JPS63201294A - Shield for excavating tunnel - Google Patents

Shield for excavating tunnel

Info

Publication number
JPS63201294A
JPS63201294A JP3336887A JP3336887A JPS63201294A JP S63201294 A JPS63201294 A JP S63201294A JP 3336887 A JP3336887 A JP 3336887A JP 3336887 A JP3336887 A JP 3336887A JP S63201294 A JPS63201294 A JP S63201294A
Authority
JP
Japan
Prior art keywords
shield
spherical
jacks
jack
spherical shaft
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
JP3336887A
Other languages
Japanese (ja)
Other versions
JPH0433359B2 (en
Inventor
千秋 小島
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 JP3336887A priority Critical patent/JPS63201294A/en
Publication of JPS63201294A publication Critical patent/JPS63201294A/en
Publication of JPH0433359B2 publication Critical patent/JPH0433359B2/ja
Granted legal-status Critical Current

Links

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】 産業上の利用分野 この発明はトンネル掘削用シールドでトンネルを掘進す
る際にその掘進計画線形が左右上下の曲線状の変化に適
合することができる分割式トンネル掘削用シールドに関
するものである。
[Detailed Description of the Invention] Industrial Field of Application This invention provides a split-type tunnel excavation shield that allows the tunnel excavation plan alignment to adapt to horizontal, vertical, and curved changes when excavating a tunnel with the tunnel excavation shield. It is related to.

従来の技術 従来の分割式トンネル掘削用シールド、例えば°特公昭
59−18513のような構造のものは分割シールドを
同一中心軸の垂直軸で連結してこの軸を中心に前後のシ
ールドが揺動するようにしたもので、上下方向に曲進さ
せる場合には主として上下のシールドジヤツキの操作に
よりその方向を変えるようにしていたものである。
Conventional technology Conventional split shields for tunnel excavation, such as those with a structure such as the one published in Tokuko Sho 59-18513, connect split shields with a vertical axis with the same central axis, and the front and rear shields swing around this axis. When turning in the vertical direction, the direction was changed mainly by operating the upper and lower shield jacks.

又例えば特公昭59−16639は、前部シールドと後
部シールドとの間に中間リングガーダを設置し、前部シ
ールドと中間リングガーダとを垂直軸により又後部シー
ルドと中間リングガーダとを水平軸により連結して前部
シールドの方向が後部シールドに対して上下左右あらゆ
る方向に変えられるようにしたものである。
For example, in Japanese Patent Publication No. 59-16639, an intermediate ring girder is installed between the front shield and the rear shield, and the front shield and the intermediate ring girder are connected by a vertical axis, and the rear shield and the intermediate ring girder are connected by a horizontal axis. When connected, the direction of the front shield can be changed in any direction, up, down, left, or right with respect to the rear shield.

発明が解決しようとする問題点 しかしながら特公昭59−18513では左右方向の曲
進は正確、容易になったもの\、上下方向に曲進させる
場合にはシールドジヤツキの操作が面倒で゛あるばかり
でなくこの構造では曲進半径が大きくなり、切羽の上部
又は下部を大きく余堀りする必要が生じ地山とシールド
との間には大きな空隙を生じて地盤沈下を誘発するおそ
れがあり、又特公昭59−16639の構造では構成上
では左右上下すべての方向に正確、容易に曲進できる機
構になっているが、その構成が複雑で製造上も簡易性を
欠き又掘削作業時においては大きな力が作用するので操
作の際の堅牢性を欠くこともあり問題であった。
Problems to be Solved by the Invention However, in the Japanese Patent Publication No. 59-18513, turning in the left and right direction became accurate and easy, but when turning in the vertical direction, operating the shield jack was troublesome. However, in this structure, the radius of curvature becomes large, and it is necessary to over-excavate the upper or lower part of the face, creating a large gap between the ground and the shield, which may induce ground subsidence. The structure of the Japanese Patent Publication No. 59-16639 has a mechanism that can move accurately and easily in all directions, left, right, top, and bottom, but the structure is complicated, it lacks simplicity in manufacturing, and it requires a large amount of work during excavation work. This poses a problem because it lacks robustness during operation due to the force applied to it.

