JP3340890B2 - Segment connection structure - Google Patents

Segment connection structure

Info

Publication number
JP3340890B2
JP3340890B2 JP21941195A JP21941195A JP3340890B2 JP 3340890 B2 JP3340890 B2 JP 3340890B2 JP 21941195 A JP21941195 A JP 21941195A JP 21941195 A JP21941195 A JP 21941195A JP 3340890 B2 JP3340890 B2 JP 3340890B2
Authority
JP
Japan
Prior art keywords
tightening
cam
segment
engaged
locking member
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.)
Expired - Fee Related
Application number
JP21941195A
Other languages
Japanese (ja)
Other versions
JPH0949588A (en
Inventor
嘉司 松本
稔 中村
努 横山
勝宏 石村
義昭 田村
陽一 佐野
幸彦 氷澤
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.)
Kajima Corp
Nippon Steel Corp
Original Assignee
Kajima Corp
Nippon Steel 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 Kajima Corp, Nippon Steel Corp filed Critical Kajima Corp
Priority to JP21941195A priority Critical patent/JP3340890B2/en
Publication of JPH0949588A publication Critical patent/JPH0949588A/en
Application granted granted Critical
Publication of JP3340890B2 publication Critical patent/JP3340890B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

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、シールドトンネル
を掘進する際に使用する覆工用セグメントの連結構造に
関し、主としてセグメントリング間の連結構造、特にト
ンネル軸方向の位置決め連結が容易に行なわれ、かつ大
きな引張力に対してセグメントリングの連続性を確保で
きるセグメントの連結構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure for lining segments used when excavating a shield tunnel, and mainly to a connection structure between segment rings, particularly, a positioning connection in a tunnel axial direction is easily performed. The present invention also relates to a segment connection structure that can ensure continuity of a segment ring against a large tensile force.

【0002】[0002]

【従来の技術】従来、セグメントの連結構造としては、
実公昭55−47999号公報に示すように、隣合う
セグメントをボルトにより連結した連結構造、実公昭
55−32959号公報に示すように、隣合うセグメン
トを、両端にばね座金を係止したピンにより連結する連
結構造が知られている。
2. Description of the Related Art Conventionally, as a connecting structure of segments,
As shown in Japanese Utility Model Publication No. 55-47999, a connecting structure in which adjacent segments are connected by bolts, and as shown in Japanese Utility Model Publication No. 55-32959, adjacent segments are connected by pins having spring washers at both ends. A connecting structure for connecting is known.

【0003】前記の場合、セグメントの連結を簡易、
迅速に行なうことができず、自動組立装置を使用する
と、その構造が複雑で製作費が著るしく高くつく。さら
に、ボルトによりセグメントリングを連結する場合、強
度上問題がある。前記の場合、構造が複雑で製作費が
高く、かつ連結強度が弱いという問題がある。
In the above case, the connection of the segments is simplified,
It cannot be done quickly, and the use of automatic assembly equipment makes the structure complicated and extremely expensive to produce. Further, when connecting the segment rings by bolts, there is a problem in strength. In the above case, there is a problem that the structure is complicated, the production cost is high, and the connection strength is weak.

【0004】前記の欠点を解決したセグメントの連結構
造として、特開平5−256096号のものが知られて
いる。この特開平5−256096号には、トンネル軸
方向に連結すべき各セグメントの接合端面の一方に係止
斜面を有する係止部材を設け、他方に前記係止部材が係
合する一対の締付カムを枢軸にばねを介して枢着し、一
方のセグメントの係止部材を他方のセグメントの締付カ
ムに挿入し、この締付カムに係止部材の係止斜面を係止
させることで、両セグメントをトンネル軸方向に容易に
連結できる。
Japanese Patent Application Laid-Open No. H5-256096 discloses a segment connecting structure which solves the above-mentioned drawbacks. In this Japanese Patent Application Laid-Open No. H5-256096, a locking member having a locking slope is provided on one of the joining end surfaces of the segments to be connected in the tunnel axial direction, and a pair of tightening members is engaged with the locking member on the other. By pivotally connecting the cam to the pivot via a spring, inserting the locking member of one segment into the tightening cam of the other segment, and locking the locking slope of the locking member to this tightening cam, Both segments can be easily connected in the tunnel axial direction.

