JPS58189499A - Flexible segment - Google Patents

Flexible segment

Info

Publication number
JPS58189499A
JPS58189499A JP57071965A JP7196582A JPS58189499A JP S58189499 A JPS58189499 A JP S58189499A JP 57071965 A JP57071965 A JP 57071965A JP 7196582 A JP7196582 A JP 7196582A JP S58189499 A JPS58189499 A JP S58189499A
Authority
JP
Japan
Prior art keywords
segment
flexible
expansion
sides
interval
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
JP57071965A
Other languages
Japanese (ja)
Other versions
JPS6221959B2 (en
Inventor
松下 邦治郎
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP57071965A priority Critical patent/JPS58189499A/en
Publication of JPS58189499A publication Critical patent/JPS58189499A/en
Publication of JPS6221959B2 publication Critical patent/JPS6221959B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は可撓セグメントに関するものであもシールド
工法における1次ライニングの目的は地山の崩壊全防ぎ
ながら、土中にトンネル構築するシールド工法の最も主
要な部分をなすもので、トンネルの土庄はすべて1次ラ
イニングに支えられている。そしてこの1次ライニング
はトンネルライニングに組み立てやすいよう複数に分割
されたセグメン)t−使用してシールド内で組み立てら
れるものである。
[Detailed Description of the Invention] Although this invention relates to flexible segments, the purpose of the primary lining in the shield construction method is to prevent the collapse of the ground and form the most important part of the shield construction method in which tunnels are constructed in the ground. All of the tunnel's tonosho is supported by the primary lining. This primary lining is assembled within the shield using segments divided into a plurality of segments to facilitate assembly into the tunnel lining.

しかるに軟弱地盤や地震の多い我が国では、セグメント
によるシールド管路が不等沈下や地震による曲げ、剪断
、伸縮、捩れなどの外力を受けて破損事故などを招き易
いという管路安全上、淘に由々しい問題があった。そこ
で最近では上記シールド管路の不等沈下や地震による曲
げ、剪断、伸動、捩れなどの応力及び変位を複合吸収で
きる可撓セグメントが使用され、一般セグメントによる
シールド管路の必要な部分に適宜介入設置されるように
なった。そして従来知られている一般的な可撓セグメン
トとしては、両側セグメント部間の伸縮作動部に複数の
止水ゴム帯及び耐カバーなどが介装された構成のものな
どが知られているが、これら従来の可撓セグメントは、
各部片取付用のボルトが数多く使用された煩瑣な構造で
、かつこれらボルトは各部片に付加される複雑な振動や
衝撃荷重などによって弛緩を生じ易いため、故障や不安
定トラブルなどの発生を余儀なくされるものであり、ま
た特に従来のものは複雑な地盤変動に対する順応性に無
理があって急激な地盤変動によって止水ゴム帯などの損
傷上もたらし、耐久性強度や止水性などに難点があった
However, in Japan, where the ground is soft and there are many earthquakes, shielded pipelines made of segments are susceptible to uneven settlement and external forces such as bending, shearing, expansion/contraction, and torsion caused by earthquakes, which can easily lead to damage accidents. There was a serious problem. Therefore, in recent years, flexible segments have been used that can absorb the stresses and displacements such as bending, shearing, stretching, and torsion caused by uneven settlement of the shielded pipeline and earthquakes. Interventions are now installed. As a conventionally known general flexible segment, there is a structure in which a plurality of water stop rubber bands, anti-covers, etc. are interposed in the telescoping part between the segment parts on both sides. These conventional flexible segments are
It has a cumbersome structure with many bolts used to attach each part, and these bolts tend to loosen due to complex vibrations and shock loads applied to each part, resulting in breakdowns and instability problems. In addition, conventional methods in particular have difficulty adapting to complex ground movements, causing damage to water-stopping rubber bands and the like due to sudden ground movements, and have problems with durability, strength, and water-stopping properties. Ta.

この発明は上記に鑑み、以下説明するような可撓セグメ
ントを提供して従来の諸欠点、諸問題を解消するように
したものである。
In view of the above, the present invention provides a flexible segment as described below to eliminate the various drawbacks and problems of the prior art.

この発明の可撓セグメン)Th図面実施例について詳説
する。
The flexible segment (flexible segment) Th drawing example of this invention will be explained in detail.

