for Solving the Problems]
Features of coupling segments according to Claim 1 of the present invention, functions and effects are as follows.
〔Characteristic〕
It is arranged at a connecting portion of a plurality of segments that are assembled adjacent to each other in the circumferential direction of the tunnel, has a fitted space for fitting with a fitting body inserted from the opening side thereof, and supports the fitting body A connecting tool for a segment including a cylindrical body in which a slit through which a support body is inserted is formed along the axial center of the fitting space, with respect to a circumferential end of the segment made of concrete. A cylindrical body is fixed, and the axial center of the fitting space in the cylindrical body is set in a posture parallel to the tunnel axis direction, and the inner diameter on the opening side of the cylindrical body is opposite to the opening. is set larger than the inner diameter of the side in a cross section along the circumferential direction of the segment, the thickness of the member forming the tubular body, parts material surrounding the site of the opening, members surrounding the site opposite to the opening Set to be thinner than While in the cross section along the thickness direction of the segment, the thickness of the member forming the tubular body, parts material surrounding the site of the opening becomes larger than the thickness of the member surrounding the site opposite to the opening The bottom wall is formed at a position where the fitting space is closed on the opposite side of the opening in the cylindrical body, and the length of the slit is the same as the distance from the opening to the bottom wall Alternatively, the shape is set to be shorter than the distance from the opening to the bottom wall.
[0012]
[Action / Effect]
According to the above feature, in the cross section along the thickness direction of the segment, the thickness of the member surrounding the opening portion of the cylindrical body constituting the fitted body is set to be thicker than the thickness surrounding the portion on the opposite side of the opening, Since the bottom wall is formed on the opposite side of the opening of the cylindrical body, even when a force acts in the direction of expanding the slit from the fitting body inserted into the fitting space of this cylindrical body, The thick member prevents deformation and destruction, and on the side opposite to the opening, the bottom wall prevents deformation and destruction. In other words, the slits are formed at both ends of the cylindrical body without adopting a shape in which the thickness of the entire cylindrical body is increased by setting the thickness of the cylindrical body constituting the fitted member and forming the bottom wall. It can be made to withstand strong forces in the direction of expansion. Further, since the axis of the cylindrical body of the member to be fitted is set in a posture parallel to the tunnel axis, for example, the fitting body that fits into the fitting space of this cylindrical body is arranged in the circumferential direction of the other segment. In the case of forming at the end of the segment, the segments can be connected by simply moving the segments relative to each other along the tunnel axis. In addition, in the case where the members to be fitted are arranged at the ends of the two segments facing each other in the circumferential direction, the fittings are fitted to both ends of the support body to which the tubular body of each of the members to be fitted is fitted. The segments can be connected to each other in a so-called cotter type in which a fitting member provided with a combined body is inserted into each fitted member. As a result, a member to be fitted that maintains a strong connected state without causing an increase in the slit even when a strong force acts in the direction in which the slit is enlarged without causing an increase in size and weight is formed. In addition, the segments can be easily connected to each other only by setting the shaft core.
Further, the features, functions and effects of the segment connector according to claim 2 of the present invention are as follows.
〔Characteristic〕
The segment connector according to claim 1, wherein the cylindrical body is formed in a shape having a rib-like portion formed by thickening a belt-like portion surrounding the opening.
[Action / Effect]
According to the above feature, since the rib-like portion having the increased thickness of the belt-like portion surrounding the opening portion of the cylindrical body is formed, the deformation and breakage of the opening portion are further suppressed. That is, in the tubular body having a bottom wall opposite to the opening as in the present invention, a force is likely to act in the direction of enlarging the slit on the opening side, but a rib-like portion is formed. Thus, the opening is shaped more strongly to prevent the slit from expanding. As a result, a member to be fitted that maintains the connected state more firmly with only a slight improvement was constructed.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[First Embodiment]
DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, a first embodiment of the invention will be described with reference to the drawings.
As shown in FIG. 1, a tunnel ring TR disposed on the inner periphery of a tunnel is formed by assembling a plurality of concrete segments S adjacent to each other in the circumferential direction. Each segment S is connected without a bolt by connecting means arranged at an end in the circumferential direction.
[0014]
As shown in FIGS. 1 to 6, the connecting means includes an iron fitting member M fixed to one of the surfaces facing the segment S in the circumferential direction, and a surface facing the segment S in the circumferential direction. It is comprised with the to-be-fitted member F made of iron fixed to the other. This connecting means sets the fitting body axis X of the fitting member M and the cylindrical body axis Y of the fitted member F in a posture parallel to the tunnel axis Z, and the adjacent segment S is tunneled. It has a function of connecting the segments S by being relatively moved along the axis Z.