【0005】[0005]

【発明が解決しようとする課題】本発明は特開平5−2
56096号のセグメントの連結構造をさらに改良した
もので、締付カムにロック機構を付加することで、セグ
メントリング間の連結部に強大な引離し力が作用して
も、締付カムが係止部材と離脱する方向に回動するおそ
れをなくし、かつ、締付カムが枢着される枢軸を補強
し、前記連結部がその引張り力に十分に耐えるようにし
たものである。
SUMMARY OF THE INVENTION The present invention relates to Japanese Patent Application Laid-Open No. H5-25-2.
No. 56096 is a further improvement of the connecting structure of the segments. By adding a locking mechanism to the tightening cam, the tightening cam is locked even if a strong separating force acts on the connecting portion between the segment rings. This eliminates the possibility of pivoting in the direction of detaching from the member, reinforces the pivot on which the tightening cam is pivotally attached, and allows the connecting portion to sufficiently withstand the pulling force.

【0006】[0006]

【課題を解決するための手段】前記の課題を解決するた
め、第1発明に係るセグメントの連結構造は、連結すべ
き一方のセグメント1の軸方向端面に、連結すべき他方
のセグメント2に向って突出し、先端に膨出部4を有す
る係止部材3を固定し、前記他方のセグメント2に固定
された支持部材5に間隔をおいて配置された一対の締付
カム6を枢着し、各締付カム6にこれを締付位置に回動
させるばね7を係合させ、かつ前記締付カム6に設けた
係合部6aに係止するカム押さえ部材18を設け、前記
係止部材3の膨出部4を一対の締付カム6の間に挿入し
てこれに係合させ、前記カム押さえ部材18を前記締付
カム6の係合部6aに係合させた構成を特徴とする。
In order to solve the above-mentioned problems, a segment connecting structure according to a first aspect of the present invention is directed to an axial end face of one segment 1 to be connected and a segment connecting structure to the other segment 2 to be connected. And a locking member 3 having a bulging portion 4 at its tip is fixed, and a pair of tightening cams 6 arranged at an interval on a supporting member 5 fixed to the other segment 2 are pivotally connected, A cam holding member 18 is provided for engaging a spring 7 for rotating the tightening cam 6 to the tightening position and locking the engaging cam 6 with the engaging portion 6a provided on the tightening cam 6. 3 is characterized in that the bulging portion 4 is inserted between and engaged with a pair of tightening cams 6, and the cam pressing member 18 is engaged with the engaging portion 6a of the tightening cam 6. I do.

【0007】また、第2発明に係るセグメントの連結構
造は、連結すべき一方のセグメント1の軸方向端面に、
連結すべき他方のセグメント2に向って突出し、先端に
膨出部4を有する係止部材3を固定し、前記他方のセグ
メント2に両側フレーム20を固着し、かつ両側フレー
ム20と上下のカム押さえ部材18とを枠状に組み固定
ボルト21により結合して支持部材5を構成し、前記両
側フレーム20に設けた一対の枢軸12に締付カム6を
枢着し、各締付カム6にこれを締付位置に回動させるば
ね7を係合させ、前記係止部材3の膨出部4を前記締付
カム6に挿入してこれに係合させ、前記カム押さえ部材
18を前記締付カム6の係合部6aに係合させた構成を
特徴とする。
[0007] The segment connecting structure according to the second aspect of the present invention includes an axial end face of one of the segments 1 to be connected.
A locking member 3 protruding toward the other segment 2 to be connected and having a swelling portion 4 at its tip is fixed, both side frames 20 are fixed to the other segment 2, and both side frames 20 and upper and lower cam retainers are fixed. The supporting member 5 is formed by assembling the member 18 in a frame shape and connecting with a fixing bolt 21, and the tightening cams 6 are pivotally mounted on a pair of pivots 12 provided on the both side frames 20, and each of the tightening cams 6 Is engaged with the spring 7 for rotating the lock member 3 to the tightening position, and the bulging portion 4 of the locking member 3 is inserted into and engaged with the tightening cam 6, and the cam holding member 18 is tightened by the tightening. A feature is that the cam 6 is engaged with the engaging portion 6a.

