JPH11141274A - Creased device in tunnel excavating device - Google Patents

Creased device in tunnel excavating device

Info

Publication number
JPH11141274A
JPH11141274A JP32529197A JP32529197A JPH11141274A JP H11141274 A JPH11141274 A JP H11141274A JP 32529197 A JP32529197 A JP 32529197A JP 32529197 A JP32529197 A JP 32529197A JP H11141274 A JPH11141274 A JP H11141274A
Authority
JP
Japan
Prior art keywords
curved part
folding device
compressed air
elastic
center folding
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.)
Pending
Application number
JP32529197A
Other languages
Japanese (ja)
Inventor
Toyonori Tarukawa
豊徳 樽川
Ko Sato
興 佐藤
Saichiro Honna
佐一郎 本名
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.)
SHOKO SANGYO KK
TOKO KENSETSU KK
Original Assignee
SHOKO SANGYO KK
TOKO KENSETSU KK
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 SHOKO SANGYO KK, TOKO KENSETSU KK filed Critical SHOKO SANGYO KK
Priority to JP32529197A priority Critical patent/JPH11141274A/en
Publication of JPH11141274A publication Critical patent/JPH11141274A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the function by arranging an elastic seal member between excavating device body cylindrical parts of a creased part bent according to a curved part to be excavated. SOLUTION: An elastic seal member 45 formed of, for example, substantially U-shaped elastic members 450, 451 of rubber is installed to the joint of cylindrical parts 10. The member 450 prevents the penetration of water by hydraulic pressure and sediment by earth pressure, the member 451 has a strength such that it is never recessed even if the member 450 is pressed into an advancing unit, and a compressed air injection port 452 is provided between the members 450, 451. In excavation of a curved part, a compressed air is charged through the injection port 452 while a direction correcting jack 40 situated on the outside of the curved part to be excavated, and after the construction of the curved part, the jack 40 is contracted and returned to the linear state while releasing the compressed air. Thus, even a sharply curved part can be constructed, this device is applicable even if the excavating radius is small, the cost can be reduced, and the replacement, when an excavating device is partially replaced, can be extremely easily performed.

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、電力、下水、電話
等のトンネルの掘削装置に適用する中折装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a center folding device applied to a tunnel digging device for electric power, sewage, telephone, and the like.

【0002】[0002]

【従来の技術】従来の電力、下水、電話等の小断面トン
ネルは、コストダウン、工期短縮、交通対策並びに沿道
住民への騒音や振動等の環境等の対策から、開削工法に
代わり、非開削工法である推進工法が多く採用されてい
る。また、急曲線や長距離施工にはシールド機械内でセ
グメントを組み立てて、該セグメントをジャッキで押圧
し、その反力で前進するシールド工法が採用されてい
る。
2. Description of the Related Art Conventionally, small cross-section tunnels for electric power, sewage, telephones, etc. are not cut in place of open cuts because of cost reduction, shortening of construction period, traffic measures, and measures such as noise and vibration for residents along the road. The propulsion method, which is a construction method, is often used. For a sharp curve or a long-distance construction, a shield construction method is employed in which a segment is assembled in a shield machine, the segment is pressed by a jack, and the segment is advanced by a reaction force.

【0003】また、これら工法を実施するための装置で
は、掘削のカーブ部分で推進装置の円筒部にカーブ部分
に応じて、円筒が曲がる中折れ部となる中折装置が設け
られている。
[0003] Further, in the apparatus for carrying out these methods, there is provided a half-folding device which is a bent portion of a cylinder which bends according to the curved portion in a cylindrical portion of the propulsion device in a curved portion of excavation.

【0004】いわゆる、従来の中折装置の構造として
は、図9の1ように、円管と円管との端部を曲面接合状
にして、断面が円状の環状の曲面部を円管相互に設けて
合接させるか、図9の2のように、円管と円管との鉄製
の継ぎ目を、断面が平行面接合にして、はめ込み式にし
ておくものがあって、いずれにしても管接合であった。
As a structure of a conventional half-folding apparatus, as shown in FIG. 9, an end portion of a circular pipe is joined to a curved surface, and an annular curved portion having a circular cross section is formed into a circular tube. There is a method in which the steel seams of the circular pipe and the circular pipe are parallel-plane joined in section and are fitted into each other as shown in 2 in FIG. Was also a pipe joint.