図面は複数に分割されたセグメントを示し、幅方向の両
側には中央部の伸縮間隔Sを挾んでセグメント部+、 
llが夫々配されている。そして上記伸縮間隔S及びそ
れ上狭んだ両側セグメント部弘。
The drawing shows a segment divided into a plurality of parts, and on both sides in the width direction there are segment parts +,
ll are arranged respectively. The expansion/contraction interval S and the narrowed segment portions on both sides.

tの外側面には、上記伸縮間隔S部において可撓蛇腹部
2に形成せるスキンプレート/が取付けられている。な
お上記可撓蛇腹部2は図示の如くスキンブレー)/の両
側平坦部全納ぶ面上より外側方に突出することなく内側
方において波形に蛇行した成形構造としてあり、シール
ド機のテールパツキンが通過する際支障とならないよう
にしである。また上記スキンプレート/の両端部は夫々
内方に折曲して両側セグメント部+、+’の端面に装着
された側面7ランジ/a、/aとなっている。
A skin plate/ which can be formed on the flexible bellows part 2 at the expansion/contraction interval S is attached to the outer surface of t. As shown in the figure, the flexible bellows part 2 has a molded structure in which the flat parts on both sides of the skin brake (skin brake)/ are fully housed, and are formed in a wave-like meandering shape inwardly without protruding outwardly. This is done so that it does not become a hindrance when doing so. Further, both ends of the skin plate / are respectively bent inward to form side 7 langes /a, /a attached to the end faces of both side segment parts +, +'.

また3、3は夫々上記スキンプレート/に熔看された内
枠セグメントで、該内枠セグメント3,3間が伸縮間隔
S全構成しているものである。なお上記両側内枠セグメ
ント3,3には、対応する通孔3’、  3’が夫々穿
設されている。そして上記通孔3.3に夫々開口端部を
連通して取付けた鞘管S。
Further, numerals 3 and 3 are inner frame segments that are respectively melted onto the skin plates, and the length between the inner frame segments 3 and 3 constitutes the entire expansion/contraction interval S. Note that corresponding through holes 3', 3' are bored in the inner frame segments 3, 3 on both sides, respectively. And sheath pipes S are attached with their open ends communicating with the through holes 3.3.

5が夫々両側セグメン)#、lI内に埋設して設けられ
ている。なお乙はアンカー鉄筋である。/2は両側内枠
セグメント3,3間の伸縮間隔Sに介入された発泡ウレ
タンなどの弾性体である。そし“てこの弾性体/2は図
面実り例の場合のように伸縮間隔Sの円周方向全域に亘
って介入装着しても或いは例えば後記する自在接手//
介装部だけ介入しない部分的(セクシ1ナル)介入とし
てもよい。なお上記伸縮間隔Sの全域介入の場合には、
当然自在接手//は弾性体/2内へ埋設されるものであ
る。7は軸部グを夫々両側の上記鞘管S。
5 are embedded in both side segments) # and lI, respectively. Note that B is the anchor reinforcing bar. /2 is an elastic body such as urethane foam inserted in the expansion/contraction interval S between the inner frame segments 3, 3 on both sides. The elastic body /2 of the lever can be inserted and installed over the entire circumferential direction of the expansion/contraction interval S as in the case of the example shown in the drawing, or it can be mounted, for example, by a universal joint described later//
It is also possible to perform partial (sexual) intervention in which only the intervention part is not intervened. In addition, in the case of whole-area intervention with the above expansion/contraction interval S,
Naturally, the universal joint // is embedded within the elastic body /2. 7 connects the shaft part to the sheath tube S on both sides.

j内に、ばねざ全夫々介入して幅方向に摺動自在に挿嵌
された左右両側2個の球面ソケットで、該左右球面ソケ
ット7.7に、両端の球10を夫々回転自在に係嵌面接
触させて接手科りが連接され自在接手llを構成してい
る。即ち両側セグメン)!、 IIを可変自在に接続す
る球面対偶(玉接手)の自在接手//を構成している。
Two spherical sockets on both the left and right sides are inserted into the socket 7.j so as to be slidable in the width direction with all the springs intervening, and the balls 10 at both ends are rotatably engaged with the left and right spherical sockets 7.7. The joint parts are connected with the fitting surfaces in contact to form a universal joint 11. i.e. bilateral segments)! , II constitutes a spherical pair (ball joint) universal joint // that variably connects.

なお上記構成となった自在接手l/は、図面第2図に示
すように円周方向の伸縮間隔Sの数個所(実施例では3
個所)に夫々介入装着されるものである。そして上記各
自在接手/lは図面実施例の場合、伸k h隔Sの全域
に亘って介入装着された弾性体12内に埋設されており
、この場合には両側鞘管S内のばねざは夫々省略できる
。即ち弾性体12が各自在接手1/介装部に介入されて
いない部分的介入の場合に、各ばねざは各自在接手//
全伸縮間隔Sの中央部に位置決め保持するための役目を
しているものである。
As shown in FIG.
It is installed by intervention in each location. In the case of the embodiment shown in the drawings, each of the above-mentioned adjustable joints/l is embedded in the elastic body 12 which is interposed over the entire area of the extension distance S, and in this case, the spring springs in the sheath pipes S on both sides are embedded. can be omitted. That is, in the case of partial intervention in which the elastic body 12 is not intervened in each universal joint 1/intervening part, each spring latch is connected to each universal joint//
This serves to position and hold it at the center of the full expansion/contraction interval S.

