JP2006118306A - Construction method of shield tunnel, and bent bolt joint for use in the method - Google Patents

Construction method of shield tunnel, and bent bolt joint for use in the method Download PDF

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JP2006118306A
JP2006118306A JP2004309634A JP2004309634A JP2006118306A JP 2006118306 A JP2006118306 A JP 2006118306A JP 2004309634 A JP2004309634 A JP 2004309634A JP 2004309634 A JP2004309634 A JP 2004309634A JP 2006118306 A JP2006118306 A JP 2006118306A
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bent
segment
segments
bolt
bending
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JP2004309634A
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Inventor
Masaru Kawagoe
勝 河越
Yoshikazu Kido
義和 木戸
Keiichi Watanabe
敬一 渡辺
Yutaka Fujino
豊 藤野
Atsushi Okuyama
厚志 奥山
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Kumagai Gumi Co Ltd
Geostr Corp
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Kumagai Gumi Co Ltd
Geostr Corp
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Priority to JP2004309634A priority Critical patent/JP2006118306A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem that construction work is complicated, because post work for embedding a bolt box formed of a large recess is needed, after segments are joined together by fastening nuts to both ends of a bent bolt, in the case of a conventional bent bolt joint. <P>SOLUTION: In this construction method for a shield tunnel, a curved hole 13, which continues into an inner surface 12 of the segment 2 and an end surface 11 thereof, is preformed in the segment 2; the bent bolt 15 is inserted into the curved holes 18 of the two segments 2 which continue into each other by making the end surfaces of the two segments butt against each other; the segments 2 and 2 are joined together by fixing the bent bolt 15 by means of a fastening member (nut 17) so that the bent bolt 15 cannot come off from the curved hole 18, under a state wherein both the ends (ends 23 and 23) of the bent bolt 15 are protruded from the inner surfaces 12 of the respective segments 2; and after that, the fastening of the bent bolt by the fastening member in a joint part between the segments is released, so that the bent bolt 15 can be pulled out and detached from the curved hole 18. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、曲がりボルトによりセグメント同士を接合してシールドトンネルを構築する方法などに関する。   The present invention relates to a method of constructing a shield tunnel by joining segments with a bent bolt.

シールド工事において、セグメント同士を曲がりボルトで接合したままとする場合、曲がりボルトをセグメントの内面より内側に突出させておくようにすれば、突出した部分をコンクリート等で覆う後作業を行わなくてはならず大変である。このため、セグメントの内面よりセグメントの外面の方向に窪ませたボルトボックスを形成し、曲がりボルトの両端をセグメントの内面より内側に突出させない構造が知られている(特許文献1等参照)。
特開平7−150893号公報
In shield construction, if the segments are to be joined with bent bolts, if the bent bolts are protruded inward from the inner surface of the segments, the post work must be performed after covering the protruding portions with concrete or the like. It ’s hard. For this reason, a structure is known in which a bolt box recessed from the inner surface of the segment in the direction of the outer surface of the segment is formed and both ends of the bent bolt are not protruded inward from the inner surface of the segment (see Patent Document 1, etc.).
JP 7-150893 A

しかしながら、曲がりボルトが曲がり孔より抜けないように曲がりボルトの両端に設けるナットをボルトの両端に締結するためには、スパナなどの締結工具が必要であり、上記ボルトボックスを形成する凹部としては、締結工具を使用するための作業スペースを確保するために大きな凹部を形成する必要がある。よって、曲がりボルトの両端にナットを締結してセグメント同士を接合した後に上記大きな凹部により形成されたボルトボックスを埋める後作業が必要となるので、工事が煩雑となる。   However, in order to fasten the nuts provided at both ends of the bending bolt so that the bending bolt does not come out of the bending hole, a fastening tool such as a spanner is required, and as the recess forming the bolt box, In order to secure a working space for using the fastening tool, it is necessary to form a large recess. Therefore, after the nuts are fastened to both ends of the bending bolt and the segments are joined to each other, a post-operation for filling the bolt box formed by the large concave portion is necessary, so that the construction becomes complicated.