【0005】[0005]

【発明が解決しようとする課題】従来は、掘削装置にお
いては、推進装置等は、可能な限り掘削後回収して再利
用していたが、特に、中折装置の旧構造には、技術的に
もコスト的にも問題があった。
Conventionally, in a drilling device, a propulsion device and the like have been collected and reused after excavation as much as possible. There was also a problem in terms of cost.

【0006】これは、掘削装置自体にコスト上の問題が
あった為である。例えば、曲線部の加工では、掘削装置
の円筒部には、地盤の曲部に合わせて蛇状に曲がる中折
れ部を備えているが、その構成は、円管と円管との鉄製
の継ぎ目の加工が難しく製造コストが掛かる上の曲がり
の能力も劣る構造となっていた。特に、掘削する部分が
急曲部である場合には、従来の装置では対応が難しく困
難であった。
This is because the excavator itself has a problem in cost. For example, in the processing of a curved portion, the cylindrical portion of the excavator is provided with a middle bent portion that bends in a snake shape in accordance with the curved portion of the ground, but the configuration thereof is an iron joint between a circular pipe and a circular pipe. In this case, the structure is difficult to process and the manufacturing cost is high, and the bending ability is inferior. In particular, when the portion to be excavated is a sharply curved portion, it is difficult and difficult to cope with the conventional device.

【0007】その従来の構成は、図9の1のように、環
状に断面が円状の曲面部を円管相互に設けて接合して、
曲面接合8させているので、土砂や水の浸入を防ぐため
精度を上げればならないために、加工精度が要求されて
加工が難しく、製造コストが掛かる構造となっていた。
その曲げの能力もその精度の問題上余り好ましいもので
はなかった。
[0007] In the conventional structure, as shown in FIG. 9, circular pipes are provided with curved portions each having a circular cross section and joined together.
Since the curved surface joint 8 is used, the precision must be increased in order to prevent intrusion of earth and sand or water. Therefore, processing precision is required, processing is difficult, and the manufacturing cost is increased.
The bending ability was not so favorable due to its accuracy.

【0008】また、図9の2のように、円管と円管との
鉄製の継ぎ目をはめ込み式にしておくものがあり、この
場合も、切削加工において、同様精度は要求されるのみ
でなく、平行面接合9のはめ込み式のために、実際に掘
削曲部において、掘削装置自体の曲がり小さく大きな曲
部では好ましくない。
[0008] Further, as shown in 2 of Fig. 9, there is a type in which an iron seam between a circular pipe and a circular pipe is set in a fitting type. In this case, not only accuracy is required in the cutting process, but also Because of the fitting of the parallel plane joint 9, it is not preferable that the excavator itself bends in the excavation curved portion with a small curved portion.

【0009】従って、図9の2では、円管を曲げる場合
に、曲げが難くて困難である。また図9の1に示すもの
では、円管の内周を曲面状に切削しなければならず、か
なり大きな加工対象となり、且つ工作精度も上げねばな
らないので、工作上の困難とコストアップを招いてい
た。
Therefore, in FIG. 9-2, when a circular tube is bent, it is difficult and difficult to bend. In the case of FIG. 9 (1), the inner circumference of the circular pipe must be cut into a curved surface, which is a very large object to be machined, and the machining accuracy must be increased. I was

【0010】また、地下水を装置内へ流入するのを防止
するためには、上記従来の構成では、いわゆる曲げとシ
ールの関係で難しく、特に大きな曲がり部では、使用が
はばかれていた。
Further, in order to prevent groundwater from flowing into the apparatus, it is difficult in the above-mentioned conventional configuration because of the so-called relationship between bending and sealing, and its use has been skipped particularly in a large bent portion.

【0011】また、上記のような中折れの構造では、装
置の一部を簡単に交換することも、精度の要求される加
工をしなければならない等の理由によって、着脱自在と
はいかず、その構成上交換は難しいものがあった。そこ
で、多くは再利用されずに放置されたり、製造コストが
高いにも拘わらず、そのまま地下に埋没されて放棄され
ている例も少なくない。
Further, in the above-described bent-in structure, the device cannot be easily detached because a part of the device is simply replaced or a process requiring high accuracy is required. Replacement was difficult in some cases. Therefore, there are many cases in which many are left without being reused, or are buried underground and abandoned in spite of high manufacturing costs.

【0012】また、地盤の曲線部分においては、上記の
構成では、その構造上、曲線部には対応し難い為に、急
な曲線部では、なかなか使用が出来なかった。
Further, in the curved portion of the ground, it is difficult to use the curved portion of the ground in a sharp curved portion because of the structure, it is difficult to cope with the curved portion.