問題を解決するための手段 以下この発明を図面の実施例について説明すると、第1
図は本発明のトンネル掘削用シールドのシールド中心軸
線を含む垂直面で縦断したところを示す正面図、第2図
は第1図の■−■線断面を示す図、第3図は第1図のも
の\シールド中心軸線を含む水平縦断面上面図であるが
、これらの図面で示されるように本発明のトンネル掘削
用シールドlは前部シールド2と後部シールド3とに分
割され、後部シールド3の前端は球面スキンプレート4
となっており、この部分と前部シールド2の後端部のシ
ール材を設けたスキンプレート部5のシールド垂直方向
直径線yW球面軸6゜7を設け、上部の球面軸6と前部
シールド2の後端上部に固定した連結軸受9の先端部の
球面軸孔8とを嵌合して連結し、又後部シールド前端下
部の球面軸7は前部シールド2の下部にその一端を回動
自在に取付けた前部シールド上下用ジヤツキlOのピス
トンロッド11の先端に設けた球面軸孔12と嵌合して
結合し、前部シールド2と後部シールド3とを連結して
いる。
Means for Solving the Problem The present invention will be explained below with reference to the embodiments shown in the drawings.
The figure is a front view of the shield for tunnel excavation of the present invention taken along a vertical plane including the center axis of the shield, FIG. 2 is a cross-sectional view taken along the line ■-■ of FIG. 1, and FIG. This is a top view of a horizontal vertical section including the center axis of the shield. As shown in these drawings, the shield l for tunnel excavation of the present invention is divided into a front shield 2 and a rear shield 3, and the rear shield 3 The front end of the spherical skin plate 4
This part and the shield vertical diameter line yW of the skin plate part 5 provided with the sealing material at the rear end of the front shield 2 have a spherical axis 6°7, and the upper spherical axis 6 and the front shield 2, and the spherical shaft hole 8 at the tip of the connecting bearing 9 fixed to the upper rear end of the shield 2 is fitted into the spherical shaft hole 8, and the spherical shaft 7 at the lower front end of the rear shield has one end rotated to the lower part of the front shield 2. The front shield 2 and the rear shield 3 are connected by fitting into a spherical shaft hole 12 provided at the tip of the piston rod 11 of the freely attached front shield upper and lower jack lO.

この場合上部の連結軸受9と下部のジヤツキIOとの位
置を交換してジヤツキIOを前部シールド2の上部に、
連結軸受9を前部シールド2の下部に設けるようにして
も又両方をジヤツキにしても発明として全(変りのない
ものである。
In this case, the positions of the upper connection bearing 9 and the lower jack IO are exchanged, and the jack IO is placed on the top of the front shield 2.
Even if the connecting bearing 9 is provided at the lower part of the front shield 2, or if both are mounted, the invention remains the same.

又前部シールド2と後部シールド3との間には第3図お
よび第1図、第2図に示されるように、それらの左部お
よび右部にステアリングジヤツキ13および14があり
、それらのシリンダの端部は前部シールド2に設けられ
た支持腕15.16に回動自在に取付けられ、それらの
ジヤツキのピストンロッド17,18はそれぞれ後部シ
ールド3に設けられた受金19.20と回動自在に取付
けられている。これらのステアリングジヤツキは左部お
よび右部にそれぞれ複数個取付けられることもある。
Further, between the front shield 2 and the rear shield 3, as shown in FIG. 3, FIG. 1, and FIG. 2, there are steering jacks 13 and 14 on the left and right sides thereof. The ends of the cylinders are rotatably mounted on support arms 15, 16 provided on the front shield 2, and the piston rods 17, 18 of these jacks are respectively attached to supports 19, 20 on the rear shield 3. It is rotatably mounted. A plurality of these steering jacks may be installed on the left and right sides.