本発明によれば、シールドマシンの後方にセグメントを組立てていってトンネルを構築するシールドトンネルの構築方法において、セグメントにはセグメントの内面と端面とに連続する曲がり孔を形成しておき、2つのセグメントの端面同士を突合わせて連続させた2つのセグメントの曲がり孔に曲がりボルトを挿入して、曲がりボルトの両端をそれぞれのセグメントの内面より突出させた状態のまま曲がりボルトを曲がり孔より抜けないように締結部材により固定することでセグメント同士を接合し、後に当該接合部分の曲がりボルトの締結部材による締結を解除して曲がりボルトを曲がり孔より引抜いて取外したことを特徴とする。
本発明のシールドトンネルの構築方法に使用する曲がりボルト継手によれば、2つのセグメントの端面同士を突合わせた場合に両端の開口がそれぞれのセグメントの内面に連続する曲がり孔と、この曲がり孔内に挿入されて2つのセグメントの内面の開口より両端を突出させた曲がりボルトと、曲がりボルトの端部を貫通してセグメントの内面に着座する座金と、曲がりボルトの端部のねじ部に締結されて座金をセグメントの内面に押付けることで、曲がりボルトを曲がり孔より抜けないように固定してセグメント同士を接合する締結部材とで形成され、上記座金は、セグメントの内面の曲面に対応する形状に形成された曲面部と、締結部材からの圧力を受ける受圧面と、曲面部と受圧面との間を繋ぐよう貫通させた曲がりボルト通し孔とを備えた。上記座金の代わりに、柱筒状に形成されて、柱筒の一端面の一部または全部と柱筒の周面の一部とがセグメントの内面における曲がり孔の開口付近に形成された凹部に収納される座金を用いた。また、他の曲がりボルト継手は、2つのセグメントの端面同士を突合わせた場合に両端の開口がそれぞれのセグメントの内面に連続する曲がり孔と、この曲がり孔内に挿入されて2つのセグメントの内面の開口より両端を突出させた曲がりボルトと、曲がりボルトの一端部を貫通してセグメントの内面に着座する座金と、曲がりボルトの一端部に形成されたねじ部に締結される締結部材とで形成され、曲がりボルトの他端部には、セグメントの内面に形成された曲がり孔の開口の径より大きくてセグメントの内面に係止する係止部と摘み部とを備え、曲がりボルトの一端部のねじ部に締結部材を締結して座金をセグメントの内面に押付けて固定するとともに、係止部を内面に係止させることで、曲がりボルトが曲がり孔より抜けないように固定されてセグメント同士を接合した。
According to the present invention, in the shield tunnel construction method in which the segment is assembled behind the shield machine and the tunnel is constructed, the segment is formed with a curved hole continuous between the inner surface and the end surface of the segment. Insert the bending bolts into the bending holes of the two segments where the end faces of the segments are connected to each other, and keep both ends of the bending bolts protruding from the inner surfaces of the segments so that the bending bolts do not come out of the bending holes. As described above, the segments are joined together by fixing with a fastening member, and the fastening by the fastening member of the bent bolt of the joint portion is later released, and the bent bolt is pulled out from the bent hole and removed.
According to the bent bolt joint used in the method for constructing a shield tunnel of the present invention, when the end surfaces of two segments are brought into contact with each other, a bent hole in which the openings at both ends are continuous with the inner surface of each segment, and the inside of the bent hole The bolt is inserted into the two segments and bent at both ends through the openings on the inner surface of the two segments, a washer passing through the end of the bent bolt and seated on the inner surface of the segment, and a threaded portion at the end of the bent bolt By pressing the washer against the inner surface of the segment, it is formed with a fastening member that fixes the bending bolt so that it does not come out of the bending hole and joins the segments, and the washer has a shape corresponding to the curved surface of the inner surface of the segment A curved surface portion formed on the pressure member, a pressure receiving surface that receives pressure from the fastening member, and a bent bolt through hole that is passed through to connect the curved surface portion and the pressure receiving surface. I was painting. Instead of the washer, it is formed in a cylindrical shape, and a part or all of one end surface of the cylindrical tube and a part of the peripheral surface of the cylindrical tube are formed in a recess formed near the opening of the curved hole in the inner surface of the segment. The washer to be stored was used. In addition, other bent bolt joints include a bent hole in which openings at both ends are continuous with the inner surface of each segment when the end surfaces of the two segments abut each other, and the inner surfaces of the two segments inserted into the bent holes. Formed by a bent bolt with both ends protruding from the opening, a washer that passes through one end of the bent bolt and is seated on the inner surface of the segment, and a fastening member that is fastened to a screw portion formed at one end of the bent bolt The other end of the bending bolt is provided with a locking portion and a knob which are larger than the diameter of the opening of the bending hole formed on the inner surface of the segment and engage with the inner surface of the segment. A fastening member is fastened to the threaded portion and the washer is pressed against the inner surface of the segment to fix it, and the locking portion is locked to the inner surface, so that the bent bolt is not pulled out of the bent hole. Joining the segments together are.

本発明におけるシールドトンネルの構築方法によれば、セグメント同士の接合を曲がりボルト継手により接合した後に、曲がりボルトを曲がり孔より取り外すので、接合の際には曲がりボルトの両端部をセグメントの内面より突出させておくことができて、従来のような大きな凹部のボルトボックスを不要でき、曲がり孔の開口の穴埋めに要する後処理を容易にできる。セグメントの内面の曲面に対応する形状に形成された曲面部を備えた座金を用いることで、セグメントの内面における凹部の形成を不要とでき、曲がり孔の開口の穴埋めに要する後処理を容易にできる。柱筒状の座金を用いれば、座金の製造コストを削減でき、経済的に有利となるとともに、柱筒状の座金を収納するためにセグメントの内面に形成された凹部は締結工具の作業スペースを確保する必要がないために小さくできるので、凹部を埋めるための後作業を少なくできる。他端部に係止部と摘み部とを備えた曲がりボルトを用いたことで、締結部材の締結作業を少なくできるとともに、人が摘み部をつかんで曲がりボルトを曲がり孔より容易に引き抜くことができることから、作業の容易化を促進できる。   According to the shield tunnel construction method of the present invention, since the bent bolts are removed from the bent holes after joining the segments with the bent bolt joint, both ends of the bent bolt protrude from the inner surface of the segment when joining. Thus, a bolt box having a large recess as in the prior art can be dispensed with, and post-processing required to fill the opening of the bent hole can be facilitated. By using a washer having a curved surface formed in a shape corresponding to the curved surface of the inner surface of the segment, it is not necessary to form a recess in the inner surface of the segment, and post-processing required to fill the opening of the bent hole can be facilitated. . The use of a cylindrical washer can reduce the manufacturing cost of the washer, which is economically advantageous, and the recess formed on the inner surface of the segment to accommodate the cylindrical washer reduces the work space for the fastening tool. Since it is not necessary to ensure, it can be made small, so that the post-operation for filling the recess can be reduced. By using a bent bolt with a locking portion and a knob at the other end, the fastening work of the fastening member can be reduced, and a person can grasp the knob and easily pull out the bent bolt from the bent hole. Therefore, it is possible to facilitate the work.