【0013】従って、本発明では、中折装置を簡単な構
造のものとし、その製作は容易でまた修理や交換も簡単
で迅速に行え、特に使用された装置との再利用に利便な
ものを得ることを目的とする。
Therefore, according to the present invention, the center folding device has a simple structure, and its manufacture is easy, and repair and replacement can be performed easily and quickly, and it is particularly convenient for reuse with the used device. The purpose is to gain.

【0014】本発明では、従来の掘削装置が前記原因に
より、再使用されておらず、多く残されているのに鑑み
て、再利用が可能であって、非常に簡単に取付られて迅
速に交換可能であり、掘削の急曲線部にも応用でき、コ
ストが低廉な中折装置の構造を得ることを目的とする。
According to the present invention, the conventional drilling rig is not reused due to the above-mentioned reasons, and in view of the fact that many are left, it can be reused, and can be mounted very easily and quickly. It is an object of the present invention to obtain a structure of a center folding device which can be exchanged, can be applied to a sharp curve portion of excavation, and is inexpensive.

【0015】[0015]

【課題を解決するための手段】上記の課題を解決するた
めに、本発明の電力、下水や電話等のトンネルを掘削す
るトンネル掘削装置の中折装置は、装置の本体円筒部
に、掘削の曲線部に対応して屈曲する円筒と円筒間の中
折部において、該中折部の円筒間を弾性密封部材で形成
したものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a center folding device of a tunnel digging device for digging a tunnel for electric power, sewage, telephone, or the like according to the present invention is provided with a digging device in a main body cylindrical portion of the device. In the middle bent portion between the cylinders that bend corresponding to the curved portion, the space between the cylinders at the middle bent portion is formed by an elastic sealing member.

【0016】[0016]

【発明の実施の形態】本発明の実施の形態を実施例に基
づき、図面を参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described based on embodiments with reference to the drawings.

【0017】図1は、本発明のトンネル掘削装置である
推進工法を実施する推進装置1における中折装置を示
す。
FIG. 1 shows a center folding device in a propulsion device 1 for performing a propulsion method, which is a tunnel excavation device of the present invention.

【0018】推進装置1の前部には、カッターを備えた
切削部2が設けられており、推進工法時には、従来通り
切削部2により、地盤の切削が行われると同時に、土砂
は土砂搬出装置5により後送される。そして、元押しジ
ョッキ等(図示せず)により、推進ヒューム管が押さ
れ、円筒10は前方に押されて前進する。
At the front of the propulsion device 1, a cutting portion 2 provided with a cutter is provided. At the time of the propulsion method, the ground is cut by the cutting portion 2 as usual, and at the same time the earth and sand is removed from the earth and sand discharge device. 5 will be postponed. Then, the propulsion fume tube is pushed by an original pushing mug or the like (not shown), and the cylinder 10 is pushed forward to move forward.

【0019】掘削部が曲部であると、掘削装置は、その
曲部に応じて曲がることが要請される。掘削装置は、推
進装置やシールド装置でも、この為に、中折装置4を備
えており、曲部に応じて、円筒10部が蛇状に曲がるこ
とを該中折装置4は許容する。
If the excavation part is a curved part, the excavator is required to bend according to the curved part. The excavator is provided with a center folding device 4 for the propulsion device or the shield device for this purpose, and the center folding device 4 allows the cylinder 10 to bend in a snake shape according to the bent portion.

【0020】シールド工法を実施するシールド装置にお
いても、同様に中折装置4が設けられており、掘削する
曲線部において、装置自体が曲がるように形成されてい
る。
Similarly, in the shield device for performing the shield method, the center folding device 4 is provided, and the device itself is formed to bend at a curved portion to be excavated.

【0021】シールド装置の後部には、一般的に、セグ
メントを組立るセグメント組立装置、該組立装置をシー
ルド装置内に固定する支持装置とシールドジャッキによ
り押圧されるセグメント等が設けられる。
The rear part of the shield device is generally provided with a segment assembling device for assembling segments, a support device for fixing the assembling device in the shield device, a segment pressed by a shield jack, and the like.

