JPH10121897A - Assembly method of hexagonal pattern segment - Google Patents

Assembly method of hexagonal pattern segment

Info

Publication number
JPH10121897A
JPH10121897A JP8299458A JP29945896A JPH10121897A JP H10121897 A JPH10121897 A JP H10121897A JP 8299458 A JP8299458 A JP 8299458A JP 29945896 A JP29945896 A JP 29945896A JP H10121897 A JPH10121897 A JP H10121897A
Authority
JP
Japan
Prior art keywords
face
tortoise
segment
shaped segment
shaped
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP8299458A
Other languages
Japanese (ja)
Other versions
JP3253870B2 (en
Inventor
Kenji Arakawa
賢治 荒川
Koji Shiraishi
浩司 白石
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Okumura Corp
Original Assignee
Okumura Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Okumura Corp filed Critical Okumura Corp
Priority to JP29945896A priority Critical patent/JP3253870B2/en
Publication of JPH10121897A publication Critical patent/JPH10121897A/en
Application granted granted Critical
Publication of JP3253870B2 publication Critical patent/JP3253870B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the efficiency of the connection work through permanent tightening by inserting a joint bolt parallel to an inclined surface of an arc- shaped hexagonal segment, and pressing and tightening a newly installed segment assembled in a staggered manner by a propulsion jack. SOLUTION: An arc-shaped hexagonal segment is arranged in a staggered manner on a wall surface of a tunnel excavated by a shield machine by connecting forward and rear inclined surfaces 4, 5 to each other, and successively tightened by joint bolts 12, 13, 18, 19 to line the wall surface. When a new segment is connected between existing segments, the inclined surface 5 is abutted on an inclined surface of the existing segment, the joint bolts are inserted in bolt holes 6, 7, 8, 9 in a temporarily tightened condition. The segment is pressed in the axial direction by the reaction of a propulsion jack of the shield machine, and the joint bolts are permanently tightened in the pressed condition. Thus, the hexagonal segments can be firmly, correctly and efficiently connected to each other.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はシールド工法によっ
て掘削されたトンネル壁面を覆工するための亀甲型セグ
メントの組立方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for assembling a tortoise-shaped segment for lining a tunnel wall excavated by a shield method.

【0002】[0002]

【従来の技術】従来から、シールド工法によってトンネ
ルを掘進しながらその掘削壁面にセグメント覆工を施す
には、トンネル周方向に湾曲した矩形状セグメントをト
ンネル周方向に複数枚、組立てることによって1リング
分のトンネル覆工部を形成し、このトンネル覆工部を順
次トンネル長さ方向に施工していく方法と、互いに平行
な前後端面間の両端にV字状に形成された前後傾斜端面
を設けてなる亀甲型セグメントをトンネル周方向に千鳥
状に組立てながらトンネル覆工を施す方法とが知られて
いる。
2. Description of the Related Art Conventionally, in order to apply a segment lining to an excavated wall surface while excavating a tunnel by a shield method, a plurality of rectangular segments curved in the circumferential direction of the tunnel are assembled in the circumferential direction of the tunnel to assemble one ring. A method of forming a tunnel lining part for each minute and sequentially constructing the tunnel lining part in the tunnel length direction, and providing a V-shaped front and rear inclined end face at both ends between front and rear end faces parallel to each other. It is known to perform tunnel lining while assembling turtle shell segments in a staggered manner in the circumferential direction of the tunnel.

【0003】上記矩形状セグメントも亀甲型セグメント
も共にシールド掘削機内に配設したエレクターによって
把持されて掘削壁面の所定部位に供給され、矩形状セグ
メントの場合にはその長辺側後端面を既に組立てられて
1リング分のトンネル覆工部の対向するセグメントの前
端面にボルト・ナットによって連結すると共にトンネル
周方向には互いに対向する短辺側の端面を接合、連結し
ながら1リング分のトンネル覆工部を形成している。こ
の際、トンネル覆工部の形成時にはシールド掘削機の推
進ジャッキを収縮させておき、1リング分のトンネル覆
工部を組立後、該トンネル覆工部の前端面に推進ジャッ
キを押し付けてシールド掘削機を掘進させている。
[0003] Both the rectangular segment and the tortoise-shaped segment are gripped by an erector disposed in a shield excavator and supplied to a predetermined portion of an excavation wall surface. In the case of a rectangular segment, the rear end face on the long side is already assembled. One ring is connected to the front end face of the opposing segment of the tunnel lining portion by a bolt and a nut, and the short side end faces facing each other are joined and connected in the circumferential direction of the tunnel. The work part is formed. At this time, when forming the tunnel lining, the propulsion jack of the shield excavator is contracted, and after assembling the tunnel lining for one ring, the propulsion jack is pressed against the front end face of the tunnel lining to excavate the shield. The machine is digging.

【0004】一方、亀甲型セグメントの場合にはトンネ
ル周方向に対向する亀甲型セグメントの前後傾斜端面同
士を交互に接合、連結しながら掘削壁面の周方向に亀甲
型セグメントを順次千鳥状に組み立てゝいくものであ
り、この組み立てによって亀甲型セグメントの前半部で
ある台形状部分が周方向に交互に突出し、且つその突出
台形状部分間に同一形状の空間部を形成され、この空間
部に次に組み立てるべき亀甲型セグメントの台形状後半
部を嵌め込んで該空間部に露出している亀甲型セグメン
トの端面にこの亀甲型セグメントの後半部端面を接合、
連結している。この際、組み立てるべき亀甲型セグメン
ト以外の亀甲型セグメントの前端面に推進ジャッキを押
し付けてシールド掘削機を停止させることなく連続的に
掘進させることができる。
On the other hand, in the case of a tortoise-shaped segment, the torso-shaped segments which are opposed to each other in the circumferential direction of the tunnel are alternately joined and connected to each other, and the tortoise-shaped segments are sequentially assembled in a staggered manner in the circumferential direction of the excavation wall. By this assembly, the trapezoidal portion which is the first half of the tortoiseshell-shaped segment projects alternately in the circumferential direction, and the same shaped space is formed between the projecting trapezoidal portions. The trapezoid-shaped segment to be assembled is fitted with the trapezoidal rear half portion, and the rear end portion of the turtle-shaped segment is joined to the end surface of the turtle-shaped segment exposed in the space,
Connected. At this time, it is possible to continuously excavate the shield excavator without stopping by pressing the propulsion jack against the front end face of the torso-shaped segment other than the torso-shaped segment to be assembled.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、前者の
矩形状セグメントによるトンネル覆工においては、1リ
ング分の覆工部を順次断続的に形成していくものである
から、長距離トンネルの施工には長時間を要するばかり
でなく、先に組み立てた覆工部の前端面に次の覆工部を
形成する際には、矩形状セグメントの後端面を既設覆工
部の前端面にエレクターを利用して連結することにより
一旦、既設覆工部に支持させた状態にしながら既設覆工
部の前端面に順次矩形状セグメントを周方向の連結と共
に支持させていく作業工程であるから、この新設覆工部
にはシールド掘削機の推進力や周辺地盤の土圧が作用し
ていなく、従って、既設覆工部に対する新設覆工部の連
結はあくまでも仮締めとなって、シールド掘削機の推進
力や土圧を受けた状態で改めて本締めを行う必要があ
る。
However, in the former tunnel lining with a rectangular segment, the lining portion for one ring is formed intermittently, so that it is necessary to construct a long-distance tunnel. Not only takes a long time, but when forming the next lining part on the front end face of the previously assembled lining part, use the rear end face of the rectangular segment as the front end face of the existing lining part. This is a work process in which the rectangular segments are sequentially supported along with the circumferential connection on the front end face of the existing lining portion while being once supported by the existing lining portion. The propulsion force of the shield excavator and the earth pressure of the surrounding ground are not acting on the forged part, so the connection of the new lining part to the existing lining part is temporarily tightened to the last, Received earth pressure It is necessary to perform again this tightening in Thailand.