図1〜図3は本形態を示し、図1はシールドトンネルの構築方法におけるセグメント同士の接合方法を示し、図2は曲がりボルトによるセグメント同士の接合部の断面を示し、図3はシールド工法によるシールドトンネルの構築方法の概要を示す。   1 to 3 show this embodiment, FIG. 1 shows a method for joining segments in a shield tunnel construction method, FIG. 2 shows a cross-section of a joint portion between segments using a bent bolt, and FIG. 3 shows a shield construction method. The outline of the construction method of the shield tunnel is shown.

図3に示すように、シールド工事は、シールドマシン1の後方に複数のセグメント2を接合していって円筒壁体3を組立て、組立てた円筒壁体3の前面4でシールドマシン1の推進ジャッキ5の反力をとってシールドマシン1を推進させて地山100を掘進してから上記円筒壁体3の前面4に新しい円筒壁体3を組立て、以後、シールドマシン1の推進と円筒壁体3の組立てとを繰り返してトンネル壁体を構築する。1つ1つのセグメント2は、上記円筒壁体3の中心線を基準として所定の角度間隔で分割した円筒周面の一部に相当する形状に形成された板状のコンクリート製品である。すなわち、シールドトンネルを構成するパーツである。   As shown in FIG. 3, in the shield work, a plurality of segments 2 are joined to the rear of the shield machine 1 to assemble the cylindrical wall body 3, and the propulsion jack of the shield machine 1 is formed on the front surface 4 of the assembled cylindrical wall body 3. 5, the shield machine 1 is propelled by driving the shield machine 1 and excavating the natural ground 100, and then a new cylindrical wall body 3 is assembled on the front surface 4 of the cylindrical wall body 3. Thereafter, the propulsion of the shield machine 1 and the cylindrical wall body are assembled. The assembly of 3 is repeated and a tunnel wall body is constructed. Each segment 2 is a plate-shaped concrete product formed in a shape corresponding to a part of a cylindrical peripheral surface divided at a predetermined angular interval with the center line of the cylindrical wall 3 as a reference. That is, it is a part that constitutes a shield tunnel.

セグメント2同士は、構築するトンネルの周方向に沿ってセグメント2同士を接合していくセグメント間接合とトンネルの進行方向に沿ってセグメント2同士を接合していくリング間接合とにより接合される。本形態では、図1(b)に示すように、セグメント2同士のセグメント間接合に仮設継手としての曲がりボルト継手6を用い、セグメント2同士のリング間接合に周知の例えばピン継手7を用いる。   The segments 2 are joined by an inter-segment joint that joins the segments 2 along the circumferential direction of the tunnel to be constructed and an inter-ring joint that joins the segments 2 along the traveling direction of the tunnel. In this embodiment, as shown in FIG. 1B, a bent bolt joint 6 as a temporary joint is used for joining the segments 2 to each other, and a well-known pin joint 7 is used for joining the rings between the segments 2.

以下、セグメント2において、トンネルの進行方向に沿った方向に対応する方向を幅方向、トンネルの周面を1周する方向を周方向として説明する。図1に示すように、セグメント2の幅方向における両側の端面8;9のうち、一方の端面8にはピン継手7が当該端面8より突出した状態に設けられ、他方の端面9には当該セグメント2と接合されるセグメント2に設けられた上記ピン継手7が嵌合されるピン継手受孔10が形成される。セグメント2の幅方向における両側の端面のうちの1つの端面9に近い側で、かつ、セグメント2の周方向における両側の端面11;11側には、セグメント2の周方向における端面11とセグメントの内面12とに貫通する曲がり孔13が形成される。図4に示すように、曲がり孔13内には金属や塩化ビニルにより形成された管14が挿入される。   Hereinafter, in the segment 2, a direction corresponding to the direction along the traveling direction of the tunnel will be described as a width direction, and a direction of making one round of the tunnel circumferential surface will be described as a circumferential direction. As shown in FIG. 1, among the end faces 8; 9 on both sides in the width direction of the segment 2, one end face 8 is provided with a pin joint 7 protruding from the end face 8, and the other end face 9 A pin joint receiving hole 10 into which the pin joint 7 provided in the segment 2 to be joined to the segment 2 is fitted is formed. On the side close to one end surface 9 among the end surfaces on both sides in the width direction of the segment 2 and on both end surfaces 11; 11 side in the circumferential direction of the segment 2, the end surface 11 in the circumferential direction of the segment 2 and the segment A bent hole 13 penetrating the inner surface 12 is formed. As shown in FIG. 4, a tube 14 made of metal or vinyl chloride is inserted into the bending hole 13.