【0022】このように推進装置でもシールド装置にお
いても中折装置が設けられているが、該装置が設けられ
ている部分は、掘削装置の円筒が切断されている円筒間
であるので、中折装置を取り外せば、その部分より装置
の交換や修理が可能となるのが分かる。
As described above, the center folding device is provided in both the propulsion device and the shield device. However, since the portion provided with the device is located between the cylinders of the excavator, the center folding device is provided. When the device is removed, it can be seen that the device can be replaced or repaired from that portion.

【0023】通常は、推進装置では前部の切削部2を含
む部分が再利用されるので、前から第1段目の中折装置
4が外され、後の部分は新規の部分として供給される。
Normally, the portion including the front cutting portion 2 is reused in the propulsion device, so the first-stage half-folding device 4 is removed from the front, and the rear portion is supplied as a new portion. You.

【0024】該中折装置4は、普通は円筒部10と円筒
部10の接合部に、2ヶ所設けられることもあるが、必
要に応じて設置することが出来る。緩い曲線部では、急
曲部を掘削するケースと比べて接合部を減じられる。
The center folding device 4 is usually provided at two places at the joint portion between the cylindrical portions 10 and 10, but can be installed as necessary. In a gentle curved part, the number of joints can be reduced as compared with a case where a sharply curved part is excavated.

【0025】本発明の掘削装置の中折装置は、図2から
図8に示されるように、各実施例を示す。
As shown in FIGS. 2 to 8, the center folding device of the excavator according to the present invention shows each embodiment.

【0026】トンネルの曲部に来ると、該曲部の外側で
は、方向修正ジャッキ40のシャフト402が駆動され
て、図2のように、円筒10、10間の継ぎ目を拡張す
る。これに対して、該曲部の内側では、方向修正ジャッ
キ40のシャフト402は駆動されず、閉じられる。な
お、この詳細な中折装置4の操作については、以下順次
更に説明をして行く。
When the turn of the tunnel is reached, outside of the turn, the shaft 402 of the direction correcting jack 40 is driven to expand the seam between the cylinders 10, 10 as shown in FIG. On the other hand, inside the bent portion, the shaft 402 of the direction correcting jack 40 is not driven but closed. The operation of the half-folding device 4 will be described in detail below.

【0027】円筒10には、テンションボルト43が、
内周上に何カ所かに適宜設けられており、円筒10間の
接合を保つ。なお、テンションボルト43は拡張側で
は、その拡張時には取り外される。
A tension bolt 43 is provided on the cylinder 10.
It is appropriately provided at several places on the inner circumference to keep the joint between the cylinders 10. The tension bolt 43 is removed on the extension side when the extension is performed.

【0028】また、中折装置4では、円管どうしを継い
でいるので、その部分から装置1の疲労等に応じて、本
発明の中折装置4の弾性密封部材からなる構造では、容
易に交換することができる。従って、交換できる構成と
しては、従来の継手部11の外、これら中折装置4にお
いても可能となった。
Further, in the half-folding device 4, since the circular pipes are connected to each other, the structure including the elastic sealing member of the half-folding device 4 of the present invention can be easily formed from the portion according to the fatigue of the device 1 or the like. Can be exchanged. Therefore, as a replaceable configuration, in addition to the conventional joint portion 11, these half-folding devices 4 are also possible.

【0029】円筒10と円筒10は、方向修正ジャッキ
40によって、回動自在に繋げられている。該ジャッキ
40は、シリンダー部401と該シリンダー部401内
を油圧等により駆動される摺動するシャフト402とか
らなり、シャフト402は、取付具41に、シリンダー
部401は、取付具42に、それぞれ回動軸410、4
20に回動自在に取り付けられている。
The cylinder 10 and the cylinder 10 are rotatably connected by a direction correcting jack 40. The jack 40 includes a cylinder portion 401 and a sliding shaft 402 driven in the cylinder portion 401 by hydraulic pressure or the like. The shaft 402 is attached to the attachment 41, and the cylinder portion 401 is attached to the attachment 42. Rotating shaft 410, 4
20 is rotatably mounted.

【0030】円筒10と円筒10との継ぎ目には、弾性
密封部材45が設けられており、この実施例では、弾性
密封部材45として、弾性部材450と弾性部材451
が設けられている。各弾性部材は、ゴムのような部材か
らなり、断面は略U字形になっており、円筒が曲げられ
たときに展張できるようになっている。
An elastic sealing member 45 is provided at a joint between the cylinders 10 and 10. In this embodiment, the elastic sealing members 45 are elastic members 450 and 451.
Is provided. Each elastic member is made of a rubber-like member, has a substantially U-shaped cross section, and can be expanded when the cylinder is bent.