又前部シールド2と後部シールド3との間には固定装置
21,22.2(がシールドの左部および右部に設けた
ステアリングジヤツキ13.14の内側付近および下部
の上下用ジヤツキ10の内側付近にそれぞれ設けられて
おり、これらの固定装置の構造は本実施例では、前部シ
ールドのリングビーム24に設けられた受金25.26
.27と後部シールドのリングビーム28に設けられた
受金29.30.31との間をそれぞれ貫通して長さを
規定できる固定ロッド32,33.34を設けて構成し
である。これらの固定装置も必要により各部にそれぞれ
複数個設けることもある。
Also, between the front shield 2 and the rear shield 3, there are fixing devices 21, 22.2 (near the inner side of the steering jacks 13, 14 provided on the left and right parts of the shield and the upper and lower jacks 10 located at the bottom). These fixing devices are respectively provided near the inner side, and in this embodiment, the structure of these fixing devices is the holders 25 and 26 provided on the ring beam 24 of the front shield.
.. Fixing rods 32, 33, 34 are provided to define the length by penetrating between the ring beam 27 and the receivers 29, 30, 31 provided on the ring beam 28 of the rear shield, respectively. A plurality of these fixing devices may be provided in each part if necessary.

又前部シールド2の前方リング35の円周部にはシール
ドジヤツキ36 a、36 b、36 c、36 d−
・・のシリンダ端がは望郷間隔に取付けられてあり、そ
れらのジヤツキのピストンロッド先端部にはそれぞれ球
面継手を介してスプレッダ37a、37b。
Further, on the circumference of the front ring 35 of the front shield 2, there are shield jacks 36 a, 36 b, 36 c, 36 d-.
The ends of the cylinders are mounted at regular intervals, and spreaders 37a and 37b are connected to the tips of the piston rods of these jacks via spherical joints, respectively.

37c、37d・・・が設けられており、これらのスプ
レッダによりセグメント38の側面に接するようになっ
ている。
37c, 37d, . . . are provided, and are brought into contact with the side surfaces of the segments 38 by means of these spreaders.

作  用 次にこの作用を説明すると、第3図はこのシールドを直
進させる場合の状態図、第4図は第1図のものを上方に
曲進させる場合の状態図、第5図は第3図のものを左方
向(図面の下方向)に曲進させる場合の状態図であるが
、この発明のシールドは前述のような構造になっている
のでこれを直進させる場合は第3図に示すように前部シ
ールド2と後部シールド3との中心軸線aとbとが一致
する状態で固定装置21,22.23によって前部シー
ルド2と後部シールド3とを固定し、シールドジヤツキ
36 a、36 b、36 c、36 d−を伸長して
スプレッダ37 a、37 b、37 c、37 d−
でセグメント38を押せばシールドを真直に推進させる
ことができる。
Function Next, to explain this function, Fig. 3 is a state diagram when this shield is moved straight, Fig. 4 is a state diagram when the shield shown in Fig. 1 is curved upward, and Fig. 5 is a state diagram when the shield is moved upward. This is a state diagram when the shield shown in the figure is moved to the left (downward in the drawing), but since the shield of this invention has the structure described above, when it is moved straight, it is shown in Fig. 3. The front shield 2 and the rear shield 3 are fixed by the fixing devices 21, 22, and 23 in such a state that the central axes a and b of the front shield 2 and the rear shield 3 are aligned, and the shield jacks 36a, 36 b, 36 c, 36 d- are extended and spreaders 37 a, 37 b, 37 c, 37 d-
By pressing segment 38, you can propel the shield straight.

又シールドを上向きに曲進させたい場合にはすべての固
定装置21,22.23をゆるめ、又左右のステアリン
グジヤツキ13.14の圧力を開放した状態で第4図の
シールド下部の上下用ジャンに回動し、前部シールド2
の中心軸線aは後部シールド3の中心軸線すと角度θ1
だけ上方に変位し、この状態でシールドジヤツキ36 
a、36 b、36 c。
If you want to move the shield upward, loosen all the fixing devices 21, 22, 23, release the pressure from the left and right steering jacks 13, 14, and then tighten the vertical jack at the bottom of the shield as shown in Figure 4. Rotate to the front shield 2
The central axis a of the rear shield 3 is at an angle θ1
In this state, the shield jack 36
a, 36 b, 36 c.