曲がりボルト継手6は、曲がりボルト15と座金16と締結部材としてのナット17と曲がり孔18とにより構成される。曲がりボルト15の長さは、2つのセグメント2;2の周方向における端面11;11同士を突き合わせて互いに連通する2つの曲がり孔13;13とにより形成された曲がり孔18の長さより長い。座金16は、セグメント2の内面12の曲面に対応する形状に形成された曲面部19と、ナット17の締結による圧力を受ける受圧面20と、曲面部19と受圧面20との間を繋ぐよう貫通させた曲がりボルト通し孔21とを備える。すなわち、座金16は、筒柱状の座金の一端がセグメント2の内面12の曲面に対応する形状に加工されて曲面部19として形成されたものである。曲がりボルト15を曲がり孔18内の管14内をスライドさせて曲がり孔18内に挿入し、セグメント2の内面12に延長する曲がり孔18の両端の開口22より曲がりボルト15の両方の端部23を同じ長さだけ突出させる。開口22より突出する端部23の周面にはねじ部24が形成される。座金16のボルト通し孔21に端部23を通した座金16の曲面部19をセグメント2の内面12に接触させた状態において、ねじ部24は座金16の受圧面20を超えて開口22付近まで形成されていることから、ねじ部24にナット17を挿入して締結した場合に、ナット17を締め付けることで座金16をセグメント2の内面12に押し付けることができ、曲がりボルト15が曲がり孔18より外れないよう強固に固定される。このような構成の曲がりボルト継手6により、セグメント2同士が接合される。   The bent bolt joint 6 includes a bent bolt 15, a washer 16, a nut 17 as a fastening member, and a bent hole 18. The length of the bending bolt 15 is longer than the length of the bending hole 18 formed by two end holes 11 in the circumferential direction of the two segments 2; 2 and the two bending holes 13; The washer 16 connects the curved surface portion 19 formed in a shape corresponding to the curved surface of the inner surface 12 of the segment 2, the pressure receiving surface 20 that receives pressure by fastening the nut 17, and the curved surface portion 19 and the pressure receiving surface 20. A bent bolt through hole 21 is provided. That is, the washer 16 is formed as a curved surface portion 19 by processing one end of the cylindrical washer into a shape corresponding to the curved surface of the inner surface 12 of the segment 2. The bending bolt 15 is inserted into the bending hole 18 by sliding in the tube 14 in the bending hole 18, and both ends 23 of the bending bolt 15 from the openings 22 at both ends of the bending hole 18 extending to the inner surface 12 of the segment 2. Project the same length. A threaded portion 24 is formed on the peripheral surface of the end portion 23 protruding from the opening 22. In a state where the curved surface portion 19 of the washer 16 passing through the end portion 23 through the bolt through hole 21 of the washer 16 is brought into contact with the inner surface 12 of the segment 2, the screw portion 24 extends beyond the pressure receiving surface 20 of the washer 16 to the vicinity of the opening 22. Therefore, when the nut 17 is inserted into the threaded portion 24 and fastened, the washer 16 can be pressed against the inner surface 12 of the segment 2 by tightening the nut 17, and the bending bolt 15 is inserted from the bending hole 18. It is firmly fixed so that it does not come off. The segments 2 are joined together by the bent bolt joint 6 having such a configuration.