【0031】弾性部材450と弾性部材451は、支持
部材453、453にボルト等の適宜な固定手段によっ
て固定される。また、支持部材453、453は、取付
具41、42にそれぞれ取り付けることもでき、その場
合には、円管10、10への取付の手間を省くことが出
来る。
The elastic member 450 and the elastic member 451 are fixed to the support members 453, 453 by appropriate fixing means such as bolts. Further, the support members 453, 453 can also be attached to the attachments 41, 42, respectively, and in that case, the trouble of attaching to the circular tubes 10, 10 can be saved.

【0032】取付具41、42の円管10、10への取
付は、一般的にステイを設けてボルト止めしてもよく、
この場合には、着脱自在となる。
The fittings 41, 42 may be attached to the circular tubes 10, 10 by generally providing a stay and bolting.
In this case, it becomes detachable.

【0033】また、固定のため溶接構造としてもよく、
この場合には、取り外しの為には溶断して外すことにな
る。
Also, a welding structure may be used for fixing,
In this case, it is blown off for removal.

【0034】外側の弾性部材450は、主に、水圧によ
る水や土圧からの土砂の侵入を防ぐためのものであり、
図3に示されるように、弾性部材が展張したときに水や
土砂が侵入しないのが分かる。
The outer elastic member 450 is mainly for preventing intrusion of earth and sand from water or earth pressure caused by water pressure.
As shown in FIG. 3, it can be seen that water and earth and sand do not enter when the elastic member is expanded.

【0035】内側の弾性部材451は、好ましくは、外
側の弾性部材450が土水圧によって、推進装置1内に
押されて、凹まないように、十分な強度を有するよう構
成される。
The inner elastic member 451 is preferably configured to have sufficient strength so that the outer elastic member 450 is not pushed into the propulsion device 1 by earth pressure and is not dented.

【0036】両弾性部材間には、圧縮空気が注入される
注入口452が設けられており、弾力を持たせている。
そこで、圧縮空気により展張するので、土砂、水等の侵
入を効果的に防止できる。
An injection port 452 into which compressed air is injected is provided between the two elastic members to provide elasticity.
Then, since it expands by compressed air, invasion of earth and sand, water, etc. can be effectively prevented.

【0037】中折装置としては、その他様々な構造のも
のが考えられる。
The center folding device may have various other structures.

【0038】図3には、掘削部の曲がり角で中折装置4
が作動している状態を示すが、その中折れの手順を説明
すると、図3で示すように、まず、方向修正ジャッキ4
0によっ展張させるべき側の、地盤等における曲線部の
外側のテンションボルト43を外す。
FIG. 3 shows the center folding device 4 at the corner of the excavation part.
The state of operation is shown in FIG. 3. The procedure of the bending is described below. First, as shown in FIG.
Remove the tension bolt 43 outside the curved portion on the ground or the like on the side to be extended by zero.

【0039】いわゆる拡張しない側の一方のテンション
ボルト43を外さずに、反対方向のテンションボルト4
3を外す。が、曲げに対して少し摺動できる遊びを持た
している。
Without removing one of the tension bolts 43 on the so-called non-expanding side, the tension bolts 4 in the opposite direction are not removed.
Remove 3 However, it has a play that can slide a little against bending.

【0040】次に、中折れの為に方向修正ジャッキ40
を作動させシャフト402を伸ばす。そして、該ジャッ
キ40のシャフト402を伸ばしながら、圧縮空気を注
入口452から注入する。これで準備が出来たので、曲
線部における施工を開始し、終了後は、圧縮空気を抜き
ながら、方向修正ジャッキ40を縮めて、直線に戻す。
その他の実施例でも、圧縮空気の点を除けば同じ操作で
ある。
Next, the direction correcting jack 40 is used for the center bending.
Is operated to extend the shaft 402. Then, compressed air is injected from the injection port 452 while the shaft 402 of the jack 40 is extended. Now that the preparation is completed, the construction on the curved portion is started, and after completion, the direction correcting jack 40 is contracted while extracting compressed air to return to a straight line.
In other embodiments, the operation is the same except for compressed air.