【0008】前記締付カム6の、前記係止部材3との圧
接面6bにはローレット加工を施しておくのがよい。
The pressing surface 6b of the tightening cam 6 with the locking member 3 is preferably knurled.

【0009】また、前記一対の枢軸12はその全長にわ
たり同一径に設けるとよい。
It is preferable that the pair of pivots 12 have the same diameter over their entire length.

【0010】本発明では、両セグメント1,2の連結部
にトンネル軸方向の引離し力が作用するとき、係止部材
3の膨出部4を介してばね7の締付力に抗して締付カム
6が開く方向に力が作用するが、このとき締付カム6の
係合段部6aに押さえ部材18が係合していてこれがロ
ック機構となって、締付カム6の回動が確実に制止さ
れ、セグメント連結部に非常に大きな引離し力が作用し
ても、当該セグメント連結部が分離しない。さらに、締
付カム6の係合部6aがカム押さえ部材18の係合段部
18aと係合することで、締付カム6の外方への移動が
カム押さえ部材18を介して規制され、それに伴い係止
部材3に加わる引張り力によって発生する枢軸12の撓
みが抑制される。
According to the present invention, when a separating force in the axial direction of the tunnel acts on the connecting portion between the two segments 1 and 2, it is opposed to the tightening force of the spring 7 via the bulging portion 4 of the locking member 3. A force acts in the direction in which the tightening cam 6 opens. At this time, the pressing member 18 is engaged with the engaging step 6a of the tightening cam 6, and this serves as a lock mechanism, and the rotation of the tightening cam 6 Is reliably stopped, and even if a very large separating force acts on the segment connecting portion, the segment connecting portion does not separate. Further, the engagement of the engaging portion 6a of the tightening cam 6 with the engaging step 18a of the cam pressing member 18 restricts the outward movement of the tightening cam 6 via the cam pressing member 18, Accordingly, the bending of the pivot 12 caused by the tensile force applied to the locking member 3 is suppressed.

【0011】[0011]

【発明の実施の形態】以下本発明の実施例を図を参照し
て説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.

【0012】図1から図10は、本発明の実施例を示す
もので、連結すべきセグメント1,2が鋼殻とその中に
充填されたコンクリート9とにより構成され、一方のセ
グメント1の鋼殻8におけるトンネル軸方向の端部のウ
エブ10に、他方のセグメント2の鋼殻8におけるトン
ネル軸方向の端部のウエブ11に向って突出する係止部
材3が溶接により固着されている。この係止部材3の先
端側における巾方向(セグメント厚さ方向)の両側に
は、当該係止部材3の先端縁に向って拡大するように傾
斜する係止斜面4aを有する膨出部4が設けられてい
る。
FIG. 1 to FIG. 10 show an embodiment of the present invention, in which segments 1 and 2 to be connected are constituted by a steel shell and concrete 9 filled therein, An engaging member 3 projecting toward a web 11 at an end in the tunnel axial direction of the steel shell 8 of the other segment 2 is fixed to a web 10 at an end in the tunnel axial direction of the shell 8 by welding. On both sides in the width direction (segment thickness direction) of the distal end side of the locking member 3, bulging portions 4 having locking slopes 4 a that are inclined so as to expand toward the distal end edge of the locking member 3 are provided. Is provided.