図1に基づいてシールドトンネルの構築方法を説明する。既に組立てた円筒壁体3(図3参照)の前面4で推進ジャッキ5の反力をとってシールドマシン1を推進させて地山100を掘進し、そして、シールドマシン1の後方に新たな円筒壁体3を組み立てて行く。この際、図1(a)のように、2つのセグメント2の周方向における端面11;11同士を突き合わせて曲がり孔13;13を互いに連通させた状態とした後に、図1(b)のように、予め型枠による成型の際に曲がり孔13内に設けられた管14内に開口22から曲がりボルト15を挿入して、曲がりボルト15の両端部23;23を2つのセグメント2;2の内面12より突出させ、セグメント2の内面12より突出させた曲がりボルト15の両端部23;23に座金16;16を挿入して、両端部23;23のねじ部24;24にナット17;17を締結する。以上により、セグメント2同士のセグメント間が曲がりボルト継手6により接合される。その後、曲がりボルト継手6で接合されたセグメント2と新たなセグメント2とのリング間接合をピン継手7により行い、さらに、曲がりボルト継手6によりセグメント2同士のセグメント間を接合していく。以上を繰り返し、シールドトンネルを構築していく。この構築作業において、曲がりボルト継手6による接合部分は、この接合部分を有するセグメント2が施工時荷重(シールドマシン1の掘進推力)を受ける期間は、そのままとしておくことで、施工時荷重により発生するセグメント2;2間の目違い(内面12;12の位置がずれることで段差を生じること)や目開き(端面11;11間に隙間を生じること)を防止できる。曲がりボルト15は、この曲がりボルト15で接合されているセグメント2に作用する施工時荷重の大きさが影響範囲外となった段階で取り外し、シールドマシン1側のこれから組み立てる新たなセグメント2;2同士の接合に使用する。施工時荷重の大きさが影響範囲外となるのは、例えば、推進ジャッキ5の圧力を受ける先端側のセグメント2の受圧面である前面4と曲がりボルト継手6による接合部分との間の距離X(図3参照)が20m〜30mとなった場合である。すなわち、曲がりボルト継手6による接合部分がシールドマシン1の推進力の影響を受けないぐらいにシールドマシン1より離れた場合に、当該接合部分の曲がりボルト15のナット17による締結を解除して曲がりボルト15を曲がり孔18より引抜いて取外す。曲がりボルト15を取り外した後の曲がり孔18の開口22は図外のキャップやモルタル等の塞ぎ材で穴埋めする。この場合、セグメント2の内面12において開口する開口22を塞げばよいので、開口22を塞ぐ後処理が簡単となり、従来技術のような大きな凹部により形成されたボルトボックスを埋める後作業に比べて作業が容易となる。すなわち、セグメント2の内面12の曲面に対応する形状に形成された曲面部19を備えた座金16を用いることで、接合の際には曲がりボルト15の両端部23;23をセグメント2の内面12より突出させておくことができ、また、セグメント2;2同士の接合を曲がりボルト継手6により接合した後に曲がりボルト15を曲がり孔18より取り外すので、ナット17の締結工具を使用するための作業スペースを確保するための凹部によるボルトボックスをセグメント2の内面12に形成する必要がなくなり、また、曲がり孔18の開口22;22の穴埋めに要する後処理も容易にできる。   A method for constructing a shield tunnel will be described with reference to FIG. The shield machine 1 is driven by the reaction force of the propulsion jack 5 on the front surface 4 of the cylindrical wall 3 (see FIG. 3) that has already been assembled, and the ground 100 is dug. Assemble the wall 3. At this time, as shown in FIG. 1A, after the end surfaces 11; 11 in the circumferential direction of the two segments 2 are brought into contact with each other and the bending holes 13; 13 are in communication with each other, In addition, the bending bolt 15 is inserted into the tube 14 provided in the bending hole 13 in advance during molding by the mold, and the both ends 23; 23 of the bending bolt 15 are connected to the two segments 2; The washer 16; 16 is inserted into both ends 23; 23 of the bending bolt 15 that protrudes from the inner surface 12 and protrudes from the inner surface 12 of the segment 2, and nuts 17; 17 are inserted into the screw portions 24; 24 of the both ends 23; 23. Conclude. As described above, the segments 2 are joined to each other by the bent bolt joint 6. Thereafter, the ring 2 between the segment 2 joined by the bent bolt joint 6 and the new segment 2 is joined by the pin joint 7, and the segments of the segments 2 are joined by the bent bolt joint 6. Repeat the above to build a shield tunnel. In this construction operation, the joint portion by the bent bolt joint 6 is generated by the construction load by leaving the segment 2 having the joint portion subjected to the construction load (digging thrust of the shield machine 1) as it is. It is possible to prevent the difference between the segments 2; 2 (the difference between the positions of the inner surface 12; 12) and the opening (the gap between the end surfaces 11; 11). The bent bolt 15 is removed when the construction load acting on the segment 2 joined by the bent bolt 15 is out of the influence range, and the new segment 2 to be assembled on the shield machine 1 side; Used for joining. The magnitude of the load during construction falls outside the range of influence, for example, the distance X between the front surface 4 that is the pressure receiving surface of the segment 2 on the tip side that receives the pressure of the propulsion jack 5 and the joint portion by the bent bolt joint 6 (Refer to FIG. 3) is 20 m to 30 m. That is, when the joint portion by the bent bolt joint 6 is separated from the shield machine 1 so as not to be affected by the propulsive force of the shield machine 1, the fastening by the nut 17 of the bent bolt 15 at the joint portion is released and the bent bolt is released. 15 is pulled out from the bending hole 18 and removed. The opening 22 of the bending hole 18 after removing the bending bolt 15 is filled with a sealing material such as a cap or mortar not shown. In this case, since it is only necessary to close the opening 22 opened in the inner surface 12 of the segment 2, the post-processing for closing the opening 22 is simplified, and the work is performed in comparison with the post work for filling the bolt box formed by the large concave portion as in the prior art. Becomes easy. That is, by using the washer 16 provided with the curved surface portion 19 formed in a shape corresponding to the curved surface of the inner surface 12 of the segment 2, both end portions 23; 23 of the bending bolt 15 are connected to the inner surface 12 of the segment 2 at the time of joining. Since the bent bolt 15 is removed from the bent hole 18 after joining the segments 2; 2 by the bent bolt joint 6, the work space for using the fastening tool of the nut 17 can be provided. It is no longer necessary to form a bolt box with a recess for securing the inner surface 12 of the segment 2, and post-processing required to fill the openings 22; 22 of the bent holes 18 can be facilitated.

他の形態1.
図4に示すような柱筒状に形成された座金30を用いてもよい。柱筒状の座金30は、一端面31の全部(または一部)と周面32の一部とがセグメント2の内面12における曲がり孔18の開口22付近に形成された凹部33に収納されるとともに、ナット17からの圧力を受ける受圧面となる他端面34と、一端面31と他端面34との間を繋ぐよう貫通させた曲がりボルト通し孔35とを備える。この座金30が凹部33に収納されることで、曲がりボルト15の両端部23;23のねじ部24;24に締結されるナット17;17がセグメント2;2の内面12;12より突出する位置に設定される。このような柱筒状の座金30は、上述したような下面を曲面に形成した特殊な座金16を用いる場合と比べて製造コストを削減でき、経済的に有利となる。また、従来技術のように、スパナなどの締結工具を使用するための作業スペースを確保するための大きな凹部を形成する必要がなくなり、曲がりボルト15を曲がり孔18より引き抜いて取り外した後凹部33を埋める後作業を少なくできる。
Other forms
A washer 30 formed in a columnar shape as shown in FIG. 4 may be used. The columnar washer 30 is housed in a recess 33 formed in the vicinity of the opening 22 of the bent hole 18 in the inner surface 12 of the segment 2, with all (or part) of the one end surface 31 and part of the peripheral surface 32. In addition, the other end surface 34 serving as a pressure receiving surface that receives pressure from the nut 17 and a bent bolt through-hole 35 penetrating so as to connect between the one end surface 31 and the other end surface 34 are provided. When this washer 30 is housed in the recess 33, the nut 17; 17 fastened to the threaded portion 24; 24 of both ends 23; 23 of the bending bolt 15 protrudes from the inner surface 12; 12 of the segment 2; 2. Set to Such a column-shaped washer 30 is economically advantageous compared to the case where the special washer 16 having a curved lower surface as described above is used. Further, unlike the prior art, it is not necessary to form a large recess for securing a work space for using a fastening tool such as a spanner, and the recess 33 is formed after the bending bolt 15 is pulled out and removed from the bending hole 18. Less work after filling.