なおまた図面実施例ではSCセグメント(鉄筋コンクリ
ート一般セグメント)の場合上剥としてあり、両側セグ
メント部t、tは夫々適宜配筋がなされて一次巻コンク
リートの施された構成となっている。そしてこの発明の
可撓セグメントの場合、二次巻コンクリートは不要とな
る。
In addition, in the drawing example, the SC segment (reinforced concrete general segment) is shown as having a top peeling, and both side segment portions t, t are constructed with appropriate reinforcement and primary concrete rolls. In the case of the flexible segment of the present invention, secondary rolling concrete is not required.

この発明の可撓セグメントは以上のようで、リング体に
組立てられて一般セグメントによるシールド管路の必要
な部分に適宜介入設置されるものである。そしてこの可
撓セグメントは図面第を図(イ)の普通取付状態から、
軸方向の圧縮(縮み)、引張り(伸び)、剪断、曲げ及
び捩れの外力上受けた場合には、スキンプレート/の可
撓蛇腹部2、自在接手//及び弾性体12が夫々変形、
変位して夫々の応力を吸収する図面第を図(ロ)縮み、
同(ハ)伸び、同に)剪断、同(ホ)曲げ及び同(へ)
捩れの状態となるものである。
As described above, the flexible segment of the present invention is assembled into a ring body and is inserted and installed as needed in the required portion of the shielded conduit by the general segment. This flexible segment can be changed from the normal installation state shown in Figure (A) to
When subjected to external forces such as compression (shrinkage), tension (elongation), shearing, bending and torsion in the axial direction, the flexible bellows part 2 of the skin plate/, the universal joint// and the elastic body 12 deform, respectively.
Figure (b) shrinks the drawing number that is displaced and absorbs the respective stress;
The same (c) elongation, the same) shearing, the same (e) bending and the same (f)
This results in a twisted state.

なおこの発明の可撓セグメントでは、シールド推進時に
、両側セグメント部<Z、 Ilが仮推力受材にて連結
されていてセグメントとしての働き全するよう、適宜の
仮推力受材が着脱自在に取付けられるものである。
In addition, in the flexible segment of this invention, appropriate temporary thrust receiving materials are removably attached so that when the shield is propelled, the segment parts on both sides <Z, Il are connected by the temporary thrust receiving materials and fully function as a segment. It is something that can be done.

この発明の可撓セグメントは以上のように、中央部の伸
縮間隔S及びそれ上狭も両側セグメント部ダ、ダの外側
面に、上記伸縮間隔S部において呵撓蛇腹部2が形成さ
れたスキンプレート/全取付け、該伸縮間msに、発泡
ウレタンなどの体性体7.2及び両側セグメン)!、I
Iを可変自在に接続する自在接手//に夫々介入装着し
たもので、従来のものと違ってボルト取付けが全く不要
な簡潔な構造で、長期に亘って故障やトラブルなど生じ
ない安定した耐久性が維持でき、かつ安価に提供できる
など優れた効果がある。また特にこの発明の可撓セグメ
ントでは、スキンプレート/のaf撓蛇腹部コ、発泡ウ
レタンなどの弾性体/2及び自在接手//の3者が協働
して曲げ、剪断、伸縮。
As described above, the flexible segment of the present invention has a skin in which elastic bellows portions 2 are formed at the elastic interval S in the center and on the outer surfaces of the segment parts on both sides. Plate/all installation, the expansion/contraction interval ms, body material such as urethane foam 7.2 and both side segment)! , I
This is a flexible joint that variably connects I and is attached to each joint.Unlike conventional ones, it has a simple structure that does not require any bolt attachment, and has stable durability that does not cause any breakdown or trouble over a long period of time. It has excellent effects such as being able to maintain and provide it at low cost. In particular, in the flexible segment of the present invention, the three members, the AF flexible bellows part of the skin plate, the elastic body such as urethane foam, and the flexible joint jointly perform bending, shearing, and expansion/contraction.

捩れなどの応力及び変位を複合的かつ有効に吸収でき、
軟弱地盤の不等沈下や地震などに起因する地盤の変動に
よってもたらされるシールド管路の各種破損事故など全
完全に防遮して管路の安全維持に寄与できる甚大な効果
がある。
It can absorb stress and displacement such as torsion in a complex and effective manner,
It has the tremendous effect of contributing to maintaining the safety of pipelines by completely preventing various types of damage to shielded pipelines caused by uneven subsidence of soft ground or ground fluctuations caused by earthquakes.