[0015]
(Fitting member)
The fitting member M is larger in diameter than the thickness of the support 2 with respect to the tip of the plate-like support 2 integrally formed with the anchor member 1, and is in a posture along the plate width direction of the support 2 The rod-shaped fitting body 3 having the shaft core X (the fitting body axis X) is integrally formed. The fitting body axis X is set at a position parallel to the plate width direction of the support body 2 and passing through a substantially central position of the fitting body 3.
[0016]
The fitting body 3 is formed into a shape approximating a frustoconical shape in which the front end side in the insertion direction is smaller in diameter than the rear end side, and is cut by a virtual plane in a posture orthogonal to the fitting body axis X. The cross section at any location is shaped to have the shape shown in FIG. That is, in this fitting body 3, a plane At that is perpendicular to the extending direction of the support body 2 is formed on the opposite side (opposite side) of the support body 2, and a pair of arcs is formed in the region sandwiching the plane At. The first fitting portion A1 is formed, and the outer end portion of the first fitting portion A1 is formed with a plane As in a posture parallel to the extending direction of the support body 2, and further on the support body 2 side. A second fitting portion A2 located in a region sandwiching the support 2 is formed.
[0017]
The first fitting portion A1 is formed as a smooth surface having a radius R1 in a region a1 located on the opposite side of the support body 2 from the substantially central portion of the fitting body 3, and the second fitting portion A2 is In the arc-shaped region a2 on the side where the support body 2 is located, a smooth surface having a radius R2 centered on the outside of the fitting body 3 is formed. The cross-sectional shape is set so that the radius R2 of the second fitting portion A2 is larger than the radius R1 of the first fitting portion A1. Further, the fitting body axis X is set so as to pass through a substantially central position of the section of the fitting body 3 and to be in a posture along the longitudinal direction of the fitting body 3. In addition, you may set the said fitting body 3 to the perfect circle in the cross-sectional shape.
[0018]
Further, the anchor member 1 is formed with a female thread portion 4 into which the anchor reinforcement Re is screwed, and the anchor member 1 and the anchor reinforcement Re threadedly connected to the female screw portion 4 are embedded in the concrete of the segment S. ing.
[0019]
[Fitted member]
The fitted member F is formed by integrally forming an anchor member 11 and a bottomed tubular body 12, and the tubular body 12 has a fitted space V into which the fitted body 3 is fitted. And the slit 13 of the attitude | position along the longitudinal direction of this to-be-fitted space V and the bottom wall 14 are provided. The cylindrical body axis Y is set at a position passing through the center of the cylindrical body 12 (the center of the fitted space V) in a posture parallel to the longitudinal direction of the cylindrical body 12.
[0020]
The to-be-fitted space V is formed in an inner surface shape in which the opening diameter (inner diameter) on the upper side (opening side) in the insertion direction of the fitting body 3 is larger than the opening diameter (inner diameter) on the lower side. As shown in FIG. 6B, the thickness T1 of the cylindrical body 12 on the opening side is set larger than the thickness T2 of the cylindrical body 12 on the bottom wall side. Further, as shown in FIG. 2, the length L of the slit 13 is set equal to the distance from the opening to the inner surface position of the bottom wall 14, and a circular hole 14A is formed at the center of the bottom wall 14. Is forming. The length L of the slit 13 may be set to a length shorter than the position of the inner surface of the bottom wall 14 from the opening, and may be formed in a shape that does not form the hole portion 14A with respect to the bottom wall 14.
[0021]
As shown in FIG. 8, in the cross section of the cylindrical body 12 when the cylindrical body 12 is cut in a virtual plane orthogonal to the cylindrical body axis Y, the side opposite to the slit 13 (opposite side). The cross-sectional shape is set so that the radius r2 of the second inner peripheral part B2 located in the region sandwiching the slit 13 on the slit 13 side is larger than the radius r1 of the first inner peripheral part B1 located at I'm.