【0006】一方、後者の亀甲型セグメントによるトン
ネル覆工においては、上述したように、トンネル周方向
に対向する亀甲型セグメントの前後傾斜端面同士を交互
に接合、連結しながら掘削壁面の周方向に亀甲型セグメ
ントを順次千鳥状に組み立てゝいくものであるから、シ
ールド掘削機を停止させることなく連続的に掘進させる
ことができると共に、既設の亀甲型セグメントが本締め
されておれば次に組み立てるべき亀甲型セグメントを本
締めしながら連結することが可能となる。
[0006] On the other hand, in the latter case of the tunnel lining with the tortoise-shaped segments, as described above, the front and rear inclined end faces of the torso-shaped segments facing in the circumferential direction of the tunnel are alternately joined and connected to each other in the circumferential direction of the excavated wall surface. Since the turtle shell segments are assembled in a staggered sequence, it is possible to continuously excavate without stopping the shield excavator, and if the existing turtle shell segments are fully tightened, they should be assembled next The tortoiseshell-shaped segments can be connected while being fully tightened.

【0007】本発明は亀甲型セグメントの組み立て時に
おいて、シールド掘削機の推進ジャッキの押圧力を利用
して既設の亀甲型セグメントに対する新設の亀甲型セグ
メントの本締めによる連結作業を能率よく行えるように
することを目的とした亀甲型セグメントの組立方法を提
供するものである。
SUMMARY OF THE INVENTION The present invention is intended to efficiently connect a newly-installed turtle-shaped segment to an existing turret-shaped segment by using a pressing force of a propulsion jack of a shield excavator when assembling the turtle-shaped segment. It is intended to provide a method of assembling a tortoiseshell-shaped segment for the purpose of doing so.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に本発明の請求項1に係る亀甲型セグメントの組立方法
は、トンネル周方向に対向する亀甲型セグメントの前後
傾斜端面同士を交互に接合、連結しながらシールド掘削
機によって掘削されたトンネル壁面に亀甲型セグメント
を順次千鳥状に組み立てることによりセグメント覆工を
施工する方法において、亀甲型セグメントの前端面とこ
の前端面の両側の前側傾斜端面に後側傾斜端面を接合、
連結している亀甲型セグメントの前側傾斜端とによって
形成された台形状空間部に次に組み立てるべき亀甲型セ
グメントの台形状後半部を嵌め込み、この亀甲型セグメ
ントの前端面に推進ジャッキを押し当てた状態で該亀甲
型セグメントの前端面側部から前側傾斜端面に平行して
後側傾斜端面に貫通している斜行挿通孔に継手ボルトを
挿入し、この継手ボルトの先端を上記台形状空間部の斜
辺を形成している亀甲型セグメントの前側傾斜端面に設
けた螺子孔に螺締する作業を行うことを特徴とするもの
である。
According to a first aspect of the present invention, there is provided a method for assembling a turtle-shaped segment according to the first aspect of the present invention, in which the front and rear inclined end faces of the turret-shaped segment facing in the circumferential direction of the tunnel are alternately joined to each other. A method of constructing a segment lining by sequentially assembling a tortoise-shaped segment on a tunnel wall excavated by a shield excavator while connecting, wherein a front end surface of the tortoise-shaped segment and a front inclined end surface on both sides of the front end surface. To the rear inclined end face,
The trapezoidal rear half of the tortoise-shaped segment to be assembled next was fitted into the trapezoidal space formed by the front inclined end of the connected tortoise-shaped segment, and the propulsion jack was pressed against the front end face of this tortoise-shaped segment. In this state, a joint bolt is inserted from the front end side of the tortoise-shaped segment into the oblique insertion hole penetrating the rear inclined end surface in parallel with the front inclined end surface, and the tip of the joint bolt is inserted into the trapezoidal space. Characterized by performing a work of screwing into a screw hole provided on the front inclined end surface of the tortoiseshell-shaped segment forming the hypotenuse.

【0009】請求項2に係る発明は、トンネル周方向に
対向する亀甲型セグメントの前後傾斜端面同士を交互に
接合、連結しながらシールド掘削機によって掘削された
トンネル壁面に亀甲型セグメントを順次千鳥状に組み立
てることによりセグメント覆工を施工する方法におい
て、亀甲型セグメントの前端面とこの前端面の両側の前
側傾斜端面に後側傾斜端面を接合、連結している亀甲型
セグメントの前側傾斜端とによって形成された台形状空
間部に次に組み立てるべき亀甲型セグメントの台形状後
半部を嵌め込み、この亀甲型セグメントの前端面中央部
にシールド掘削機の推進ジャッキを押し当てた状態で該
亀甲型セグメントの前端面両側部から前側傾斜端面に平
行して後側傾斜端面に貫通している斜行挿通孔に継手ボ
ルトを挿入し、この継手ボルトの先端を上記台形状空間
部の斜辺を形成している亀甲型セグメントの前側傾斜端
面に設けた螺子孔に螺締し、しかるのち、この亀甲型セ
グメントの前記継手ボルトで螺締した前端面両側部に上
記推進ジャッキの両側に配設した推進ジャッキを押し当
てることを特徴とするものである。
According to a second aspect of the present invention, the front and rear inclined end faces of the tortoise-shaped segments facing each other in the circumferential direction of the tunnel are alternately joined and connected to each other, and the tortoise-shaped segments are sequentially staggered on the tunnel wall excavated by the shield excavator. In the method of constructing the segment lining by assembling, the front inclined surface of the tortoise-shaped segment and the front inclined end of the torso-shaped segment connected to and joined to the front inclined end surface on both sides of the front end surface The trapezoidal rear half of the tortoise-shaped segment to be assembled next is fitted into the formed trapezoidal space, and the propulsion jack of the shield excavator is pressed against the center of the front end face of the tortoise-shaped segment. A joint bolt is inserted into the oblique insertion hole penetrating from the both sides of the front end face to the rear slope end face in parallel with the front slope end face. The front end of the hand bolt is screwed into a screw hole provided on the front inclined end surface of the tortoiseshell-shaped segment forming the hypotenuse of the trapezoidal space, and then the front end of this tortoiseshell-shaped segment is screwed with the joint bolt. The present invention is characterized in that propulsion jacks arranged on both sides of the propulsion jack are pressed against both sides of the surface.

【0010】請求項3に係る発明は亀甲型セグメント同
士の別な組立方法であって、上記請求項2に記載の組立
方法においては、互いにトンネル周方向に連結した既設
の亀甲型セグメント列の前端面に形成している台形状空
間部に嵌め込んだ亀甲型セグメントの前端面中央部にシ
ールド掘削機の推進ジャッキを押し当てた状態で該亀甲
型セグメントの前端面両側部から前側傾斜端面に平行し
て後側傾斜端面に貫通している斜行挿通孔に継手ボルト
を挿入したが、この方法においては、台形状空間部に嵌
め込んだ亀甲型セグメントの前端面一側部にシールド掘
削機の推進ジャッキを押し当てた状態で該亀甲型セグメ
ントの前端面他側部から前側傾斜端面に平行して後側傾
斜端面に貫通している斜行挿通孔に継手ボルトを挿入
し、この継手ボルトの先端を上記台形状空間部の一側斜
辺を形成している亀甲型セグメントの前側傾斜端面に設
けた螺子孔に螺締し、次いで、この亀甲型セグメントの
前記継手ボルトで螺締した前端面他側部にシールド掘削
機の推進ジャッキを押し当てたのち前端面一側部に押し
当てゝいた推進ジャッキを後退させるか或いは前端面一
側部に押し当てゝいた推進ジャッキを後退させたのち前
端面他側部に推進ジャッキを押し当てゝその前端面一側
部から前側傾斜端面に平行して後側傾斜端面に貫通して
いる斜行挿通孔に継手ボルトを挿入し、この継手ボルト
の先端を上記台形状空間部の他側斜辺を形成している亀
甲型セグメントの前側傾斜端面に設けた螺子孔に螺締
し、しかるのち、この亀甲型セグメントの前端面に対向
する全ての推進ジャッキを該前端面に押し当てることを
特徴とするものである。
According to a third aspect of the present invention, there is provided another method of assembling the tortoiseshell-shaped segments. In the assembling method according to the second aspect, the front ends of the existing tortoiseshell-shaped segment rows connected to each other in the tunnel circumferential direction. With the propulsion jack of the shield excavator pressed against the center of the front end face of the tortoise-shaped segment fitted in the trapezoidal space formed on the surface, the front end face of the tortoise-shaped segment is parallel to the front inclined end face from both sides. The joint bolt was inserted into the oblique insertion hole penetrating the rear inclined end surface, but in this method, the shield excavator was attached to one side of the front end surface of the tortoise-shaped segment fitted in the trapezoidal space. With the propulsion jack pressed, a joint bolt is inserted from the other end of the front end face of the tortoise-shaped segment into the oblique insertion hole passing through the rear inclined end face in parallel with the front inclined end face. The tip is screwed into a screw hole provided on the front inclined end face of the torso-shaped segment forming one oblique side of the trapezoidal space portion, and then the front end face and the like of this tortoise-shaped segment screwed with the joint bolt After pushing the propulsion jack of the shield excavator against the side, retract the propulsion jack pressed against one side of the front end face, or retreat the propulsion jack pressed against one side of the front end face, and then move the front end face Push the propulsion jack against the other side.Insert a joint bolt from one side of the front end face into the oblique insertion hole that passes through the rear slope end face in parallel with the front slope end face. Is screwed into a screw hole provided on the front inclined end face of the torso-shaped segment forming the other oblique side of the trapezoidal space portion, and then all the propulsion jacks facing the front end face of this tortoise-shaped segment are removed. Press on the front end It is characterized in that the shed.