【0013】前記他方のセグメント2におけるウエブ1
1に、前記係止部材3の側方に対向する位置において支
持部材5の一部を構成する両側フレーム20の基端部
が、溶接により固着されている。支持部材5は、この両
側フレーム20の上下端にカム押さえ部材18を配置し
て枠状に組み、当該カム押さえ部材18に形成したボル
ト挿入孔22に挿入する六角穴付きの固定ボルト21
を、前記両側フレーム20の上下端面に形成した雌ねじ
23に螺合することで両側フレーム20と上下のカム押
さえ部材18を強固に結合して構成することができる。
なお、固定ボルト21に代えて溶接により両側フレーム
20とカム押さえ部材18を固定してもよい。
The web 1 in the other segment 2
1, a base end portion of both side frames 20 which constitute a part of the support member 5 at a position facing the side of the locking member 3 is fixed by welding. The support member 5 is formed by arranging the cam pressing members 18 at the upper and lower ends of the both side frames 20 to form a frame shape, and fixing bolts 21 having hexagonal holes to be inserted into the bolt insertion holes 22 formed in the cam pressing members 18.
Are screwed into female screws 23 formed on the upper and lower end surfaces of the both-side frames 20, whereby the both-side frames 20 and the upper and lower cam pressing members 18 can be firmly connected.
Note that, instead of the fixing bolt 21, the both-side frames 20 and the cam pressing member 18 may be fixed by welding.

【0014】所定の間隔をあけて配置される前記両側フ
レーム20の上下方向中間位置から、均等間隔離れて形
成された軸孔25を枢軸12の両端部が貫通しており、
両側フレーム20の外側において、この両側フレーム2
0と枢軸12とが溶接部24により固着されている。
Both ends of the pivot 12 pass through shaft holes 25 formed at equal intervals from the vertical middle position of the both-side frames 20 arranged at a predetermined interval,
Outside the two side frames 20, the two side frames 2
0 and the pivot 12 are fixed by a weld 24.

【0015】枢軸12には前記係止部材3の膨出部4の
係止斜面4aに係合される締付カム6が枢着され、各締
付カム6には、これを締付位置に回動させるばね7が係
合されている。ばね7の配置位置と反対側で、かつ締付
カム6と左側フレーム20との間には、枢軸12にカラ
ー27が嵌合されている。
A tightening cam 6 which is engaged with the locking slope 4a of the bulging portion 4 of the locking member 3 is pivotally mounted on the pivot 12, and each of the tightening cams 6 is brought to a tightening position. The pivoting spring 7 is engaged. A collar 27 is fitted to the pivot 12 on the side opposite to the position where the spring 7 is arranged and between the tightening cam 6 and the left frame 20.

【0016】前記締付カム6の、係止部材3との圧接面
6bにはローレット加工が施されており、この係止部材
3と圧接面6bとの摩擦抵抗を増大している。さらに、
圧接面6bと枢軸12を挾んで反対側の位置に係合部6
aが設けられており、他方、これに対応してカム押さえ
部材18には、前記係合部6aと係合する係合段部18
aが設けられていて、この係合部6aと係合段部18a
との係合により、係止部材3が離脱する方向へ締付カム
6が回転するのを阻止することができる。
The pressing surface 6b of the tightening cam 6 with the locking member 3 is knurled to increase the frictional resistance between the locking member 3 and the pressing surface 6b. further,
The engaging portion 6 is located at a position opposite to the pressing surface 6 b and the pivot 12.
a on the other hand, correspondingly, the cam pressing member 18 has an engaging step 18 that engages with the engaging portion 6a.
a, and the engaging portion 6a and the engaging step portion 18a are provided.
, It is possible to prevent the tightening cam 6 from rotating in the direction in which the locking member 3 is disengaged.

【0017】支持部材5は、これをセグメント2のウエ
ブ11に固着する前の段階では、単体(ユニット)で構
成されており、固定ボルト21を雌ねじ23に螺合して
両側フレーム20の上下端にカム押さえ部材18を連結
し、この状態で両側フレーム20をウエブ11に固着す
る。
Before the support member 5 is fixed to the web 11 of the segment 2, the support member 5 is formed as a single unit. , And the both-side frames 20 are fixed to the web 11 in this state.