【0041】図4には、中折装置4の他の実施例が示さ
れており、弾性密封部材46として、伸縮可撓部材46
0が、円周を囲んで円筒10間をシールしている。そし
て、該伸縮可撓部材460は、蛇腹状になっており、伸
縮自在となっている。蛇腹状の伸縮可撓部材460は、
補強リング462が該可撓部材460内に埋め込まれて
おり、形状を維持する。図5のように、伸縮すると該部
材460は、次第に展張して土砂や水の浸入を防ぐこと
になる。
FIG. 4 shows another embodiment of the center folding device 4.
0 seals between the cylinders 10 around the circumference. The elastic flexible member 460 has a bellows shape, and is elastic. The bellows-like elastic member 460 is
A reinforcement ring 462 is embedded within the flexible member 460 to maintain its shape. As shown in FIG. 5, when the member 460 expands and contracts, the member 460 gradually expands to prevent infiltration of earth and sand or water.

【0042】図6には、中折装置4の他の実施例が示さ
れており、弾性密封部材47として、ゴム等からなる止
水弾性部材470と短冊状で可撓性のプレート475と
で構成される。止水弾性部材470は、溝471内にゴ
ムなどの凸部状の中空環状の弾性部材が空気の弾性力を
有して収容されており、プレート475へ圧着されて密
封している。
FIG. 6 shows another embodiment of the folding device 4, in which a water-stopping elastic member 470 made of rubber or the like and a strip-shaped flexible plate 475 are used as the elastic sealing member 47. Be composed. The water-stopping elastic member 470 includes a hollow annular elastic member having a convex shape, such as rubber, housed in the groove 471 with the elastic force of air, and is pressed against the plate 475 to seal it.

【0043】図7に示されるように、プレート475
は、その外被部476は材質がゴム等からなり、その内
周側に、板材477が設けられる。該板材477には、
補強リング478が取り付けられて、一体に埋め込まれ
て張設されており、前記止水弾性部材470への密着を
助けている。又、円筒10へ、プレート475は取り付
けられるが、その端部には、バネ板479を補強の為に
埋設してもよい。
As shown in FIG.
The outer cover portion 476 is made of rubber or the like, and a plate member 477 is provided on the inner peripheral side. The plate member 477 includes
A reinforcing ring 478 is attached, is integrally embedded and stretched, and assists the close contact with the water-stopping elastic member 470. Although the plate 475 is attached to the cylinder 10, a spring plate 479 may be embedded at the end thereof for reinforcement.

【0044】図8には、中折装置4の他の実施例が示さ
れており、弾性密封部材48として、図6に示すゴム等
からなる止水弾性部材470に対して、傾斜断面を持つ
プレート480が圧着して密封している。トンネルの曲
部で円筒が曲がるときは、傾斜断面を持つプレート48
0は、空気の弾性力を有する止水弾性部材470上を、
圧接しながら摺動し、密封状態を保つことができる。プ
レート480の断面形状は、傾斜状の外、円筒10が曲
げられた時に、圧接を保ちながら摺動するものであれ
ば、曲線状でも構わず、様々なものが考えられる。ま
た、その材料は弾性部材でも剛性のある鉄等の金属でも
よい。
FIG. 8 shows another embodiment of the center folding device 4, in which the elastic sealing member 48 has an inclined cross section with respect to the water-stopping elastic member 470 made of rubber or the like shown in FIG. The plate 480 is pressed and sealed. When the cylinder bends at the bend of the tunnel, a plate 48 with an inclined section
0 is on the water stop elastic member 470 having the elastic force of air,
It slides while being pressed and can maintain a sealed state. The cross-sectional shape of the plate 480 may be a curved shape, as long as it slides while maintaining the pressure contact when the cylinder 10 is bent, in addition to an inclined shape. The material may be an elastic member or a rigid metal such as iron.

【0045】止水弾性部材470は、この外、例えば、
ゴム等の断面状の板材でも可能であり、該板材を傾斜さ
せてプレート480に圧接させ、圧着する(図示せ
ず)。
The water-stopping elastic member 470 is, for example,
It is also possible to use a plate material having a cross section such as rubber, and the plate material is inclined and pressed against the plate 480, followed by pressure bonding (not shown).

【0046】また、プレート480は、その端部にスト
ッパー481を設けて、また、止水弾性部材470側の
円管内壁等に設けられた閉止部材490と係合して、開
閉角を制限することもできる。
The plate 480 has a stopper 481 at an end thereof, and engages with a closing member 490 provided on the inner wall of the circular tube on the side of the water-stopping elastic member 470 to limit the opening / closing angle. You can also.