【0011】[0011]

【作用及び効果】トンネル周方向に亀甲型セグメントを
順次、対向する前後傾斜端面同士を接合連結していく
と、1つおきの亀甲型セグメントの前半台形状部分が突
出した状態になると共に、これらの台形状突出部間には
台形状空間部が形成された状態となる。この台形状空間
部に亀甲型セグメントの後半部を嵌め込んでその後端面
と後側傾斜端面とを台形状空間部に露出している既設の
亀甲型セグメントの前端面とその前端面の両側端に連な
っているトンネル周方向に隣接した既設の亀甲型セグメ
ントの前側傾斜端面とに接合させる。
[Operation and effect] When the tortoise-shaped segments are sequentially joined and connected to each other in the circumferential direction of the tunnel, the front half trapezoidal portions of every other tortoise-shaped segment are projected, and A trapezoidal space is formed between the trapezoidal projections. The rear half of the tortoise-shaped segment is fitted into this trapezoidal space, and the rear end surface and the rear inclined end surface are exposed to the trapezoidal space. It is joined to the front inclined end face of an existing tortoise-shaped segment adjacent in the circumferential direction of the continuous tunnel.

【0012】亀甲型セグメントには、前端面の両側部か
ら前側傾斜端面に平行して両側の後側傾斜端面にそれぞ
れ貫通する継手ボルトの斜行挿通孔を設けていると共に
両側の前側傾斜端面に継手ボルトの螺合用螺子孔を設け
ているので、新設亀甲型セグメントの後半部を台形状空
間部に嵌め込むと、該亀甲型セグメントの両側斜行挿通
孔が台形状空間部の斜辺を形成している両側の既設亀甲
型セグメントの前側傾斜端面に設けている継手螺合用螺
子孔に連通させることができる。
The tortoiseshell-shaped segment is provided with oblique insertion holes for joint bolts penetrating from both sides of the front end face to the rear inclined end faces in parallel with the front inclined end faces, respectively, and at both front inclined end faces. Since the screw holes for screwing the joint bolts are provided, when the rear half of the new turtle-shaped segment is fitted into the trapezoidal space, the oblique insertion holes on both sides of the turret-shaped segment form the hypotenuse of the trapezoidal space. Can be communicated with the screw holes for joint screwing provided on the front inclined end surfaces of the existing turtle shell segments on both sides.

【0013】この状態にして新設の亀甲型セグメントの
前端面適所に推進ジャッキを押し当てた状態で該亀甲型
セグメントの前端面側部から前側傾斜端面に平行して後
側傾斜端面に貫通している斜行挿通孔に継手ボルトを挿
入し、この継手ボルトの先端を上記台形状空間部の斜辺
を形成している亀甲型セグメントの前側傾斜端面に設け
た螺子孔に螺締する作業を行うものである。
In this state, the propulsion jack is pressed against an appropriate position of the front end face of the newly-developed tortoise-shaped segment, and penetrates from the front end side of the torso-shaped segment to the rear inclined end face in parallel with the front inclined end face. Inserting a joint bolt into the oblique insertion hole, and screwing the end of the joint bolt into a screw hole provided on the front inclined end face of the tortoise-shaped segment forming the oblique side of the trapezoidal space. It is.

【0014】このような亀甲型セグメントの組立方法に
おいて、請求項2に係る発明は、新設の亀甲型セグメン
トの前端面中央部にシールド掘削機の推進ジャッキを押
し当て、この推進ジャッキと既設の亀甲型セグメントに
より組み立てられた覆工前端面に押し当てているその他
の推進ジャッキとを伸長させることにより亀甲型セグメ
ントの前端面に反力を支持させてシールド掘削機を掘進
させる。この時、新設の亀甲型セグメントの前端面両側
部に開口した斜行挿通孔部分の前方側に配設している推
進ジャッキは収縮させておき、シールド掘削機の掘進中
にこれらの斜行挿通孔に継手ボルトを挿入して既設の亀
甲型セグメントに設けている螺子孔に螺締させるもので
ある。
In the method for assembling the tortoiseshell-type segment, the invention according to claim 2 is to press a propulsion jack of a shield excavator against the center of the front end face of the newly-provided tortoiseshell-type segment. The shield excavator is excavated by supporting the reaction force on the front end face of the tortoiseshell-shaped segment by extending the other propulsion jack pressing against the lining front end face assembled by the mold segment. At this time, the propulsion jacks provided on the front side of the oblique insertion holes that are opened on both sides of the front end face of the newly-developed tortoise-shaped segment are contracted, and these oblique insertions are performed during the excavation of the shield excavator. A joint bolt is inserted into the hole and screwed into a screw hole provided in an existing tortoiseshell-shaped segment.

【0015】この螺締作業は、新設の亀甲型セグメント
を推進ジャッキにより既設の亀甲型セグメント側に押し
付けた状態で行われるので、継手ボルトによる新設の亀
甲型セグメントと既設の亀甲型セグメントとの連結が強
固に行われ、本締めが可能となる。なお、斜行挿通孔の
開口端部は大径に形成されており、この大径孔部に継手
ボルトの大径ボルト頭を係止させた状態で該継手ボルト
を上記螺子孔に螺締させるものである。両側の斜行挿通
孔を通じての継手ボルトによる新設亀甲型セグメントと
既設亀甲型セグメントとの連結作業が終われば、これら
の斜行挿通孔の前方側に配設している推進ジャッキを伸
長させて新設亀甲型セグメントの上記継手で螺締されて
いる前端面両側部に押し当て、シールド掘削機の推進に
使用するものである。
[0015] This screwing operation is performed in a state in which the newly provided tortoise-shaped segment is pressed against the existing torso-shaped segment by the propulsion jack, so that the new tortoise-shaped segment and the existing torso-shaped segment are connected by joint bolts. Is performed firmly, and final fastening becomes possible. The open end of the oblique insertion hole is formed with a large diameter, and the joint bolt is screwed into the screw hole in a state where the large diameter bolt head of the joint bolt is locked in the large diameter hole. Things. When the connection work between the new tortoise-shaped segment and the existing tortoise-shaped segment by connecting bolts through the oblique insertion holes on both sides is completed, the propulsion jacks arranged in front of these oblique insertion holes are extended to newly install them. The turtle shell segment is pressed against both sides of the front end face screwed by the joint, and is used for propulsion of the shield excavator.