[0022]
That is, the first inner peripheral portion B1 is formed as a smooth surface having a radius r1 in a semicircular (arc-shaped) region b1 positioned on the opposite side of the slit 13 with the substantially central portion of the fitted space V as a center. Has been. The second inner peripheral portion B2 is formed as a smooth surface having a radius r2 centered on the outside of the fitted space V in the arc-shaped region b2 on the side where the slit 13 is located. The value of the radius r2 is set larger than the radius r1. It is assumed that the cylindrical body axis Y passes through a substantially central position of the opening space of the cylindrical body 12 and assumes a posture along the longitudinal direction of the cylindrical body 12.
[0023]
The anchor member 11 is formed with a female screw portion 15 into which the anchor reinforcement Re is screwed, and the anchor member 11 and the anchor reinforcement Re screwed into the female screw portion 15 are embedded in the concrete of the segment.
[0024]
Further, in the state where the fitting body 3 is fitted to the cylindrical body 12, as shown in FIGS. 7 to 9, the radius of the first fitting portion A1 at the close portion is maintained so as to maintain a good fitting state. The value of R1 is matched with the value of the radius r1 of the first inner peripheral part B1, and the value of the radius R2 of the second fitting part A2 is matched with the value of the radius r2 of the second inner peripheral part B2. I am letting.
[0025]
[Operation for connection]
Each of the coupling surfaces of the segments S is arranged on the coupling surface of the segment S so that the fitting member M and the fitted member F are fitted to each other in a state where the coupling surfaces of the segments S are in close contact with each other. Then, when connecting the segments, as shown in FIG. 2, the fitting body axis X and the cylindrical body axis Y are arranged in the same axis and are moved relative to each other in the fitting direction. Thus, as shown in FIGS. 3, 4, and 9, the fitting body 3 is fitted into the fitting space V of the cylindrical body 12, and each of them reaches a close state and the connection is completed.
[0026]
Even when connecting in this way or after connecting, even if the segments are displaced in the bending direction at the axis parallel to the tunnel axis Z due to manufacturing errors of the segment S, etc. Since the fitting body 3 can be slightly rotated inside the fitting space V of the shaped body 12, the posture of the segments is allowed to change without applying an excessive force, and the segments are separated from each other. When a strong force is applied in the direction, the second fitting portion A2 of the fitting body 3 and the second inner peripheral portion B2 of the tubular body 12 are in pressure contact with each other. The component force in the direction of enlarging the slit 13 of the body 12 is small, the slit 13 is not enlarged, and a strong connected state is maintained without causing deformation or destruction.
[0027]
In particular, since the fitting space V is formed so that the first inner circumferential portion B1 and the second inner circumferential portion B2 of the fitting space V of the cylindrical body 12 are smoothly connected, the fitting body 3 is formed. Even if a large force acts between the tube 12 and the cylindrical body 12, and a large stress may act on the tubular body 12, the phenomenon that the stress is concentrated on a specific part is avoided and the tubular body 12 is avoided. It is to prevent the destruction of. Furthermore, the bottom wall 14 is formed with respect to the cylindrical body 12, and the thickness T1 on the opening side of the cylindrical body 12 is made thicker than the thickness T2 on the bottom wall 14 side. Even when a strong force acts in the direction of expanding the slit 13 from the fitting body 3 without increasing the size and weight, the deformation and destruction of the cylindrical body 12 are prevented. Yes.
[0028]
[Second Embodiment]
Hereinafter, a first embodiment of the present invention will be described with reference to the drawings (this second embodiment has the same function as that of the first embodiment, and is the same as that of the first embodiment. Number and sign).
[0029]
As shown in FIGS. 10 to 12, the connecting means includes an iron fitted member F fixed to each of the circumferentially opposed surfaces of the plurality of segments S, and a pair of fitted members F. And a steel fitting member M that connects the segments S to each other to form a cotter type. This connecting means sets the fitting body axis X of the fitting member M and the cylindrical axis Y of the fitting member F in a posture parallel to the tunnel axis Z, and the fitting body 3 of the fitting member M. Is inserted into the cylindrical body 12 and functions to connect the segments S.
[0030]
(Fitting member)
The fitting member M has a diameter X larger than the thickness of the support 2 with respect to both ends of the plate-like support 2 and an axial core X (fit) along the plate width direction of the support 2. A rod-shaped fitting body 3 having a combined shaft core X) is integrally formed. The fitting body axis X is set at a position parallel to the plate width direction of the support body 2 and passing through a substantially central position of the fitting body 3.
[0031]
The fitting body 3 is formed in a shape that approximates a frustoconical shape in which the front end side in the insertion direction is smaller in diameter than the rear end side. Also in the second embodiment, the cross-sectional shape of the fitting body 3 is set in the same manner as described in the first embodiment, and the position of the shaft core X is set at a substantially central position. In addition, you may set the said fitting body 3 to the perfect circle in the cross-sectional shape.