他の形態2.
図5に示すような曲がりボルト40を用いてもよい。曲がりボルト40は、一端部41にはねじ部24が形成され、他端部42にはセグメント2の内面12に形成された曲がり孔18の開口22の径より大きくて内面12に係止する係止部43及び摘み部44とを備える。すなわち、他端部42に係止部43及び摘み部44とが一体に形成された曲がりボルト40を備える。そして、曲がりボルト40の一端部41側から曲がり孔18内に曲がりボルト40を挿入していって、曲がりボルト40の他端部42に設けられた係止部43の下面であり、セグメント2の内面12の面形状に対応して形成された係止面45を、セグメント2の内面12に係止させた後に、曲がり孔18を通過して内面12より突出する曲がりボルト40の他端部42のねじ部24に座金16とナット17を順番に挿入してからナット17を締結して座金16をセグメント2の内面12に押付けて固定する。これにより、曲がりボルト40が曲がり孔18より抜けないように固定されてセグメント2;2同士が接合される。摘み部44は、指を引っ掛けるためのくびれ部46を備える。よって、曲がりボルト40を曲がり孔18より引き抜いて取り外す際には、ナット17をねじ部24より取り外してから、人が摘み部44をつかんで曲がりボルト40を曲がり孔18より容易に引き抜くことができ、作業の容易化を促進できる。また、曲がりボルト40の一端部41のねじ部24にのみナット17を締結すればよく、ナット17の締結作業を少なくできる。図5では、図2の座金16を用いる場合の曲がりボルト40を例示しているが、図4の座金30を用いてもよく、この場合、係止部43を座金30の形状と同じ形状に形成すればよい。
Other forms
A bending bolt 40 as shown in FIG. 5 may be used. The bent bolt 40 has a threaded portion 24 formed at one end 41 and a diameter larger than the diameter of the opening 22 of the bent hole 18 formed in the inner surface 12 of the segment 2 at the other end 42 and is engaged with the inner surface 12. A stop 43 and a knob 44 are provided. In other words, the other end portion 42 includes a bent bolt 40 in which a locking portion 43 and a knob portion 44 are integrally formed. The bending bolt 40 is inserted into the bending hole 18 from the one end 41 side of the bending bolt 40, and is the lower surface of the locking portion 43 provided at the other end 42 of the bending bolt 40. After the locking surface 45 formed corresponding to the surface shape of the inner surface 12 is locked to the inner surface 12 of the segment 2, the other end portion 42 of the bending bolt 40 that protrudes from the inner surface 12 through the bending hole 18. After the washer 16 and the nut 17 are inserted into the threaded portion 24 in this order, the nut 17 is fastened and the washer 16 is pressed against the inner surface 12 of the segment 2 and fixed. Thus, the bending bolt 40 is fixed so as not to come out of the bending hole 18 and the segments 2; 2 are joined. The knob 44 includes a constricted portion 46 for hooking a finger. Therefore, when the bending bolt 40 is pulled out and removed from the bending hole 18, the nut 17 is removed from the screw portion 24, and then a person can easily pull the bending bolt 40 from the bending hole 18 by holding the knob 44. , Can facilitate the work. Further, the nut 17 may be fastened only to the threaded portion 24 of the one end 41 of the bending bolt 40, and the fastening work of the nut 17 can be reduced. 5 illustrates the bending bolt 40 in the case of using the washer 16 of FIG. 2, the washer 30 of FIG. 4 may be used, and in this case, the locking portion 43 has the same shape as the shape of the washer 30. What is necessary is just to form.

他の形態3.
図6に示すように、図2のような曲がりボルト15を用い、曲がりボルト15の一方の端部23側のねじ部24(図2の曲がりボルト15よりねじ部24の長さが長い方が好ましい)に着脱自在なねじ締結キャップ50を取付けることで、当該取付けられたねじ締結キャップ50で摘み部44を形成しても良い。このようにすれば、曲がりボルト15の2つの端部23;23のいずれからでも曲がりボルト15を曲がり孔18に挿入でき、曲がり孔18を通過して曲がりボルト15の両方の端部23;23を内面12より突出させてから座金16、ナット17及びねじ締結キャップ50を取付ければよいので、作業性を向上できる。この場合、ねじ締結キャップ50の取付けられる側においてナット17で内面12の方向に押し付けられる座金16が係止部を形成する。尚、一方の端部23側にねじ締結キャップ50及びナット17に相当する形状物を一体に形成した曲がりボルトを用いても良い。
Other forms
As shown in FIG. 6, a bending bolt 15 as shown in FIG. 2 is used, and a screw portion 24 on one end 23 side of the bending bolt 15 (the longer the length of the screw portion 24 than the bending bolt 15 of FIG. 2). By attaching the detachable screw fastening cap 50 to (preferably), the knob 44 may be formed by the attached screw fastening cap 50. In this way, the bending bolt 15 can be inserted into the bending hole 18 from either of the two end portions 23; 23 of the bending bolt 15, passes through the bending hole 18, and both ends 23; 23 of the bending bolt 15. Since the washer 16, the nut 17 and the screw fastening cap 50 may be attached after protruding from the inner surface 12, workability can be improved. In this case, the washer 16 pressed against the inner surface 12 by the nut 17 on the side to which the screw fastening cap 50 is attached forms a locking portion. In addition, you may use the bending bolt which integrally formed the shape equivalent to the screw fastening cap 50 and the nut 17 in the one edge part 23 side.