【0016】継手ボルトによる新設亀甲型セグメントと
既設亀甲型セグメントとの連結作業は、請求項3に記載
したように、後半部を既設亀甲型セグメントの前端面に
形成している台形状空間部内に嵌め込んだ新設亀甲型セ
グメントの前端面一側部にシールド掘削機の推進ジャッ
キを押し当てた状態で該亀甲型セグメントの前端面他側
部から前側傾斜端面に平行して後側傾斜端面に貫通して
いる斜行挿通孔に継手ボルトを挿入し、この継手ボルト
の先端を上記台形状空間部の一側斜辺を形成している亀
甲型セグメントの前側傾斜端面に設けた螺子孔に螺締
し、次いで、この亀甲型セグメントの前端面他側部にシ
ールド掘削機の推進ジャッキを押し当てたのち前端面一
側部に押し当てゝいた推進ジャッキを後退させるか或い
は前端面一側部に押し当てゝいた推進ジャッキを後退さ
せたのち前端面他側部に推進ジャッキを押し当てゝその
前端面一側部から前側傾斜端面に平行して後側傾斜端面
に貫通している斜行挿通孔に継手ボルトを挿入し、この
継手ボルトの先端を上記台形状空間部の他側斜辺を形成
している亀甲型セグメントの前側傾斜端面に設けた螺子
孔に螺締し、しかるのち、この亀甲型セグメントの前端
面に対向する全ての推進ジャッキを該前端面に押し当て
ることによっても行うことができる。
According to the third aspect of the present invention, the joint work between the new turtle shell type segment and the existing turtle shell type segment by the joint bolt is performed in a trapezoidal space having the rear half formed on the front end face of the existing turtle shell type segment. With the propulsion jack of the shield excavator pressed against one side of the front end face of the newly fitted turtle-shaped segment, it penetrates from the other front end face of the turtle-shaped segment to the rear inclined end face in parallel with the front inclined end face. The joint bolt is inserted into the oblique insertion hole, and the tip of the joint bolt is screwed into a screw hole provided on the front inclined end surface of the tortoise-shaped segment forming one oblique side of the trapezoidal space. Then, after pushing the propulsion jack of the shield excavator against the other end of the front end face of the tortoiseshell-shaped segment, the propulsion jack pressed against one side of the front end face is retracted or pressed to one side of the front end face. After the applied jack is retracted, the jack is pressed against the other side of the front end face.From one side of the front end face to the oblique insertion hole passing through the rear slope end face in parallel with the front slope end face. A joint bolt is inserted, and the tip of the joint bolt is screwed into a screw hole provided on the front inclined end face of the shell-shaped segment forming the other oblique side of the trapezoidal space portion. Alternatively, all of the propulsion jacks facing the front end face of the above can be pressed against the front end face.

【0017】上記いずれの亀甲型セグメントの組立方法
においても、既設の亀甲型セグメントの前端面に形成し
ている台形状空間部内に嵌め込んで新設亀甲型セグメン
トの前端面をシールド掘削機の推進ジャッキによって押
圧した状態で亀甲型セグメントに貫設している斜行挿通
孔を通じて既設の亀甲型セグメントに継手ボルトを螺締
させるものであるから、亀甲型セグメント同士の連結が
極めて強固に行われて亀甲型セグメントを順次、本締め
することができるものである。
In any of the above methods of assembling the tortoise-shaped segment, the front end of the new tortoise-shaped segment is fitted into a trapezoidal space formed at the front end of the existing tortoise-shaped segment, and the propulsion jack of the shield excavator is used. The joint bolts are screwed into the existing turret-shaped segments through the oblique insertion holes penetrating the turret-shaped segments in the state pressed by the turret-shaped segments, so that the connection between the turret-shaped segments is extremely strong and the The mold segments can be sequentially tightened.

【0018】この際、斜行挿通孔は亀甲型セグメントの
前端面の両側部から前側傾斜端面に平行して両側の後側
傾斜端面にそれぞれ貫設させているものであるから、継
手ボルトによる連結作業を行っている斜行挿通孔部分以
外の前端面を推進ジャッキの押当て面に使用しながら、
円滑且つ確実に継手ボルトの締付作業が行えるものであ
り、その上、亀甲型セグメントの両側の前側傾斜端面に
継手ボルトの螺合用螺子孔を設けているので、新設の亀
甲型セグメントを台形状空間部に嵌め込むと、その両側
の斜行挿通孔を既設の亀甲型セグメントの螺合用螺子孔
に合致させることができ、亀甲型セグメント同士の連結
が正確且つ能率よく行えるものである。
At this time, since the oblique insertion holes are formed to extend from both sides of the front end face of the tortoise-shaped segment to the rear inclined end faces on both sides in parallel with the front inclined end face, respectively, and are connected by joint bolts. While using the front end face other than the oblique insertion hole part where the work is performed as the pressing surface of the propulsion jack,
The joint bolts can be tightened smoothly and reliably. In addition, screw holes for screwing the joint bolts are provided on the front inclined end faces on both sides of the tortoise-shaped segment, so the new tortoise-shaped segment is trapezoidal. When fitted into the space, the oblique insertion holes on both sides thereof can be matched with the screw holes for screwing of the existing turtle-shaped segments, and the turtle-shaped segments can be connected accurately and efficiently.

【0019】なお、既設の亀甲型セグメントの前端面に
新設の亀甲型セグメントを当接させた際に互いにトンネ
ル長さ方向に連通する水平貫通孔を亀甲型セグメントの
前後端面間に貫設しておいてもよく、この場合には、該
水平貫通孔に螺子孔を有する大径頭部付継手ボルトによ
って前後の亀甲型セグメント同士を互いに一体に連結す
ることができる。この連結作業は、上記同様に継手ボル
トにより連結作業を行っている部分以外の亀甲型セグメ
ントの前端面にシールド掘削機の推進ジャッキを押し付
けながら行うことができる。
When the new tortoise-shaped segment is brought into contact with the front end face of the existing tortoise-shaped segment, horizontal through holes communicating with each other in the lengthwise direction of the tunnel are provided between the front and rear end faces of the tortoise-shaped segment. In this case, the front and rear tortoiseshell segments can be integrally connected to each other by a large-diameter head joint bolt having a screw hole in the horizontal through hole. This connection operation can be performed while pressing the propulsion jack of the shield excavator against the front end face of the turtle-shaped segment other than the portion where the connection operation is performed by the joint bolt as described above.

【0020】[0020]

【発明の実施の形態】本発明の具体的な実施例を図面に
ついて説明すると、図1は一定厚さを有する鉄筋コンク
リート製の亀甲型セグメント1の斜視図であって、その
外周形状は、互いに平行な同一長さの前後端面2、3
と、これらの前後端面2、3の両側端間に互いにV字状
となる同一長さの前後傾斜端面4、5とに形成されてい
ると共に対向する前後傾斜端面4、5も平行となるよう
に形成され、さらに、全体の形状をその前端端面2、3
の長さ方向にトンネル周方向の湾曲掘削面に沿う円弧状
に湾曲、形成してなるものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, a specific embodiment of the present invention will be described. FIG. 1 is a perspective view of a turret-shaped segment 1 made of reinforced concrete having a constant thickness, and its outer peripheral shape is parallel to each other. Front and rear end faces 2 and 3 of the same length
And front and rear inclined surfaces 4 and 5 of the same length, which are V-shaped between both side ends of the front and rear end surfaces 2 and 3, and are opposed to each other. And the entire shape is changed to its front end surfaces 2, 3
Curved in the length direction of the tunnel along the curved excavation surface in the circumferential direction of the tunnel.

【0021】この亀甲型セグメント1には、その前端面
2の両側部から前側傾斜端面4、4に平行に、後側傾斜
端面5、5にそれぞれ貫通した斜行挿通孔6、7を設け
ていると共に、前後端面2、3間にはこれらの端面2、
3の辺の中央から両側に一定の間隔を存して互いに平行
な水平貫通孔8、9が設けてられてあり、さらに、両前
側傾斜端面4、4の中央部には中心線が後側傾斜端面
5、5に平行した螺子孔10、11が設けられている。これ
らの螺子孔10、11の穿設位置は、前端面2の両側端から
螺子孔10、11に達する前側傾斜端面4、4の傾斜辺長
が、前後傾斜端面4、5の連設角部から後側傾斜端面5
にそれぞれ開口する斜行挿通孔6、7までの後側傾斜端
面5の辺長に等しくなる位置に設けられている。
The turtle shell-shaped segment 1 is provided with oblique insertion holes 6, 7 penetrating through the rear inclined end faces 5, 5 from both sides of the front end face 2 in parallel with the front inclined end faces 4, 4, respectively. And between these front and rear end faces 2 and 3
Horizontal through holes 8 and 9 are provided parallel to each other at a predetermined interval from both sides of the center of the side 3 and a center line is provided at the center of the front inclined end surfaces 4 and 4 at the center. Screw holes 10 and 11 are provided parallel to the inclined end surfaces 5 and 5. The positions where the screw holes 10 and 11 are formed are such that the lengths of the inclined front surfaces 4 and 4 reaching the screw holes 10 and 11 from both ends of the front end face 2 are the same as those of the front and rear inclined end faces 4 and 5. To the rear inclined end face 5
Are provided at positions equal to the side lengths of the rear inclined end surfaces 5 up to the oblique insertion holes 6 and 7, respectively.