[0032]
Further, the anchor member 1 is formed with a female thread portion 4 into which the anchor reinforcement Re is screwed, and the anchor member 1 and the anchor reinforcement Re threadedly connected to the female screw portion 4 are embedded in the concrete of the segment S. ing.
[0033]
[Fitted member]
The fitted member F has basically the same structure as that described in the first embodiment.
[0034]
[Operation for connection]
The tubular body 12 of the fitted member F is set in a relative positional relationship so that a gap is formed between the slits in a state where the connecting surfaces of the segments S are in contact with each other. When connecting the segments, as shown by phantom lines in FIG. 10, the fitting body axis X and the cylindrical body axis Y are arranged in the same axis, and the fitting member M is fitted to the fitting member. By moving to the F side, the fitting body 3 is fitted and connected in a state shown by a solid line in FIG. 10 and in a state where the fitting body 3 is in close contact with the fitting space V of the cylindrical body 12 as shown in FIG. Complete.
[0035]
Even when connecting in this way or after connecting, even if the segments are displaced in the bending direction by the axis parallel to the tunnel axis Z due to the manufacturing error of the segment S, etc. In addition, since the fitting body 3 can be slightly rotated inside the fitting space V of the cylindrical body 12, the posture displacement between the segments is allowed without applying an excessive force, and the segments are When a strong force is applied in the direction of separating the two, the second fitting portion A2 of the fitting body 3 and the second inner peripheral portion B2 of the cylindrical body 12 are in pressure contact with each other. The component force in the direction of enlarging the slit 13 of the cylindrical body 12 is small, the slit 13 is not enlarged, and a strong connected state is maintained without causing deformation or destruction.
[0036]
Moreover, since the to-be-fitted space V is formed so that the first inner peripheral part B1 and the second inner peripheral part B2 of the to-be-fitted space V of the cylindrical body 12 are smoothly connected, the fitting body 3 is formed. Even if a large force acts between the tube 12 and the cylindrical body 12, and a large stress may act on the tubular body 12, the phenomenon that the stress is concentrated on a specific part is avoided and the tubular body 12 is avoided. It is to prevent the destruction of. Furthermore, the bottom wall 14 is formed with respect to the cylindrical body 12, and the thickness T1 on the opening side of the cylindrical body 12 is made thicker than the thickness T2 on the bottom wall 14 side. Even when a strong force acts in the direction of expanding the slit 13 from the fitting body 3 without increasing the size and weight, the deformation and destruction of the cylindrical body 12 are prevented. Yes.
[0037]
[Another embodiment]
In addition to the first and second embodiments, the present invention can be configured, for example, as follows (in this another embodiment, the one having the same function as that of the first embodiment Numbers and symbols common to the first embodiment are attached).
[0038]
(A) As shown in FIGS. 13 and 14, the tubular body 12 of the fitted member F is formed into a shape having a rib-like portion 12 </ b> A in which the thickness of the belt-like portion surrounding the opening is formed thick. By forming the rib-like portion 12A in the portion surrounding the opening in this way, the strength on the opening side is increased, and even when a strong force acts in the direction of enlarging the slit 13, the slit 13 is enlarged particularly in the opening portion. It is possible to further suppress deformation and breakage in the direction and to show a strong connection state.
[0039]
(B) As shown in FIGS. 15 and 16, in addition to the configuration of the above-described another embodiment (A), the cylindrical body 12 is formed from the rib-shaped portion 12 </ b> A toward the bottom wall 14. A plurality of reinforcing ribs 12B are integrally formed in a posture along the axis Y with respect to the outer wall. By forming the reinforcing ribs 12B in this way, the strength of the tubular body 12 is increased without increasing the thickness of the tubular body 12, and the entire deformation and destruction of the tubular body 12 including the opening portion are further improved. Suppress and show a strong connection.