【0018】前述のように支持部材5はセグメント2の
ウエブ11に固着する前に予め、両側フレーム20と、
上下カム押さえ部材18とが固定ボルト21により枠形
に組まれたユニットとして作成されており、この状態で
両側フレーム20の軸孔25に枢軸12を挿入したう
え、溶接部24を溶接して枢軸12を両側フレーム20
に固着するものであり、それにより枢軸12は、全長に
わたり同一径に設けることが可能となっている。
As described above, before the support member 5 is fixed to the web 11 of the segment 2,
The upper and lower cam holding members 18 are formed as a unit formed in a frame shape by fixing bolts 21. In this state, the pivot 12 is inserted into the shaft holes 25 of the frames 20 on both sides, and the welding portion 24 is welded to the pivot. 12 is the frame 20 on both sides
The pivot 12 can be provided with the same diameter over the entire length.

【0019】つまり、上下のカム押さえ部材18は、そ
の段部26を両側フレーム20の内側面に係止させるこ
とで、当該両側フレーム20がそれ以上は互いに近接し
ないように位置規制を行なわせることができる。
That is, the position of the upper and lower cam pressing members 18 is regulated by locking the step portions 26 to the inner side surfaces of the both side frames 20 so that the two side frames 20 do not come close to each other. Can be.

【0020】仮りに、カム押さえ部材18がない場合
は、枢軸12が同一径であると両フレーム20が所定距
離よりもさらに近づくのを阻止する位置規制手段が必要
となる。この場合は、通常枢軸12の両端部に段部を設
けてその外端側を小径とし、当該段部に両側フレーム2
0を当接することになる。しかし、枢軸12に段部を形
成すると枢軸12の強度が著るしく低下し、締付カム6
が係止部材3を介して強大な引張り力を受けることによ
り、この締付カム6を介して枢軸12が強大な力を受け
たとき、前記の段付部を介して破損するおそれがある。
If the cam pressing member 18 is not provided, if the pivots 12 have the same diameter, a position regulating means for preventing the two frames 20 from coming closer than a predetermined distance is required. In this case, usually, a step is provided at both ends of the pivot 12 so that the outer end side has a small diameter, and the two-sided frame 2 is attached to the step.
0 will abut. However, if a step is formed on the pivot 12, the strength of the pivot 12 is significantly reduced, and the tightening cam 6
Receives a strong pulling force via the locking member 3, and when the pivot 12 receives a strong force via the tightening cam 6, the shaft 12 may be broken through the stepped portion.

【0021】しかるに、本実施例では、前述のようにカ
ム押さえ部材18の段部26が両側フレーム20の間隔
を一定に保持する位置規制板として作用しているが故
に、枢軸12には段部を設けないで、全長にわたり同一
径に設けることが可能となった。したがって、段付枢軸
(図示せず)に比較して枢軸12の強度が向上し、係止
部材3と締付カム6に数十トン(例えば40〜50ト
ン)の強大な引張力が作用しても、枢軸12は破断する
ことがない。
However, in this embodiment, since the step 26 of the cam pressing member 18 acts as a position regulating plate for keeping the distance between the two frames 20 constant as described above, the step of the , And can be provided with the same diameter over the entire length. Therefore, the strength of the pivot 12 is improved as compared with a stepped pivot (not shown), and a strong tensile force of several tens tons (for example, 40 to 50 tons) acts on the locking member 3 and the tightening cam 6. However, the pivot 12 does not break.

【0022】さらに、枢軸12に枢支された締付カム6
がカム押さえ部材18と係合していることで、係合部材
3に引張力が作用したとき、当該枢軸12の撓みが規制
されるという作用も奏される。
Further, the tightening cam 6 pivotally supported by the pivot 12
Is engaged with the cam pressing member 18, so that when a tensile force is applied to the engaging member 3, the bending of the pivot 12 is regulated.

【0023】連結すべき前記他方のセグメント2の鋼殻
8における各フランジ13の外側には、嵌込凹部14が
設けられ、前記一方のセグメント1の鋼殻8における各
フランジ15の外側に、前記嵌込凹部14に嵌合される
嵌込突条16が設けられている。
Outside the respective flanges 13 of the steel shell 8 of the other segment 2 to be connected, fitting recesses 14 are provided, and outside the respective flanges 15 of the steel shell 8 of the one segment 1, A fitting ridge 16 fitted into the fitting recess 14 is provided.