【0022】亀甲型セグメント1の前端面に開口した上
記斜行挿通孔6、7と水平貫通孔8、9との開口端部は
これらの斜行挿通孔6、7と水平貫通孔8、9とにそれ
ぞれ挿通する継手ボルト12、13(図4に示す)の大径頭
部12a 、13a を挿嵌、係止させる大径の係止孔部6a〜9a
にそれぞれ形成されている。また、前後傾斜端面4、5
における両側部に突起14と該突起14が嵌合可能な形状の
凹部15をそれぞれ設けていると共に亀甲型セグメント1
の湾曲内面の中央部にエレクター把持用孔16が設けられ
ている。
The open ends of the oblique insertion holes 6, 7 and the horizontal through holes 8, 9 opened on the front end surface of the tortoiseshell-shaped segment 1 are connected to the oblique insertion holes 6, 7, and the horizontal through holes 8, 9, respectively. Large-diameter locking holes 6a to 9a for inserting and locking the large-diameter heads 12a, 13a of the joint bolts 12, 13 (shown in FIG. 4) respectively inserted therethrough.
Are formed respectively. In addition, the front and rear inclined end surfaces 4, 5
Are provided on both sides thereof with a projection 14 and a recess 15 having a shape in which the projection 14 can be fitted.
An erector gripping hole 16 is provided at the center of the curved inner surface of the.

【0023】このように構成した亀甲型セグメント1を
シールド掘削機21により掘削されたトンネル壁面に組立
てることによりトンネル覆工を施工する方法について説
明すると、既に一定長さのトンネル部分に組立てられた
既設亀甲型セグメント1による覆工の前端面の形状は、
図2、及び図5の展開図で示すように、トンネルの周方
向に亀甲型セグメント1、1・・・1が順次、対向する
前後傾斜端面4、5同士を接合、連結して千鳥状に配設
されてあり、トンネル周方向に1つおきの亀甲型セグメ
ント1の前半台形状部分が前方に突出していると共にこ
れらの亀甲型セグメント1、1の対向する前側傾斜端面
4、4間には亀甲型セグメント1の後半部の形状に等し
い台形状の空間部17が形成された状態となっている。さ
らに、トンネル長さ方向には亀甲型セグメント1、1の
前後端面2、3同士が接合、連結した状態となってい
る。
The method of assembling the tortoise-shaped segment 1 constructed as described above on the tunnel wall surface excavated by the shield excavator 21 will be described. The shape of the front end face of the lining by the turtle shell type segment 1 is
As shown in the development views of FIG. 2 and FIG. 5, the tortoise-shaped segments 1, 1,... 1 are sequentially joined and connected in a staggered manner in the circumferential direction of the tunnel. The front half-trapezoidal portions of every other tortoiseshell-shaped segment 1 are disposed forward in the circumferential direction of the tunnel, and are located between the opposed front inclined end faces 4, 4 of these tortoise-shaped segments 1, 1. A trapezoidal space portion 17 having the same shape as that of the rear half of the tortoiseshell-shaped segment 1 is formed. Further, the front and rear end faces 2, 3 of the tortoiseshell-shaped segments 1, 1 are joined and connected in the lengthwise direction of the tunnel.

【0024】この状態から、次に組立てるべき亀甲型セ
グメント(以下、新設亀甲型セグメント1Aとする) を嵌
合させる任意の台形状空間部17以外の他の亀甲型セグメ
ント1の前端面2にシールド掘削機21に装着している複
数本の推進ジャッキ22のスプレッダを受止させ、上記台
形状空間部17に対応する推進ジャッキ22を収縮させた状
態にして該台形状空間部17内にエレクター23を使用して
新設亀甲型セグメント1Aの後半台形状部分を嵌め込んで
組立作業を行うと同時に、既設の亀甲型セグメント1の
前端面2に支持させている推進ジャッキ22を伸長させる
ことによりこれらの前端面2に推進反力を受止させてシ
ールド掘削機21を掘進させることによりトンネルの掘削
を続行する。
From this state, a shield is provided on the front end face 2 of the other tortoise-shaped segment 1 other than any trapezoidal space portion 17 into which a tortoise-shaped segment to be next assembled (hereinafter referred to as a new tortoise-shaped segment 1A) is fitted. The spreaders of the plurality of propulsion jacks 22 mounted on the excavator 21 are received, and the propulsion jacks 22 corresponding to the trapezoidal space portions 17 are contracted to set the erectors 23 in the trapezoidal space portions 17. At the same time, the assembling work is carried out by fitting the rear trapezoidal portion of the new turtle shell type segment 1A using the above, and at the same time, the propulsion jack 22 supported on the front end face 2 of the existing turtle shell type segment 1 is extended to The excavation of the tunnel is continued by allowing the front end face 2 to receive the propulsion reaction force and excavating the shield excavator 21.

【0025】シールド掘削機21は、図2に示すように、
前胴部24と後胴部25とを方向修正ジャッキ26を介して屈
折自在に連結していると共に前胴部24に張設した隔壁27
にモータ28によって回転駆動されるカッタヘッド29を回
転自在に支持してあり、さらに、後胴部25に上記推進ジ
ャッキ22とエレクター23とを配設してなる公知の構造を
有している。推進ジャッキ22は、例えば図3に示すよう
に、6個の亀甲型セグメント1によって掘削壁面に1周
する1リング分の覆工を組立てる場合には、3本を1組
として6組の推進ジャッキ22を6個の亀甲型セグメント
1の前端面2にそれぞれ対応して設けられている。
The shield excavator 21 is, as shown in FIG.
The front trunk 24 and the rear trunk 25 are connected to each other via a direction correcting jack 26 so as to be freely bent, and a partition wall 27 stretched over the front trunk 24.
A cutter head 29 rotatably driven by a motor 28 is rotatably supported, and further, has a known structure in which the propulsion jack 22 and the erector 23 are disposed on the rear body 25. As shown in FIG. 3, for example, as shown in FIG. 3, when assembling a lining for one ring that makes one round on the excavation wall by six tortoise-shaped segments 1, six sets of propulsion jacks are set with three sets. 22 are provided corresponding to the front end surfaces 2 of the six tortoise-shaped segments 1, respectively.

【0026】従って、上述したように、新設亀甲型セグ
メント1Aを組立てるべき台形状空間部17に露出した亀甲
型セグメント1の前端面2以外の亀甲型セグメント1の
前端面2にはそれぞれ3本の推進ジャッキ22が各亀甲型
セグメントの前端面2の中央部と両側部とに押し付けら
れている。そして、台形状空間部17に新設亀甲型セグメ
ント1Aを嵌め込む際には該台形状空間部17の内底面を形
成している既設の亀甲型セグメント1の前端面2に対応
した3本の推進ジャッキ22を図5に示すように収縮させ
てこれらの推進ジャッキ22のスプレッダと既設の亀甲型
セグメント1の前端面間の空間部を利用して図6に示す
ように新設亀甲型セグメント1Aの後半部を台形状空間部
17にエレクター23を使用して嵌め込む。
Therefore, as described above, each of the front end faces 2 of the tortoiseshell-shaped segments 1 other than the front end face 2 of the tortoiseshell-shaped segment 1 exposed to the trapezoidal space portion 17 where the new tortoiseshell-shaped segment 1A is to be assembled. A propulsion jack 22 is pressed against the center and both sides of the front end face 2 of each turtle-shaped segment. When the new turtle-shaped segment 1A is fitted into the trapezoidal space 17, three propulsions corresponding to the front end surface 2 of the existing turret-shaped segment 1 forming the inner bottom surface of the trapezoidal space 17 are provided. The jack 22 is contracted as shown in FIG. 5, and the space between the spreader of these propulsion jacks 22 and the front end face of the existing tortoiseshell-shaped segment 1 is used, as shown in FIG. Part is trapezoidal space part
Fit into 17 using erector 23.