さらに両側セグメントp、 llを可変自在に接続する
球面対偶の自在接手/lを伸縮間隔S部に介入装着しで
あるから、該自在接手//によって両側機素が相互に球
面運動が可能なわけで、如何なる方向の複雑多岐な外力
にも対応でき、複雑かつ急激な地シ変動に対しても適正
に順応できるものであり、かつ伸縮間隔Sに介入装着さ
れた弾性体/2が安定した遮水封鎖機能を果すもので、
耐久性強度及び正水性を著しく向上できる効果がある。
Furthermore, since a pair of spherical universal joints /l which variably connect the segments p and ll on both sides are inserted and installed in the expansion/contraction interval S, the elements on both sides can mutually perform spherical motion by the universal joints //. It is capable of responding to complex and diverse external forces in any direction, can appropriately adapt to complex and rapid ground movements, and the elastic body /2 inserted at the expansion/contraction interval S provides a stable shield. It functions as a water seal,
It has the effect of significantly improving durability strength and water resistance.

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

図面はこの発明可撓セグメントの実施例を示すもので、
第1図は正面図、第2図は底面図、第3図は一部を省略
した第1図のA−A巌拡大断面図。 第を図(イ)はこの可撓セグメントの普通取付状態の一
部縦断面図、同(ロ)〜(へ)は夫々各外力上受けて変
形変位した各状態の一部縦断面図である。 /、・スキンプレート /、a、、側面フランジ。 20.司撓蛇腹部、3・、内枠セグメント、3′・、通
孔、Ilo、セグメント部、S、、鞘管、6゜、アンカ
ー鉄筋、760球面ツク・ノド、  7’+ +軸部、
と、・ばね、ql、接手軒、10.・球、 //1.自
在接手、/、2.、弾性体、So、伸縮間隔。
The drawings show an embodiment of the flexible segment of the invention.
FIG. 1 is a front view, FIG. 2 is a bottom view, and FIG. 3 is an enlarged sectional view taken along the line A-A in FIG. 1 with some parts omitted. Figure 5 (A) is a partial vertical cross-sectional view of the flexible segment in its normally installed state, and Figures (B) to (F) are partial vertical cross-sectional views of each state in which it is deformed and displaced under the influence of external forces. . /,・Skin plate /,a,,Side flange. 20. Flexible bellows part, 3., Inner frame segment, 3', Through hole, Ilo, Segment part, S, Sheath pipe, 6°, Anchor reinforcing bar, 760 spherical tongue, 7'+ + shaft part,
and・spring, ql, joint eave, 10.・Ball, //1. Universal joint, /, 2. , elastic body, So, expansion/contraction interval.

Claims (1)

【特許請求の範囲】[Claims] 中央部の伸縮間隔S及びそれ全挾む両側セグメント部+
、 tIの外側面に、上記伸縮間隔S部において可撓蛇
腹部2が形成されたスキンプレート/を取付け、該伸縮
間隔Sに、弾性体7.2及び両側セグメン)!、lIを
可変自在に接続する球面対偶の自在接手/If夫々介入
装Mしてなる可撓セグメント。
The expansion/contraction interval S in the center and the segment parts on both sides that completely sandwich it +
, Attach a skin plate/on which a flexible bellows portion 2 is formed at the stretchable interval S to the outer surface of tI, and attach an elastic body 7.2 and both side segment) to the stretchable interval S! , lI, and a flexible segment formed by a pair of spherical universal joints/If, respectively, and an intervention device M for variably connecting them.
JP57071965A 1982-04-27 1982-04-27 Flexible segment Granted JPS58189499A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57071965A JPS58189499A (en) 1982-04-27 1982-04-27 Flexible segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57071965A JPS58189499A (en) 1982-04-27 1982-04-27 Flexible segment

Publications (2)

Publication Number Publication Date
JPS58189499A true JPS58189499A (en) 1983-11-05
JPS6221959B2 JPS6221959B2 (en) 1987-05-15

Family

ID=13475688

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57071965A Granted JPS58189499A (en) 1982-04-27 1982-04-27 Flexible segment

Country Status (1)

Country Link
JP (1) JPS58189499A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0355393A (en) * 1989-07-24 1991-03-11 Komatsu Ltd Connection and its device of shield excavator
JPH04149394A (en) * 1990-10-11 1992-05-22 Kanazawa Seisakusho:Kk Flexible joint device
JPH07180491A (en) * 1993-12-22 1995-07-18 Seibu Polymer Corp Segment for shield construction method tunnel

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03118047U (en) * 1990-03-16 1991-12-05

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0355393A (en) * 1989-07-24 1991-03-11 Komatsu Ltd Connection and its device of shield excavator
JPH04149394A (en) * 1990-10-11 1992-05-22 Kanazawa Seisakusho:Kk Flexible joint device
JPH07180491A (en) * 1993-12-22 1995-07-18 Seibu Polymer Corp Segment for shield construction method tunnel

Also Published As

Publication number Publication date
JPS6221959B2 (en) 1987-05-15

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