【0024】各セグメント1,2を連結する場合は、図
1に示す状態から、一方のセグメント1または他方のセ
グメント2を対向するセグメントに向かってトンネル軸
方向に移動していく。このとき係止部材3が、ばね7の
力に抗して各締付カム6の間に進入し、図2に示すよう
に、各締付カム6が、ばね7により回動されて係止部材
3の膨出部4の係止斜面4aに係合されると共に、各嵌
込突条16が各嵌込凹部14に嵌合される。
When connecting the segments 1 and 2, one segment 1 or the other segment 2 is moved in the tunnel axial direction from the state shown in FIG. 1 toward the opposing segment. At this time, the locking member 3 enters between the respective tightening cams 6 against the force of the spring 7, and as shown in FIG. The engaging ridge 16 is fitted into each of the fitting concave portions 14 while being engaged with the locking slope 4 a of the bulging portion 4 of the member 3.

【0025】前述のようにして、各セグメント1,2を
連結したのち、図3に示すように、各セグメント1,2
の鋼殻8の間に、モルタルなどの常温硬化性材料17が
充填される。
After connecting the segments 1 and 2 as described above, as shown in FIG.
The room temperature curable material 17 such as mortar is filled between the steel shells 8.

【0026】[0026]

【発明の効果】本発明によれば、連結すべき一方のセグ
メント1の軸方向端面に、連結すべき他方のセグメント
2に向って突出し、先端に膨出部4を有する係止部材3
を固定し、前記他方のセグメント2に固定された支持部
材5に間隔をおいて配置された一対の締付カム6を枢着
し、各締付カム6にこれを締付位置に回動させるばね7
を係合させ、かつ前記締付カム6に設けた係合部6aに
係止するカム押さえ部材18を設け、前記係止部材3の
膨出部4一対の締付カム6の間に挿入してこれに係合さ
せ、前記カム押さえ部材18を前記締付カム6の係合部
6aに係合させたので、セグメント1,2を迅速にかく
強固に連結することができる。
According to the present invention, the locking member 3 protrudes from the axial end face of one segment 1 to be connected toward the other segment 2 to be connected and has a bulge 4 at the tip.
And a pair of clamping cams 6 spaced apart from each other are pivotally attached to the support member 5 fixed to the other segment 2, and each of the clamping cams 6 is rotated to the clamping position. Spring 7
Is provided, and a cam pressing member 18 is provided for engaging with the engaging portion 6a provided on the tightening cam 6, and the bulging portion 4 of the locking member 3 is inserted between the pair of tightening cams 6. Since the cam pressing member 18 is engaged with the engaging portion 6a of the tightening cam 6, the segments 1 and 2 can be quickly and firmly connected.

【0027】特に本発明では、締付カム6の係合部6a
にカム押さえ部材18を係合しているので、これが締付
カム6の回動を制止するロック機構として働き、締付カ
ム6と係止部材3とを引離す方向に強大な(数十トン)
力が作用し、締付カム6に回転力が作用しても当該締付
カム6は回動せず、しかも、枢軸12は全長にわたって
同一径であり、さらに締付カム6がカム押さえ部材18
と係合していることで撓まず、これらの相乗効果でセグ
メント連結部に加わる強大な引離し力に耐えて、セグメ
ント間の連結を確実に保持できるというすぐれた効果が
ある。
In particular, in the present invention, the engaging portion 6a of the tightening cam 6
Since the cam pressing member 18 is engaged with the locking member 6, this works as a lock mechanism for stopping the rotation of the tightening cam 6, and is strong in the direction in which the tightening cam 6 and the locking member 3 are separated (tens of tons). )
Even if a force is applied and a rotational force is applied to the tightening cam 6, the tightening cam 6 does not rotate, and the pivot 12 has the same diameter over the entire length.
With this arrangement, there is an excellent effect that the connection between the segments can be surely held by resisting the bending force applied to the segment connecting portion by the synergistic effect without bending.

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

【図1】本発明の実施例に係るセグメントの連結構造を
分離して示すトンネル軸方向断面図である。
FIG. 1 is a sectional view in the axial direction of a tunnel, showing a connection structure of segments according to an embodiment of the present invention.