【0047】このように本発明の中折装置は、円管に加
工する必要もなく簡単に取り付けることが可能となる。
As described above, the center folding device of the present invention can be easily attached without processing into a circular pipe.

【0048】特に、従来の中折装置を備えた推進機械や
シールド機械にこの弾性密封部材を設けるには、溶断機
によって円管同志を整合させて取り付けることができ
る。
In particular, in order to provide the elastic sealing member in a propulsion machine or a shield machine having a conventional center folding device, the tubes can be aligned and attached by a fusing machine.

【0049】図9で示すように、a-a線で溶断して円
筒10、10の面をあわせ、そこに弾性密封部材4を取
付ることになる。
As shown in FIG. 9, the surfaces of the cylinders 10 and 10 are joined by fusing along the line aa, and the elastic sealing member 4 is attached thereto.

【0050】[0050]

【発明の効果】本発明は、上記のように構成される結
果、以下のような効果を奏する。
The present invention has the following advantages as a result of the configuration described above.

【0051】推進装置でもシールド装置でも本発明の中
折装置は、掘削が、例え急曲部でも、対応して曲げるこ
とが可能になり掘削を行うことが可能となった。
With the center folding device of the present invention, whether it is a propulsion device or a shield device, the excavation can be bent correspondingly even in a sharply curved portion, and the excavation can be performed.

【0052】掘削の半径が小さいものでも、例えば半径
50m以下でも、本発明によれば可能となった。
According to the present invention, even a small excavation radius, for example, a radius of 50 m or less can be achieved.

【0053】曲線部の加工では、掘削装置の円筒部に
は、地盤の曲部に合わせて蛇状に曲がる中折部を備えて
いるが、従来その構成は、接合部は円管の鉄部による球
面接合や平面状であった為に、曲線部での能力も劣る割
には、円管の内周部分を精度よく加工しなければなら
ず、コストが掛かっていたが、弾性密封部材の採用によ
り極めて廉価な装置で実現できた。
In the machining of the curved portion, the cylindrical portion of the excavator is provided with a center bent portion which bends in a snake shape in accordance with the curved portion of the ground. Due to the spherical joint and the flat shape, the inner circumference of the circular pipe had to be machined with high accuracy, despite the inferior ability in the curved part. By adopting it, it was realized with an extremely low-cost device.

【0054】また、従来の中折装置では、技術能力的に
も劣っていたが、本発明の中折装置では、曲線部での対
応能力が著しく増した。
Further, the technical capability of the conventional folding machine was inferior to that of the conventional folding machine, but the capability of handling the curved portion was significantly increased in the folding machine of the present invention.

【0055】更に、本発明の掘削装置の中折装置では、
従来のものに比べて、弾性密封部材によって円管間を密
封しているので、掘削装置の一部を交換する場合に、極
めて容易に行えることが出来る。
Further, in the center folding device of the excavator of the present invention,
Compared with the conventional one, since the space between the circular pipes is sealed by the elastic sealing member, it is very easy to replace a part of the excavator.

【0056】また、従来は地下水や泥水の防止にも構造
上対応が難しかったが、弾性密封部材としたので、この
点は容易に解決でき、急曲部への対応が可能となるばか
りでなく、2つの困難な問題点を克服し得た。
Conventionally, it has been difficult to cope with the prevention of groundwater or muddy water from a structural point of view. However, since this is an elastic sealing member, this point can be easily solved, and not only can it be used for a sharply curved portion. Two difficult problems could be overcome.

【0057】そこで、本発明では、掘削施工が容易にし
て掘削能力をアップしコストダウンが可能となる掘削装
置の中折装置が得られた。
Therefore, according to the present invention, a center folding device for an excavator which facilitates excavation work, increases excavation capacity, and enables cost reduction is obtained.

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

【図1】従来の掘削装置の例を示す。FIG. 1 shows an example of a conventional excavator.

【図2】本発明の掘削装置の中折装置の実施例を示す。FIG. 2 shows an embodiment of a center folding device of an excavator according to the present invention.

【図3】図2の中折装置を作動させた状態を示す。FIG. 3 shows a state in which the folding device of FIG. 2 is operated.

【図4】本発明の掘削装置の中折装置の他の実施例を示
す。
FIG. 4 shows another embodiment of the center folding device of the excavator according to the present invention.

【図5】図4の中折装置を作動させた状態を示す。FIG. 5 shows a state in which the folding device of FIG. 4 is operated.