上記では、曲がりボルト継手6をセグメント2;2同士のセグメント間接合に用いたが、曲がりボルト継手6をセグメント2;2同士のリング間接合に用いても良い。また、曲がり孔18内に管14を設けた場合は、曲がりボルト15;40が管14内を滑りやすくなり、曲がりボルト15;40の着脱作業の容易化を図れるが、曲がり孔18内に管14を設けないようすればコストを削減できる。   In the above description, the bent bolt joint 6 is used for joining the segments 2; 2 to each other, but the bent bolt joint 6 may be used for joining the segments 2; Further, when the pipe 14 is provided in the bending hole 18, the bending bolt 15; 40 can easily slide in the pipe 14, and the bending bolt 15; 40 can be easily attached and detached. If the 14 is not provided, the cost can be reduced.

セグメント同士の接合方法を示す図(最良の形態)。The figure which shows the joining method of segments (best form). 曲がりボルト継手によるセグメント同士の接合部の断面図(最良の形態)。Sectional drawing of the junction part of the segments by a bending bolt joint (best form). シールドトンネルの構築方法を示す断面図(最良の形態)。Sectional drawing which shows the construction method of a shield tunnel (best form). 曲がりボルト継手によるセグメント同士の接合部の断面図(他の形態1)。Sectional drawing of the junction part of the segments by a bending bolt joint (other form 1). 曲がりボルト継手によるセグメント同士の接合部の断面図(他の形態2)。Sectional drawing of the junction part of the segments by a bending bolt joint (other form 2). 曲がりボルト継手によるセグメント同士の接合部の断面図(他の形態3)。Sectional drawing of the junction part of the segments by a bending bolt joint (other form 3).

符号の説明Explanation of symbols

1 シールドマシン、2 セグメント、11 セグメントの端面、
12 セグメントの内面、13;18 曲がり孔、15;40 曲がりボルト、
16 座金、17 ナット(締結部材)、19 曲面部、20 座金の受圧面、
21 曲がりボルト通し孔、22 開口、23 端部、24 ねじ部、
43 係止部、44 摘み部。
1 shield machine, 2 segments, 11 segment end faces,
12 inner surface of the segment, 13; 18 bent hole, 15; 40 bent bolt,
16 washer, 17 nut (fastening member), 19 curved surface part, 20 pressure receiving surface of washer,
21 bent bolt through hole, 22 opening, 23 end, 24 threaded part,
43 locking part, 44 picking part.

Claims (4)