【図2】本発明の実施例に係るセグメントの連結構造を
示すトンネル軸方向断面図である。
FIG. 2 is a sectional view in the axial direction of a tunnel showing a connection structure of segments according to an embodiment of the present invention.

【図3】隣り合うセグメントの間に常温硬化性材料を充
填した状態を示すトンネル軸方向断面図である。
FIG. 3 is a sectional view in the tunnel axial direction showing a state where a room temperature curable material is filled between adjacent segments.

【図4】図2におけるセグメント連結構造の拡大部分図
である。
FIG. 4 is an enlarged partial view of the segment connection structure in FIG. 2;

【図5】図4のA−A線断面図である。FIG. 5 is a sectional view taken along line AA of FIG. 4;

【図6】連結すべき一方のセグメントを示す正面図であ
る。
FIG. 6 is a front view showing one segment to be connected.

【図7】図6の中央部を拡大して示す正面図である。FIG. 7 is an enlarged front view showing a central portion of FIG. 6;

【図8】連結すべき他方のセグメントを示す正面図であ
る。
FIG. 8 is a front view showing the other segment to be connected.

【図9】図8の中央部を拡大して示す正面図である。FIG. 9 is an enlarged front view showing a central portion of FIG. 8;

【図10】覆工用セグメントリングの斜視図である。FIG. 10 is a perspective view of a lining segment ring.

【符号の説明】 1 セグメント 2 セグメント 3 係止部材 4 膨出部 4a 係止斜面 5 支持部材 6 締付カム 6a 係合部 6b 圧接面 7 ばね 8 鋼殻 9 コンクリート 10 ウエブ 11 ウエブ 12 枢軸 13 フランジ 14 嵌込凹部 15 フランジ 16 嵌込突条 17 常温硬化性材料 18 カム押さえ部材 20 両側フレーム 21 固定ボルト 22 ボルト挿入孔 23 雌ねじ 24 溶接部 25 軸孔 26 段部[Description of Signs] 1 segment 2 segment 3 locking member 4 bulging portion 4a locking slope 5 supporting member 6 tightening cam 6a engaging portion 6b press-contact surface 7 spring 8 steel shell 9 concrete 10 web 11 web 12 pivot 13 flange 14 Fitting recess 15 Flange 16 Fitting ridge 17 Room temperature hardening material 18 Cam holding member 20 Side frames 21 Fixing bolt 22 Bolt insertion hole 23 Female screw 24 Welding part 25 Shaft hole 26 Step

───────────────────────────────────────────────────── フロントページの続き (72)発明者 横山 努 東京都千代田区大手町二丁目6番3号 新日本製鐵株式会社内 (72)発明者 石村 勝宏 大阪府大阪市西区阿波座一丁目3番15号 鹿島建設株式会社 関西支店内 (72)発明者 田村 義昭 大阪府大阪市西区阿波座一丁目3番15号 鹿島建設株式会社 関西支店内 (72)発明者 佐野 陽一 東京都千代田区大手町二丁目6番3号 新日本製鐵株式会社内 (72)発明者 氷澤 幸彦 大阪府大阪市西区阿波座一丁目3番15号 鹿島建設株式会社 関西支店内 (56)参考文献 特開 平5−256096(JP,A) (58)調査した分野(Int.Cl.7,DB名) E21D 11/08 F16L 9/22 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Tsutomu Yokoyama 2-6-3 Otemachi, Chiyoda-ku, Tokyo Nippon Steel Corporation (72) Inventor Katsuhiro Ishimura 1-3-3 Awaza, Nishi-ku, Osaka-shi, Osaka 15 Kashima Construction Co., Ltd.Kansai Branch (72) Inventor Yoshiaki Tamura 1-3-15 Awaza, Nishi-ku, Osaka City, Osaka Prefecture Kashima Construction Co., Ltd.Kansai Branch (72) Inventor Yoichi Sano 2-chome Otemachi, Chiyoda-ku, Tokyo No. 6-3 Inside Nippon Steel Corporation (72) Inventor Yukihiko Hizawa 1-3-15 Awaza, Nishi-ku, Osaka-shi, Osaka Kashima Construction Co., Ltd. Kansai Branch (56) References JP-A-5-256096 ( JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) E21D 11/08 F16L 9/22