【0027】この嵌め込みによって新設亀甲型セグメン
ト1Aの後端面3が台形状空間部17の内底面を形成してい
る亀甲型セグメント1の前端面2に接合すると共に、新
設亀甲型セグメント1Aの後側の両傾斜端面5、5が台形
状空間部17の傾斜側面を形成している亀甲型セグメント
1、1の相対する前側傾斜端面4、4にそれぞれ接合
し、さらに、新設亀甲型セグメント1Aの斜行挿通孔6、
7が上記亀甲型セグメント1、1の相対する前側傾斜端
面4、4に設けている螺子孔10、11に連通する。図4に
は新設亀甲型セグメント1Aを台形状空間部17に嵌め込む
直前の状態を示している。また、既設の亀甲型セグメン
ト1、1の前側傾斜端面4に設けている突起14と凹部15
とに新設亀甲型セグメント1Aの後側傾斜端面5に設けて
いる凹部15と突起14が互いに嵌合、係止して既設亀甲型
セグメント1に対して新設亀甲型セグメント1Aを所定の
覆工位置に正確に接合させることができる。
By this fitting, the rear end face 3 of the new tortoiseshell type segment 1A is joined to the front end face 2 of the tortoiseshell type segment 1 forming the inner bottom surface of the trapezoidal space portion 17, and the rear side of the new tortoiseshell type segment 1A. The two inclined end surfaces 5, 5 are respectively joined to the opposing front inclined end surfaces 4, 4 of the turtle-shaped segments 1, 1 forming the inclined side surfaces of the trapezoidal space portion 17, and furthermore, the slope of the new turtle-shaped segment 1A is Row insertion hole 6,
7 communicates with screw holes 10, 11 provided in the front inclined end faces 4, 4 of the tortoise-shaped segments 1, 1 facing each other. FIG. 4 shows a state immediately before the new turtle shell type segment 1A is fitted into the trapezoidal space portion 17. Further, the projections 14 and the recesses 15 provided on the front inclined end surfaces 4 of the existing tortoise-shaped segments 1 and 1 are provided.
At the same time, the concave portion 15 and the projection 14 provided on the rear inclined end face 5 of the new tortoiseshell type segment 1A are fitted and locked to each other, and the new tortoiseshell type segment 1A is laid on the existing tortoiseshell type segment 1 at a predetermined lining position Can be joined accurately.

【0028】台形状空間部17に対する新設亀甲型セグメ
ント1Aの嵌め込み作業が完了すると収縮させていた3本
の推進ジャッキ22のうち、中央の推進ジャッキ22を直ち
に伸長させて図7に示すように新設亀甲型セグメント1A
の前端面2における水平貫通孔8、9間の中央部に押し
付ける。この状態で新設亀甲型セグメント1Aの斜行挿通
孔6、7に継手ボルト12、13を挿通して該新設亀甲型セ
グメント1Aの両側の後側傾斜端面5、5が接合している
既設の亀甲型セグメント1、1の前側傾斜端面4、4に
設けた螺子孔10、11にそれぞれ螺締させ、新設亀甲型セ
グメント1Aを既設亀甲型セグメント1、1に一体に連結
させる(図8参照)。
When the work of inserting the new tortoiseshell-shaped segment 1A into the trapezoidal space portion 17 is completed, the center propulsion jack 22 of the three propulsion jacks 22 which has been contracted is immediately extended and newly constructed as shown in FIG. Tortoiseshell segment 1A
Of the front end face 2 between the horizontal through holes 8 and 9. In this state, the existing tortoise shell to which the joint bolts 12 and 13 are inserted into the oblique insertion holes 6 and 7 of the new tortoiseshell type segment 1A and the rear inclined end surfaces 5, 5 on both sides of the new tortoiseshell type segment 1A are joined. The new tortoiseshell-shaped segments 1A are integrally connected to the existing tortoiseshell-shaped segments 1 and 1 by screwing them into screw holes 10 and 11 provided on the front inclined end surfaces 4 and 4 of the mold segments 1 and 1 (see FIG. 8).

【0029】次いで、図9に示すように新設亀甲型セグ
メント1Aの前後端面間に貫通した両側の水平貫通孔8、
9に螺子孔18b 、19b を有する大径頭部付継手ボルト大
径頭部継手ボルト18、19を挿入して該新設亀甲型セグメ
ント1Aの後端面3に接合した亀甲型セグメント1の水平
貫通孔8、9に挿通している継手ボルト18、19の大径頭
部18a 、19a の螺子孔18b 、19b にそれぞれ螺締させ
る。この水平貫通孔8、9に挿入した継手ボルト18、19
により亀甲型セグメント1、1A同士はトンネル長さ方向
に順次連結され、上記斜行挿通孔6、7に挿入した継手
ボルト12、13により亀甲型セグメント1、1Aはトンネル
周方向に順次連結される。
Next, as shown in FIG. 9, horizontal through holes 8 on both sides penetrating between the front and rear end surfaces of the new tortoiseshell-shaped segment 1A,
9 is a horizontal through-hole of the tortoise-shaped segment 1 which is joined to the rear end face 3 of the new tortoise-shaped segment 1A by inserting large-diameter headed joint bolts 18 and 19 having screw holes 18b and 19b into the newly formed tortoise-shaped segment 1A. Screw holes 18b, 19b of large diameter heads 18a, 19a of joint bolts 18, 19 inserted through 8, 9 are screwed respectively. Joint bolts 18, 19 inserted in the horizontal through holes 8, 9
The tortoiseshell-shaped segments 1 and 1A are sequentially connected to each other in the tunnel length direction, and the tortoiseshell-shaped segments 1 and 1A are sequentially connected to each other in the circumferential direction of the tunnel by the joint bolts 12 and 13 inserted into the oblique insertion holes 6 and 7. .

【0030】このように、新設亀甲型セグメント1Aの前
端面中央部に推進ジャッキ22を押し付けた状態で既設亀
甲型セグメント1に対する該新設亀甲型セグメント1Aの
連結作業を行い、その作業が終了したのち、図10に示す
ように中央推進ジャッキ22の両側に配設している推進ジ
ャッキ22、22を伸長させてこの新設亀甲型セグメント1A
の前端面両側部に押し付け、シールド掘削機21の掘進に
使用する。引き続いて次の台形状空間部17に上記同様に
して新設亀甲型セグメント1Aの後半部を嵌め込み、上記
と同じ作業順序でもって既設の亀甲型セグメント1に連
結し、この作業を繰り返し行って、亀甲型セグメント1
をトンネル周方向とトンネル長さ方向に施工してトンネ
ル覆工を行うものである。
As described above, while the propulsion jack 22 is pressed against the center of the front end face of the new tortoiseshell-shaped segment 1A, the connection of the new tortoiseshell-shaped segment 1A to the existing tortoiseshell-shaped segment 1 is performed, and after the work is completed. As shown in FIG. 10, the propulsion jacks 22 and 22 provided on both sides of the central propulsion jack 22 are extended so that the new
Of the shield excavator 21. Subsequently, the second half of the new tortoiseshell-shaped segment 1A is fitted into the next trapezoidal space portion 17 in the same manner as described above, and connected to the existing tortoiseshell-shaped segment 1 in the same work order as described above. Mold segment 1
In the tunnel circumferential direction and the tunnel length direction to perform tunnel lining.