【図6】本発明の掘削装置の中折装置の他の実施例を示
す。
FIG. 6 shows another embodiment of the center folding device of the excavator of the present invention.

【図7】図6の実施例である弾性密封部材のプレートを
示す。
7 shows a plate of the elastic sealing member according to the embodiment of FIG. 6;

【図8】本発明の掘削装置の中折装置の他の実施例を示
す。
FIG. 8 shows another embodiment of the center folding device of the excavator of the present invention.

【図9】本発明の掘削装置の中折装置の従来例を示す。FIG. 9 shows a conventional example of a center folding device of an excavator according to the present invention.

【符号の説明】 1 推進装置 10 円筒 11 継手部 2 切削部 4 中折装置 40 方向修正ジャッキ 401 シリンダー部 402 シャフト 41 取付具 42 取付具 43 テンションボルト 410 回動軸 420 回動軸 45 弾性密封部材 450 弾性部材 451 弾性部材 452 注入口 453 支持部材 46 弾性密封部材 460 伸縮可撓部材 47 弾性密封部材 470 止水弾性部材 471 溝 475 プレート 476 外被部 477 板材 478 補強リング 479 バネ板 48 弾性密封部材 480 プレート 481 ストッパー 490 閉止部材 5 土砂搬出装置 8 曲面接合 9 平行面接合DESCRIPTION OF SYMBOLS 1 Propulsion device 10 Cylinder 11 Joint part 2 Cutting part 4 Center folding device 40 Orientation correcting jack 401 Cylinder part 402 Shaft 41 Mounting tool 42 Mounting tool 43 Tension bolt 410 Rotating shaft 420 Rotating shaft 45 Elastic sealing member 450 Elastic member 451 Elastic member 452 Inlet 453 Support member 46 Elastic sealing member 460 Telescopic flexible member 47 Elastic sealing member 470 Waterproof elastic member 471 Groove 475 Plate 476 Outer part 477 Plate 478 Reinforcement ring 479 Spring plate 48 Elastic sealing member 480 plate 481 stopper 490 closing member 5 earth and sand unloading device 8 curved surface joining 9 parallel surface joining

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 興 東京都荒川区荒川8丁目6番3号 有限会 社商興産業内 (72)発明者 本名 佐一郎 千葉県千葉市緑区大椎町1188番地225 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Ko Osa 8-6-3 Arakawa, Arakawa-ku Tokyo

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】電力、下水や電話等のトンネルを掘削する
掘削装置の本体円筒部に、掘削の曲線部に対応して屈曲
する円筒と円筒間の中折部において、該中折部の円筒間
を密封弾性密封部材で形成することを特徴とするトンネ
ル掘削装置の中折装置
The present invention relates to an excavator body for excavating tunnels such as electric power, sewage, and telephones. A center folding device for a tunnel excavator, wherein a gap is formed by an elastic sealing member.
JP32529197A 1997-11-11 1997-11-11 Creased device in tunnel excavating device Pending JPH11141274A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32529197A JPH11141274A (en) 1997-11-11 1997-11-11 Creased device in tunnel excavating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32529197A JPH11141274A (en) 1997-11-11 1997-11-11 Creased device in tunnel excavating device

Publications (1)

Publication Number Publication Date
JPH11141274A true JPH11141274A (en) 1999-05-25

Family

ID=18175183

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32529197A Pending JPH11141274A (en) 1997-11-11 1997-11-11 Creased device in tunnel excavating device

Country Status (1)

Country Link
JP (1) JPH11141274A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1416203A1 (en) * 2002-10-30 2004-05-06 Claude Louis Jean Bresso Sealing arrangement for parts moving reciprocatingly with respect to each other and tunneling system using the same
JP2008057128A (en) * 2006-08-29 2008-03-13 Ohmoto Gumi Co Ltd Conduit construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1416203A1 (en) * 2002-10-30 2004-05-06 Claude Louis Jean Bresso Sealing arrangement for parts moving reciprocatingly with respect to each other and tunneling system using the same
FR2846726A1 (en) * 2002-10-30 2004-05-07 Claude Bresso SEALING ARRANGEMENT FOR PARTS LIKELY TO IMPLEMENT A RELATIVE MOVEMENT AND TUNNELING SYSTEM USING SUCH AN ARRANGEMENT
JP2008057128A (en) * 2006-08-29 2008-03-13 Ohmoto Gumi Co Ltd Conduit construction method

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