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 連結すべき一方のセグメント1の軸方向
端面に、連結すべき他方のセグメント2に向って突出
し、先端に膨出部4を有する係止部材3を固定し、前記
他方のセグメント2に固定された支持部材5に間隔をお
いて配置された一対の締付カム6を枢着し、各締付カム
6にこれを締付位置に回動させるばね7を係合させ、か
つ前記締付カム6に設けた係合部6aに係止するカム押
さえ部材18を設け、前記係止部材3の膨出部4を一対
の締付カム6の間に挿入してこれに係合させ、前記カム
押さえ部材18を前記締付カム6の係合部6aに係合さ
せたセグメントの連結構造。
1. A locking member 3 protruding toward the other segment 2 to be connected and having a bulging portion 4 at the tip is fixed to the axial end face of one segment 1 to be connected, A pair of tightening cams 6 spaced apart from each other on a supporting member 5 fixed to the support member 2 and engaging a spring 7 for rotating each of the tightening cams 6 to a tightening position; A cam pressing member 18 is provided for locking the engaging portion 6a provided on the tightening cam 6, and the bulging portion 4 of the locking member 3 is inserted between the pair of tightening cams 6 and engaged therewith. A segment connecting structure in which the cam pressing member 18 is engaged with the engaging portion 6a of the tightening cam 6.
【請求項2】 連結すべき一方のセグメント1の軸方向
端面に、連結すべき他方のセグメント2に向って突出
し、先端に膨出部4を有する係止部材3を固定し、前記
他方のセグメント2に両側フレーム20を固着し、かつ
両側フレーム20と上下のカム押さえ部材18とを枠状
に組み固定ボルト21により結合して支持部材5を構成
し、前記両側フレーム20に設けた一対の枢軸12に締
付カム6を枢着し、各締付カム6にこれを締付位置に回
動させるばね7を係合させ、前記係止部材3の膨出部4
を前記締付カム6に挿入してこれに係合させ、前記カム
押さえ部材18を前記締付カム6の係合部6aに係合さ
せたセグメントの連結構造。
2. A locking member 3 protruding toward the other segment 2 to be connected and having a bulging portion 4 at the tip is fixed to the axial end face of one segment 1 to be connected, 2 and the upper and lower cam pressing members 18 are assembled into a frame shape and connected by fixing bolts 21 to form the supporting member 5. 12, the tightening cams 6 are pivotally connected to each other, and each of the tightening cams 6 is engaged with a spring 7 for rotating the cam to a tightening position.
Is inserted into and engaged with the tightening cam 6, and the cam pressing member 18 is engaged with the engaging portion 6 a of the tightening cam 6.
【請求項3】 前記締付カム6には、前記係止部材3と
の圧接面6bにローレット加工が施されている請求項2
に記載のセグメントの連結構造。
3. A knurling process is applied to the pressing surface 6b of the tightening cam 6 with the locking member 3.
The connection structure of segments described in 1.
【請求項4】 前記一対の枢軸12はその全長にわたり
同一径に設けられている請求項2に記載のセグメントの
連結構造。
4. The segment connecting structure according to claim 2, wherein said pair of pivots 12 are provided with the same diameter over the entire length thereof.
JP21941195A 1995-08-07 1995-08-07 Segment connection structure Expired - Fee Related JP3340890B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21941195A JP3340890B2 (en) 1995-08-07 1995-08-07 Segment connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21941195A JP3340890B2 (en) 1995-08-07 1995-08-07 Segment connection structure

Publications (2)

Publication Number Publication Date
JPH0949588A JPH0949588A (en) 1997-02-18
JP3340890B2 true JP3340890B2 (en) 2002-11-05

Family

ID=16734988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21941195A Expired - Fee Related JP3340890B2 (en) 1995-08-07 1995-08-07 Segment connection structure

Country Status (1)

Country Link
JP (1) JP3340890B2 (en)

Also Published As

Publication number Publication date
JPH0949588A (en) 1997-02-18

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