【0031】以上の実施例において、既設亀甲型セグメ
ント1に対する新設亀甲型セグメント1Aの継手ボルト1
2、13によるトンネル周方向の連結作業は、該新設亀甲
型セグメント1Aの前端面2に対応する3本の推進ジャッ
キ22のうち、中央の推進ジャッキ22を前端面2の中央部
に押し付ける一方、両側の推進ジャッキ22、22を収縮さ
せた状態で両側の斜行挿通孔6、7に継手ボルト12、13
を挿入して既設の亀甲型セグメント1に対する連結作業
を行ったが、一方の斜行挿通孔側の前端面2に推進ジャ
ッキ22を押し付けた状態で他方の斜行挿通孔に継手ボル
トを挿入して連結作業を行ってもよい。この場合、推進
ジャッキ22は、1つの亀甲型セグメントあたり2本、配
設しておいてもよい。
In the above embodiment, the joint bolt 1 of the new turtle shell type segment 1A to the existing turtle shell type segment 1
The connection work in the circumferential direction of the tunnel by 2 and 13 presses the center propulsion jack 22 of the three propulsion jacks 22 corresponding to the front end face 2 of the new tortoiseshell-shaped segment 1A against the center of the front end face 2, The joint bolts 12, 13 are inserted into the oblique insertion holes 6, 7 on both sides while the propulsion jacks 22, 22 on both sides are contracted.
Was inserted into the existing turtle-shaped segment 1 and the joint bolt was inserted into the other oblique insertion hole while the propulsion jack 22 was pressed against the front end face 2 on the one oblique insertion hole side. The connection operation may be performed. In this case, two propulsion jacks 22 may be provided for each turtle-shaped segment.

【0032】即ち、図11に示すように新設亀甲型セグメ
ント1Aの前端面一側部にこの部分に対応する推進ジャッ
キ22を押し当てた状態で前端面他側部の斜行挿通孔7に
継手ボルト13を挿入して該斜行挿通孔7に連通している
亀甲型セグメント1の前側傾斜端面に設けた螺子孔11に
螺締させる。次いで、この継手ボルト13を挿入した斜行
挿通孔7側の前端面他側部にこの部分に対応する推進ジ
ャッキ22を押し当てたのち、前端面一側部に押し当てゝ
いた上記推進ジャッキ22を後退させるか、或いは、前端
面一側部に押し当てゝいた推進ジャッキ22を後退させた
のち前端面他側部に推進ジャッキ22を押し当てゝ図12に
示すように、その前端面一側部に設けている斜行挿通孔
6に継手ボルト12を挿入して該斜行挿通孔6に連通して
いる亀甲型セグメント1の前側傾斜端面に設けた螺子孔
10に螺締させるものである。
That is, as shown in FIG. 11, while the propulsion jack 22 corresponding to this portion is pressed against one side of the front end face of the newly-developed tortoiseshell-shaped segment 1A, it is connected to the oblique insertion hole 7 on the other side of the front end face. The bolt 13 is inserted and screwed into the screw hole 11 provided on the front inclined end face of the turtle-shaped segment 1 communicating with the oblique insertion hole 7. Next, the propulsion jack 22 corresponding to this portion is pressed against the other side of the front end face on the side of the oblique insertion hole 7 into which the joint bolt 13 is inserted, and then the propulsion jack 22 pressed against one side of the front end face. Or the propulsion jack 22 pressed against one side of the front end face is retracted, and then the propulsion jack 22 is pressed against the other side of the front end face. As shown in FIG. A screw hole provided in the front inclined end face of the tortoiseshell-shaped segment 1 communicating with the skew insertion hole 6 by inserting the joint bolt 12 into the skew insertion hole 6 provided in the portion.
It is screwed to 10.

【0033】この際、中央部にも推進ジャッキ22を設け
ている場合には、該中央推進ジャッキ22は新設亀甲型セ
グメント1Aの前端面中央部に押し付けておくものであ
り、新設亀甲型セグメント1Aの連結作業完了後、後退さ
せていた推進ジャッキ22をこの新設亀甲型セグメント1A
の前端面一側部に押し付けてシールド掘削亀甲型セグメ
ント21の推進に使用するものである。なお、水平貫通孔
8、9に継手ボルト18、19を挿入して亀甲型セグメント
1、1A同士をトンネル長さ方向に連結していく作業は上
記実施例と同様である。
At this time, if the propulsion jack 22 is also provided at the center, the central propulsion jack 22 is pressed against the center of the front end face of the new turtle shell type segment 1A. After completion of the connection work, the propulsion jack 22 that was retracted is replaced with the newly
And presses against one side of the front end face of the torch for use in propulsion of the shield excavation tortoiseshell type segment 21. The operation of inserting the joint bolts 18 and 19 into the horizontal through holes 8 and 9 to connect the tortoise-shaped segments 1 and 1A to each other in the lengthwise direction of the tunnel is the same as in the above embodiment.

【図面の簡単な説明】[Brief description of the drawings]

【図1】亀甲型セグメントの斜視図、FIG. 1 is a perspective view of a tortoiseshell segment,

【図2】トンネル覆工を施工しているシールド掘削機の
簡略縦断側面図、
FIG. 2 is a simplified longitudinal side view of a shield excavator performing tunnel lining,

【図3】推進ジャッキの配置正面図、FIG. 3 is an arrangement front view of a propulsion jack,

【図4】亀甲型セグメントの連結状態を示す断面図、FIG. 4 is a sectional view showing a connected state of the tortoiseshell-shaped segments;

【図5】台形状空間部を設けている既設亀甲型セグメン
トの簡略展開図、
FIG. 5 is a simplified development view of an existing tortoiseshell-shaped segment having a trapezoidal space portion,

【図6】台形状空間部に新設亀甲型セグメントを嵌め込
んだ状態の簡略展開図、
FIG. 6 is a simplified development view of a state in which a newly-developed tortoiseshell-shaped segment is fitted into a trapezoidal space,

【図7】中央推進ジャッキを押し当てた状態の簡略展開
図、
FIG. 7 is a simplified development view of a state where the central propulsion jack is pressed.

【図8】斜行挿通孔を通じて継手ボルトにより亀甲型セ
グメントを連結した状態の簡略展開図、
FIG. 8 is a simplified development view of a state in which a tortoiseshell-shaped segment is connected by a joint bolt through an oblique insertion hole,

【図9】水平貫通孔を通じて継手ボルトにより亀甲型セ
グメントを連結した状態の簡略展開図、
FIG. 9 is a simplified development view of a state in which the turtle-shaped segments are connected to each other by a joint bolt through a horizontal through hole;

【図10】連結が完了した状態の簡略展開図、FIG. 10 is a simplified development view showing a state in which connection has been completed;

【図11】本発明の別な亀甲型セグメントの組立方法を
説明するための簡略展開図、
FIG. 11 is a simplified development view for explaining another assembling method of the tortoiseshell-shaped segment of the present invention;

【図12】図11における次の工程を示す簡略展開図。FIG. 12 is a simplified development view showing the next step in FIG. 11;

【符号の説明】 1 亀甲型セグメント 2、3 前後端面 4、5 前後傾斜端面 6、7 斜行挿通孔 8、9 水平貫通孔 10、11 螺子孔 12、13 継手ボルト 17 台形状空間部 22 推進ジャッキ[Description of Signs] 1 Tortoiseshell type segment 2, 3 Front and rear end face 4, 5 Front and rear inclined end face 6, 7 Skew insertion hole 8, 9 Horizontal through hole 10, 11 Screw hole 12, 13 Joint bolt 17 Trapezoid space 22 Propulsion jack