シールドマシンの後方にセグメントを組立てていってトンネルを構築するシールドトンネルの構築方法において、セグメントにはセグメントの内面と端面とに連続する曲がり孔を形成しておき、2つのセグメントの端面同士を突合わせて連続させた2つのセグメントの曲がり孔に曲がりボルトを挿入して、曲がりボルトの両端をそれぞれのセグメントの内面より突出させた状態のまま曲がりボルトを曲がり孔より抜けないように締結部材により固定することでセグメント同士を接合し、後に当該接合部分の曲がりボルトの締結部材による締結を解除して曲がりボルトを曲がり孔より引抜いて取外したことを特徴とするシールドトンネルの構築方法。   In a method for constructing a shield tunnel in which a segment is assembled behind a shield machine to construct a tunnel, a curved hole is formed in the segment on the inner surface and end surface of the segment, and the end surfaces of the two segments are projected. Insert the bending bolts into the bending holes of the two segments that are connected together, and fix the bending bolts with the fastening members so that both ends of the bending bolts protrude from the inner surfaces of the respective segments. A method for constructing a shield tunnel, characterized in that the segments are joined to each other, the fastening of the bent bolt of the joint portion is later released by the fastening member, and the bent bolt is pulled out from the bent hole and removed. 2つのセグメントの端面同士を突合わせた場合に両端の開口がそれぞれのセグメントの内面に連続する曲がり孔と、この曲がり孔内に挿入されて2つのセグメントの内面の開口より両端を突出させた曲がりボルトと、曲がりボルトの端部を貫通してセグメントの内面に着座する座金と、曲がりボルトの端部のねじ部に締結されて座金をセグメントの内面に押付けることで、曲がりボルトを曲がり孔より抜けないように固定してセグメント同士を接合する締結部材とで形成され、上記座金は、セグメントの内面の曲面に対応する形状に形成された曲面部と、締結部材からの圧力を受ける受圧面と、曲面部と受圧面との間を繋ぐよう貫通させた曲がりボルト通し孔とを備えたことを特徴とする請求項1に記載のシールドトンネルの構築方法に使用する曲がりボルト継手。   When the end faces of two segments are butted together, a bent hole with openings at both ends continuing to the inner surface of each segment, and a bend with both ends protruding from the openings of the inner surfaces of the two segments inserted into the bent holes Bolts, washers that pass through the ends of the bent bolts and are seated on the inner surface of the segment, and are fastened to the threaded portions of the end of the bent bolts to press the washers against the inner surface of the segment. It is formed with a fastening member that is fixed so as not to come off and joins the segments, and the washer includes a curved surface formed in a shape corresponding to the curved surface of the inner surface of the segment, and a pressure receiving surface that receives pressure from the fastening member 2. The shield tunnel construction method according to claim 1, further comprising a bent bolt through-hole penetrating the curved surface portion and the pressure-receiving surface. That bend bolted joint. 2つのセグメントの端面同士を突合わせた場合に両端の開口がそれぞれのセグメントの内面に連続する曲がり孔と、この曲がり孔内に挿入されて2つのセグメントの内面の開口より両端を突出させた曲がりボルトと、曲がりボルトの端部を貫通してセグメントの内面に着座する座金と、曲がりボルトの端部のねじ部に締結されて座金をセグメントの内面に押付けることで、曲がりボルトを曲がり孔より抜けないように固定してセグメント同士を接合する締結部材とで形成され、上記座金は、柱筒状に形成され、柱筒の一端面の一部または全部と柱筒の周面の一部とがセグメントの内面における曲がり孔の開口付近に形成された凹部に収納されるとともに、締結部材からの圧力を受ける受圧面となる柱筒の他端面と、柱筒の一端面と他端面との間を繋ぐよう貫通させた曲がりボルト通し孔とを備えたことを特徴とする請求項1に記載のシールドトンネルの構築方法に使用する曲がりボルト継手。   When the end faces of two segments are butted together, a bent hole with openings at both ends continuing to the inner surface of each segment, and a bend with both ends protruding from the openings of the inner surfaces of the two segments inserted into the bent holes Bolts, washers that pass through the ends of the bent bolts and are seated on the inner surface of the segment, and are fastened to the threaded portions of the end of the bent bolts to press the washers against the inner surface of the segment. It is formed with a fastening member that is fixed so as not to come off and joins the segments, and the washer is formed in a columnar shape, and a part or all of one end surface of the columnar tube and a part of the peripheral surface of the columnar tube Is housed in a recess formed in the inner surface of the segment in the vicinity of the opening of the bent hole, and the other end surface of the column cylinder serving as a pressure receiving surface that receives pressure from the fastening member, and one end surface and the other end surface of the column cylinder Bending bolted joints using the method for constructing a shield tunnel according to claim 1, characterized in that a pierced so the bending bolt through hole to connect. 2つのセグメントの端面同士を突合わせた場合に両端の開口がそれぞれのセグメントの内面に連続する曲がり孔と、この曲がり孔内に挿入されて2つのセグメントの内面の開口より両端を突出させた曲がりボルトと、曲がりボルトの一端部を貫通してセグメントの内面に着座する座金と、曲がりボルトの一端部に形成されたねじ部に締結される締結部材とで形成され、曲がりボルトの他端部には、セグメントの内面に形成された曲がり孔の開口の径より大きくてセグメントの内面に係止する係止部と摘み部とを備え、曲がりボルトの一端部のねじ部に締結部材を締結して座金をセグメントの内面に押付けて固定するとともに、係止部を内面に係止させることで、曲がりボルトが曲がり孔より抜けないように固定されてセグメント同士を接合したことを特徴とする請求項1に記載のシールドトンネルの構築方法に使用する曲がりボルト継手。   When the end faces of two segments are butted together, a bent hole with openings at both ends continuing to the inner surface of each segment, and a bend with both ends protruding from the openings of the inner surfaces of the two segments inserted into the bent holes Formed by a bolt, a washer that passes through one end of the bending bolt and is seated on the inner surface of the segment, and a fastening member that is fastened to a threaded portion that is formed at one end of the bending bolt. Includes a locking portion and a knob that are larger than the diameter of the opening of the bent hole formed on the inner surface of the segment and are locked to the inner surface of the segment, and fastens the fastening member to the screw portion at one end of the bent bolt. The washer is pressed against the inner surface of the segment and fixed, and the locking part is locked to the inner surface, so that the bending bolt is fixed so that it does not come out of the bending hole, and the segments are joined together. Bending bolted joints using the method for constructing a shield tunnel according to claim 1, characterized in that.
JP2004309634A 2004-10-25 2004-10-25 Construction method of shield tunnel, and bent bolt joint for use in the method Withdrawn JP2006118306A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109374865A (en) * 2018-12-07 2019-02-22 华侨大学 A kind of shield tunnel scaled model considering curved bolt clipping forcee and production method
JP2019214874A (en) * 2018-06-13 2019-12-19 前田建設工業株式会社 Connection structure and connection method of shield segments
JP7001304B1 (en) * 2021-10-13 2022-01-19 ベルテクス株式会社 Assembled box-shaped manhole

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019214874A (en) * 2018-06-13 2019-12-19 前田建設工業株式会社 Connection structure and connection method of shield segments
JP7090480B2 (en) 2018-06-13 2022-06-24 前田建設工業株式会社 Connection structure and connection method of shield segment
CN109374865A (en) * 2018-12-07 2019-02-22 华侨大学 A kind of shield tunnel scaled model considering curved bolt clipping forcee and production method
JP7001304B1 (en) * 2021-10-13 2022-01-19 ベルテクス株式会社 Assembled box-shaped manhole

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