36d・・・を伸長すればシールドを上方向に推進させ
ることができる。この状態ですべての固定装置2+、2
2.23を固定すればこの方向が固定され常にこの角度
で上方に曲進することになる。下向きに推進させる場合
には前記の操作と反対方向に上下用ジヤツキIOを縮小
すればシールドを下方向に推進させることができる。
By extending 36d..., the shield can be propelled upward. In this state, all fixing devices 2+, 2
If 2.23 is fixed, this direction will be fixed and it will always curve upward at this angle. When propelling the shield downward, the shield can be propelled downward by reducing the vertical jack IO in the opposite direction to the above operation.

又シールドを左方向に、即ち第5図の下方向に曲進させ
たい場合には固定装置21,22.23をゆるめて右側
、即ち第5図上方のステアリングジヤツキ14を伸長し
、左側、即ち図面下方のステアリングジヤツキ13を縮
小すれば前部シールド面下方)に変位し、この状態でシ
ールドジヤツキ36a、36b、36c、36d−・・
を伸長すればシールドを左方向(図面下方)に曲進させ
ることができる。方向が決まれば固定装置21,22.
23を固定することによりシールドを一定角度で左方向
に曲進させることができる。右方向に曲進させる場合に
はこれと反対にステアリングジヤツキを操作すれば右方
向に曲進させることができる。
If you want to move the shield to the left, that is, downward in FIG. 5, loosen the fixing devices 21, 22, 23, extend the steering jack 14 on the right side, that is, on the upper side in FIG. That is, if the steering jack 13 at the bottom of the figure is reduced, it will be displaced below the front shield surface, and in this state the shield jacks 36a, 36b, 36c, 36d, etc.
By extending the shield, the shield can be moved to the left (downward in the drawing). Once the direction is determined, the fixing devices 21, 22.
By fixing 23, the shield can be moved leftward at a constant angle. If you want the vehicle to turn right, you can do so by operating the steering jack in the opposite direction.

又前述の上下と左右の変向操作を同時に組合せて行えば
上下左右あらゆる方向の方向変換を自由に行なうことが
できるものである。
Furthermore, if the above-mentioned up/down and left/right direction changing operations are performed in combination at the same time, the direction can be freely changed in all directions, up, down, left and right.

発明の詳細 な説明したように本発明の構造のシールドによれば、単
純な操作により上下方向にも曲進して掘削作業を進める
ことができ、その際大きく余堀りをする必要もなくなり
地山の地盤を脆弱にすることなく安全な作業が可能にな
り、簡易な構造で上下左右あらゆる方向に進路を変える
ことができ、又複雑な構成部分がないので製造も容易に
なり、特に作業中に機械にか\る強大な荷重に対して堅
牢で支障なく確実な曲進掘削作業を遂行できるものであ
る。
As described in detail, with the shield of the present invention, excavation work can be carried out by turning in the vertical direction with a simple operation, and there is no need for large over-excavation, and it is possible to proceed with excavation work. It is possible to work safely without weakening the mountain ground, the simple structure allows the course to be changed in any direction, up, down, left or right, and there are no complicated components, making it easy to manufacture, especially during work. It is robust and capable of carrying out curved excavation work reliably and without any problems, even against the enormous loads imposed on the machine.

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

第1図はこの発明のトンネル掘削用シールドのシールド
中心軸線を含む垂直面で縦断した面を示す正面図、第2
図は第1図の■−■線断面図、第3図は第1図のもの\
シールド中心軸線を含む水平縦断面上面図、第4図は前
部シールドを上方に折曲した場合のシールド中心軸線を
含む垂直面で縦断した正面図、第5図は面部シールドを
左方に折曲した場合のシールド中心軸線を含む水平面で
縦断した上面図である。 図中、1はトンネル掘削用シールド、2は前部シールド
、3は後部シールド、6.7は球面軸、9は連結軸受、
10は上下用ジヤツキ、13.14はステアリングジヤ
ツキ、21,22.23は固定装置、36 a、36 
b、36 c、36d・・・はシールドジヤツキ、37
 a、37 b、37 c、37 d・・−はスプレッ
ダ、38はセグメントである。
FIG. 1 is a front view of the shield for tunnel excavation of the present invention taken along a vertical plane including the shield center axis;
The figure is a sectional view taken along the ■-■ line in Figure 1, and Figure 3 is the one in Figure 1.
Figure 4 is a top view of a horizontal vertical section including the shield center axis; Figure 4 is a front view taken in a vertical plane including the shield center axis when the front shield is bent upward; Figure 5 is a front view of the front shield folded to the left. FIG. 7 is a top view taken longitudinally along a horizontal plane including the shield center axis when the shield is bent. In the figure, 1 is a shield for tunnel excavation, 2 is a front shield, 3 is a rear shield, 6.7 is a spherical shaft, 9 is a connecting bearing,
10 is a vertical jack, 13.14 is a steering jack, 21, 22.23 is a fixing device, 36 a, 36
b, 36 c, 36d... are shield jacks, 37
a, 37 b, 37 c, 37 d, . . . - are spreaders, and 38 is a segment.