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 トンネル周方向に対向する亀甲型セグメ
ントの前後傾斜端面同士を交互に接合、連結しながらシ
ールド掘削機によって掘削されたトンネル壁面に亀甲型
セグメントを順次千鳥状に組み立てることによりセグメ
ント覆工を施工する方法において、亀甲型セグメントの
前端面とこの前端面の両側の前側傾斜端面に後側傾斜端
面を接合、連結している亀甲型セグメントの前側傾斜端
とによって形成された台形状空間部に次に組み立てるべ
き亀甲型セグメントの台形状後半部を嵌め込み、この亀
甲型セグメントの前端面に推進ジャッキを押し当てた状
態で該亀甲型セグメントの前端面側部から前側傾斜端面
に平行して後側傾斜端面に貫通している斜行挿通孔に継
手ボルトを挿入し、この継手ボルトの先端を上記台形状
空間部の斜辺を形成している亀甲型セグメントの前側傾
斜端面に設けた螺子孔に螺締する作業を行うことを特徴
とする亀甲型セグメントの組立方法。
1. A segment cover is assembled by sequentially assembling the tortoise-shaped segments on a tunnel wall excavated by a shield excavator while alternately joining and connecting the front and rear inclined end surfaces of the tortoise-shaped segments facing each other in the circumferential direction of the tunnel. In a method for constructing a work, a trapezoidal space formed by a front end face of a tortoise-shaped segment and a front inclined end of a tortoise-shaped segment joined to and joined to a front inclined end face on both sides of the front end face. The trapezoid-shaped segment to be assembled next is fitted into the trapezoidal second half of the segment, and the propulsion jack is pressed against the front end surface of this segment to extend parallel to the front inclined end surface from the front end side of the segment. Insert a joint bolt into the oblique insertion hole that penetrates the rear inclined end face, and form the tip of this joint bolt into the oblique side of the trapezoidal space. A method of assembling a tortoiseshell-shaped segment, comprising performing an operation of screwing into a screw hole provided in a front inclined end face of the tortoiseshell-shaped segment.
【請求項2】 トンネル周方向に対向する亀甲型セグメ
ントの前後傾斜端面同士を交互に接合、連結しながらシ
ールド掘削機によって掘削されたトンネル壁面に亀甲型
セグメントを順次千鳥状に組み立てることによりセグメ
ント覆工を施工する方法において、亀甲型セグメントの
前端面とこの前端面の両側の前側傾斜端面に後側傾斜端
面を接合、連結している亀甲型セグメントの前側傾斜端
とによって形成された台形状空間部に次に組み立てるべ
き亀甲型セグメントの台形状後半部を嵌め込み、この亀
甲型セグメントの前端面中央部にシールド掘削機の推進
ジャッキを押し当てた状態で該亀甲型セグメントの前端
面両側部から前側傾斜端面に平行して後側傾斜端面に貫
通している斜行挿通孔に継手ボルトを挿入し、この継手
ボルトの先端を上記台形状空間部の斜辺を形成している
亀甲型セグメントの前側傾斜端面に設けた螺子孔に螺締
し、しかるのち、この亀甲型セグメントの前記継手ボル
トで螺締した前端面両側部に上記推進ジャッキの両側に
配設した推進ジャッキを押し当てることを特徴とする亀
甲型セグメントの組立方法。
2. A segment cover is assembled by sequentially assembling the tortoise-shaped segments on a tunnel wall excavated by a shield excavator while alternately joining and connecting the front and rear inclined end surfaces of the tortoise-shaped segments facing in the circumferential direction of the tunnel. In a method for constructing a work, a trapezoidal space formed by a front end face of a tortoise-shaped segment and a front inclined end of a tortoise-shaped segment joined to and joined to a front inclined end face on both sides of the front end face. The trapezoid-shaped segment to be assembled next is fitted into the trapezoidal second half of the torso-shaped segment, and the propulsion jack of the shield excavator is pressed against the center of the front end face of the tortoise-shaped segment. Insert a joint bolt into the oblique insertion hole penetrating the rear inclined end surface in parallel with the inclined end surface, and insert the tip of the joint bolt Screw into a screw hole provided on the front inclined end face of the tortoise-shaped segment forming the hypotenuse of the trapezoidal space, and then push the propulsion to both sides of the front end face of this tortoise-shaped segment, which is screwed with the joint bolt. A method of assembling a tortoiseshell-type segment, comprising pressing a propulsion jack disposed on both sides of the jack.
【請求項3】 トンネル周方向に対向する亀甲型セグメ
ントの前後傾斜端面同士を交互に接合、連結しながらシ
ールド掘削機によって掘削されたトンネル壁面に亀甲型
セグメントを順次千鳥状に組み立てることによりセグメ
ント覆工を施工する方法において、亀甲型セグメントの
前端面とこの前端面の両側の前側傾斜端面に後側傾斜端
面を接合、連結している亀甲型セグメントの前側傾斜端
とによって形成された台形状空間部に次に組み立てるべ
き亀甲型セグメントの台形状後半部を嵌め込み、この亀
甲型セグメントの前端面一側部にシールド掘削機の推進
ジャッキを押し当てた状態で該亀甲型セグメントの前端
面他側部から前側傾斜端面に平行して後側傾斜端面に貫
通している斜行挿通孔に継手ボルトを挿入し、この継手
ボルトの先端を上記台形状空間部の一側斜辺を形成して
いる亀甲型セグメントの前側傾斜端面に設けた螺子孔に
螺締し、次いで、この亀甲型セグメントの前記継手ボル
トで螺締した前端面他側部にシールド掘削機の推進ジャ
ッキを押し当てたのち前端面一側部に押し当てゝいた推
進ジャッキを後退させるか或いは前端面一側部に押し当
てゝいた推進ジャッキを後退させたのち前端面他側部に
推進ジャッキを押し当てゝその前端面一側部から前側傾
斜端面に平行して後側傾斜端面に貫通している斜行挿通
孔に継手ボルトを挿入し、この継手ボルトの先端を上記
台形状空間部の他側斜辺を形成している亀甲型セグメン
トの前側傾斜端面に設けた螺子孔に螺締し、しかるの
ち、この亀甲型セグメントの前端面に対向する全ての推
進ジャッキを該前端面に押し当てることを特徴とする亀
甲型セグメントの組立方法。
3. The segment cover is assembled by sequentially assembling the tortoise-shaped segments on the tunnel wall excavated by the shield excavator while alternately joining and connecting the front and rear inclined end faces of the tortoise-shaped segments facing in the circumferential direction of the tunnel. In a method for constructing a work, a trapezoidal space formed by a front end face of a tortoise-shaped segment and a front inclined end of a tortoise-shaped segment joined to and joined to a front inclined end face on both sides of the front end face. The second half of the trapezoidal shape of the tortoise-shaped segment to be assembled next is fitted into the part, and the other end of the front end of the tortoise-shaped segment is pressed with the propulsion jack of the shield excavator pressed against one side of the front end of the torso-shaped segment Insert the joint bolt into the oblique insertion hole penetrating the rear inclined end surface in parallel with the front inclined end surface from Screw into a screw hole provided on the front inclined end face of the tortoise-shaped segment forming one oblique side of the trapezoidal space portion, and then to the other end of the torso-shaped segment, which is screwed with the joint bolt. After pushing the propulsion jack of the shield excavator, the propulsion jack pressed against one side of the front end face is retracted, or the propulsion jack pressed against one side of the front end face is retracted and then the other side of the front end face Push the propulsion jack into the jack. 面 Insert the joint bolt from one side of the front end face into the oblique insertion hole that passes through the rear slope end face in parallel with the front slope end face. Screw the screw holes provided on the front inclined end face of the tortoise-shaped segment forming the other oblique side of the shape space portion, and then all the propulsion jacks facing the front end face of this tortoise-shaped segment are connected to the front end face. Pushing on Method of assembling a hexagonal shaped segment characterized.
JP29945896A 1996-10-22 1996-10-22 How to assemble the turtle shell segment Expired - Lifetime JP3253870B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29945896A JP3253870B2 (en) 1996-10-22 1996-10-22 How to assemble the turtle shell segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29945896A JP3253870B2 (en) 1996-10-22 1996-10-22 How to assemble the turtle shell segment

Publications (2)

Publication Number Publication Date
JPH10121897A true JPH10121897A (en) 1998-05-12
JP3253870B2 JP3253870B2 (en) 2002-02-04

Family

ID=17872841

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3253870B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021075842A (en) * 2019-11-05 2021-05-20 株式会社奥村組 Construction method of tunnel curved part in shield tunneling method
JP2021139180A (en) * 2020-03-05 2021-09-16 株式会社奥村組 Hexagonal segment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021075842A (en) * 2019-11-05 2021-05-20 株式会社奥村組 Construction method of tunnel curved part in shield tunneling method
JP2021139180A (en) * 2020-03-05 2021-09-16 株式会社奥村組 Hexagonal segment

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Publication number Publication date
JP3253870B2 (en) 2002-02-04

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