[0040]
(C) In place of the segment made of concrete, the connecting portion structure of the present invention may be used for a segment made of steel plate or cast iron.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a plurality of segments constituting a tunnel ring according to a first embodiment. FIG. 2 is a sectional view showing a fitting member and a fitted member in a separated state according to the first embodiment. FIG. 3 is a longitudinal sectional view showing a fitting member and a fitted member in a fitted state according to the first embodiment. FIG. 4 is a fitted member and a fitted state in a fitted state according to the first embodiment. FIG. 5 is a perspective view showing a fitting member and a fitted member in a separated state according to the first embodiment. FIG. 6 is a perspective view of the tubular body according to the first embodiment. FIG. 7 is a side view showing the shape of the slit and a cross-sectional view showing the cross-sectional shape of the cylindrical body. FIG. 7 is a diagram showing the shape of the fitting body according to the first embodiment. The figure which shows the shape of the to-be-fitted space of FIG. 9 The figure which shows the cylindrical body and fitting body of the fitting state of 1st Embodiment. FIG. 10 is the fitting state of 2nd Embodiment. Mating FIG. 11 is a longitudinal sectional view showing a member and a fitted member. FIG. 11 is a transverse sectional view showing a fitted member and a fitted member in a fitted state according to the second embodiment. The perspective view which shows the fitting member and to-be-fitted member of the separation state of a form [FIG. 13] The perspective view of the to-be-fitted member of another embodiment (A) [FIG. 14] The tow of another embodiment (A) FIG. 15 is a perspective view of a member to be fitted according to another embodiment (b). FIG. 16 is a sectional view of a member to be fitted according to another embodiment (b).
2 Support body 3 Fitting body 12 Tubular body 12A Rib-shaped part 13 Slit 14 Bottom wall T1, T2 Thickness S Segment V Fit space Y Axis Z Tunnel Axis

Claims (2)

トンネルの周方向に隣接させて組付けられる複数のセグメントの連結部位に配置され、その開口側から挿入された嵌合体と嵌合する被嵌合空間を有し、かつ、前記嵌合体を支持する支持体が挿通するスリットを前記被嵌合空間の軸芯に沿って形成した筒状体を備えているセグメントの連結具であって、
コンクリート製の前記セグメントの周方向の端部に対して前記筒状体を固設すると共に、この筒状体における前記被嵌合空間の軸芯を、トンネル軸方向と平行する姿勢に設定し、
前記筒状体の開口側の内径を、前記開口と反対側の内径より大きく設定し、前記セグメントの周方向に沿う断面において、前記筒状体を形成する部材の厚みを、前記開口の部位を取り巻く部が、前記開口と反対側の部位を取り巻く部材の厚みより薄くなるよう設定すると共に、前記セグメントの厚み方向に沿う断面において、前記筒状体を形成する部材の厚みを、前記開口の部位を取り巻く部が、前記開口と反対側の部位を取り巻く部材の厚みより厚くなるよう設定し、
前記筒状体における前記開口と反対側で前記被嵌合空間を閉じる位置に底壁を形成し、かつ、前記スリットの長さを、前記開口から前記底壁までの距離と同じ、又は、前記開口から前記底壁までの距離より短く設定した形状に形成してあるセグメントの連結具。
It is arranged at a connecting portion of a plurality of segments that are assembled adjacent to each other in the circumferential direction of the tunnel, has a fitted space for fitting with a fitting body inserted from the opening side thereof, and supports the fitting body A connecting tool for a segment including a cylindrical body formed with a slit through which the support body is inserted along the axial center of the fitted space,
While fixing the cylindrical body to the circumferential end of the segment made of concrete, set the axis of the mating space in the cylindrical body in a posture parallel to the tunnel axis direction,
The inner diameter of the cylindrical body on the opening side is set to be larger than the inner diameter on the opposite side of the opening, and the thickness of the member forming the cylindrical body in the cross section along the circumferential direction of the segment part material surrounding is thereby set to be thinner than the thickness of the member surrounding the site opposite the opening in the cross section along the thickness direction of the segment, the thickness of the member forming the cylindrical body, the opening part material surrounding the site, and set to be thicker than the thickness of the member surrounding the site opposite to the opening,
Forming a bottom wall at a position closing the fitted space on the opposite side of the opening in the cylindrical body, and the length of the slit is the same as the distance from the opening to the bottom wall, or A segment connector formed in a shape set shorter than the distance from the opening to the bottom wall.
前記筒状体が、前記開口を取り巻くベルト状部位の厚みを厚く形成したリブ状部を有する形状に形成されている請求項1記載のセグメントの連結具。The segment connector according to claim 1 , wherein the cylindrical body is formed in a shape having a rib-like portion in which a thickness of a belt-like portion surrounding the opening is formed thick.
JP2003185136A 2003-06-27 2003-06-27 Segment connector Expired - Lifetime JP4344551B2 (en)

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