Claims (1)

【特許請求の範囲】[Claims] トンネル掘削用シールドのシールドを前部と後部とに分
割し、後部シールド3の前端の上部と下部とにそれらの
球面の中心を通る線がシールドの直径線と一致する球面
軸6、7を設け、上部の球面軸6と前部シールド2の後
端上部に固定した連結軸受9の球面軸孔8とを嵌合し、
後部シールド下部の球面軸7と前部シールド2の下部に
一端を回動自在に取付けた上下用ジャッキ10のピスト
ンロッド11の先端に設けた球面軸孔12とを嵌合して
前部シールド2と後部シールド3とを連結し、さらに前
部シールド2の後部と後部シールド3の前部との左部お
よび右部はステアリングジャッキ13、14で連結して
構成したトンネル掘削用シールド。
The shield of the shield for tunnel excavation is divided into a front part and a rear part, and spherical shafts 6 and 7 are provided at the upper and lower parts of the front end of the rear shield 3 so that a line passing through the centers of these spherical surfaces coincides with the diameter line of the shield. , fitting the upper spherical shaft 6 and the spherical shaft hole 8 of the connection bearing 9 fixed to the upper rear end of the front shield 2;
The front shield 2 is assembled by fitting the spherical shaft 7 at the bottom of the rear shield with the spherical shaft hole 12 provided at the tip of the piston rod 11 of the vertical jack 10 whose one end is rotatably attached to the bottom of the front shield 2. and a rear shield 3, and the left and right parts of the rear part of the front shield 2 and the front part of the rear shield 3 are connected by steering jacks 13 and 14, respectively.
JP3336887A 1987-02-18 1987-02-18 Shield for excavating tunnel Granted JPS63201294A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3336887A JPS63201294A (en) 1987-02-18 1987-02-18 Shield for excavating tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3336887A JPS63201294A (en) 1987-02-18 1987-02-18 Shield for excavating tunnel

Publications (2)

Publication Number Publication Date
JPS63201294A true JPS63201294A (en) 1988-08-19
JPH0433359B2 JPH0433359B2 (en) 1992-06-02

Family

ID=12384640

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3336887A Granted JPS63201294A (en) 1987-02-18 1987-02-18 Shield for excavating tunnel

Country Status (1)

Country Link
JP (1) JPS63201294A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002106784A (en) * 2000-10-02 2002-04-10 Matsushita Refrig Co Ltd Vacuum heat insulating material, manufacturing method of vacuum heat insulating material, freezer and refrigerator, and refrigerating apparatus, notebook type computer, electric water boiler, and oven range
KR100454436B1 (en) * 2002-03-22 2004-10-26 주식회사 구룡건설 Direction controlling method and apparatus in pushing horizontal pipe jacking method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002106784A (en) * 2000-10-02 2002-04-10 Matsushita Refrig Co Ltd Vacuum heat insulating material, manufacturing method of vacuum heat insulating material, freezer and refrigerator, and refrigerating apparatus, notebook type computer, electric water boiler, and oven range
KR100454436B1 (en) * 2002-03-22 2004-10-26 주식회사 구룡건설 Direction controlling method and apparatus in pushing horizontal pipe jacking method

Also Published As

Publication number Publication date
JPH0433359B2 (en) 1992-06-02

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