JPS6335118Y2 - - Google Patents

Info

Publication number
JPS6335118Y2
JPS6335118Y2 JP15633283U JP15633283U JPS6335118Y2 JP S6335118 Y2 JPS6335118 Y2 JP S6335118Y2 JP 15633283 U JP15633283 U JP 15633283U JP 15633283 U JP15633283 U JP 15633283U JP S6335118 Y2 JPS6335118 Y2 JP S6335118Y2
Authority
JP
Japan
Prior art keywords
cutter
widening
tail
shield
excavate
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
Application number
JP15633283U
Other languages
Japanese (ja)
Other versions
JPS6066790U (en
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 filed Critical
Priority to JP15633283U priority Critical patent/JPS6066790U/en
Publication of JPS6066790U publication Critical patent/JPS6066790U/en
Application granted granted Critical
Publication of JPS6335118Y2 publication Critical patent/JPS6335118Y2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 〔考案の属する技術分野〕 本考案は、トンネルの途中に適宜拡幅部を設け
るためのシールド掘進機に関する。
[Detailed description of the invention] [Technical field to which the invention pertains] The present invention relates to a shield tunneling machine for appropriately providing a widening section in the middle of a tunnel.

〔従来技術とその問題点〕[Prior art and its problems]

高電圧の電線を配設する場合などでは、ケーブ
ルのジヨイント部は他部よりも大断面となるので
該ジヨイント部が集中する部分はスペースを確保
するために拡幅部として形成する必要がある。
When high-voltage electric wires are installed, the joint part of the cable has a larger cross section than other parts, so the part where the joint parts are concentrated needs to be formed as a widened part in order to secure space.

かかる拡幅部の施工法として地上より立坑を築
造して行う方法があるが、これは道路事情や作業
環境により制限をうけることが多く、また最後に
この立坑の埋め立てなどを行わなければならない
ので手間がかかるものである。
One method of constructing such widening sections is to construct a shaft from the ground, but this is often limited by road conditions and the work environment, and is time-consuming because the shaft must be filled in at the end. It takes a lot of money.

そこでシールド工法でトンネルを施工し、この
工法の利点を活用しながら拡幅部を施工する方法
が検討されるが、一度組立てたセグメントを外し
て拡幅掘削するには土留め等をいかにするかが問
題となり、大径のシールド掘進機を用いようとす
ると搬入方法の点で限界がある。
Therefore, the method of constructing a tunnel using the shield method and constructing the widening section while taking advantage of the advantages of this construction method is being considered, but the problem is how to use earth retaining etc. in order to remove the assembled segments and excavate the widening. Therefore, if you try to use a large-diameter shield tunneling machine, there are limitations in terms of the delivery method.

〔考案の目的〕[Purpose of invention]

本考案の目的は前記従来例の不都合を解消し、
通常の径の掘削の他に拡幅のための掘削が一挙に
行え、しかも拡幅掘削する際の支持力を確実に得
ることができて安定した作業を行なえる簡単構造
の拡幅用シールド掘進機を提供することにある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
To provide a shield excavator for widening with a simple structure that can perform not only normal diameter excavation but also widening excavation all at once, and that can reliably obtain supporting force during widening excavation and perform stable work. It's about doing.

〔考案の要点〕[Key points of the idea]

しかしてこの目的は本考案によれば、テール部
を回転構造に形成し、ここに油圧で外周し押出し
可能なオーバーカツターを設けて、該オーバーカ
ツターで拡幅部を掘削し、その際の支持力は掘進
機胴体部の周辺地盤への摩擦抵抗で得ることによ
り達成される。
However, according to the present invention, the purpose of the lever is to form the tail part into a rotating structure, provide an over cutter which can be circumferentially circumferentially pushed out using hydraulic pressure, and excavate the widened part with the over cutter. Supporting capacity is achieved by obtaining frictional resistance from the surrounding ground of the excavator body.

〔考案の実施例〕[Example of idea]

以下、本考案の実施例を図面について詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本考案のシールド掘進機の実施例を示
す正面図、第2図は同上側面図で、図中1はシー
ルド掘進機の通常のカツターヘツド、2はこのカ
ツターヘツド1に設けた多数のカツタービツト、
3は前記カツターヘツド1を取付ける非回転部分
である掘進機胴体部、3aはそのテール部を示
す。
Fig. 1 is a front view showing an embodiment of the shield tunneling machine of the present invention, and Fig. 2 is a side view of the same. ,
Reference numeral 3 indicates the excavator body, which is a non-rotating part to which the cutter head 1 is attached, and 3a indicates its tail.

本実施例はいわゆるメカニカルシールドであ
り、周知のごとくカツターヘツド1及びカツター
ビツト2は軸又はドラム構造により掘進機胴体部
3内に設けたモーター等の駆動装置で回転し、カ
ツタービツト2で削られた土砂は適宜スリツトを
介して胴体部3内に取込まれる構造である。
This embodiment is a so-called mechanical shield, and as is well known, the cutter head 1 and the cutter bit 2 are rotated by a drive device such as a motor installed in the excavator body 3 using a shaft or drum structure, and the earth and sand cut by the cutter bit 2 is It has a structure that is taken into the body part 3 through an appropriate slit.

前記胴体部3のテール部3aを、一部分割して
回転構造に形成し、ここに油圧で外周へ押出し可
能なオーバーカツター4を設けた。
The tail portion 3a of the body portion 3 is partially divided to form a rotating structure, and an over cutter 4 that can be pushed out to the outer periphery by hydraulic pressure is provided there.

該テール部3aの回転構造としてはドラム式が
適しており、一例として第3図に示すように回転
ドラム5を胴体部3に設け、これをスラストベア
リング又はスラストローラ6を介して胴体部3と
連結するようにする。
A drum type is suitable for the rotating structure of the tail portion 3a, and as an example, as shown in FIG. Make it concatenated.

また、油圧ジヤツキ7にプツシユロツド8やこ
れを約90゜移動方向を変更するカツターロツド9
を順次連結し、該カツターロツド9の先端に前記
オーバーカツター4を取付ける。
In addition, the hydraulic jack 7 is equipped with a push rod 8 and a cutter rod 9 that changes the direction of movement by about 90 degrees.
The over cutter 4 is attached to the tip of the cutter rod 9.

さらに、詳細構造の説明は省略するが最後部の
テール、スキンプレート10は分割片の集合体で
形成し、ジヤツキ等で傘状に押広げ可能なものと
し、また、適当な場所にオーバーカツター4で掘
削した土砂を取込むための開閉扉付きの窓穴を設
けるようにする。図中、11,11′はシールを
示す。
Furthermore, although detailed structure description will be omitted, the rearmost tail and skin plate 10 are formed by an assembly of split pieces, and can be expanded into an umbrella shape with jacks, etc., and overcuts are installed at appropriate locations. A window hole with an opening/closing door will be provided to take in the soil excavated in step 4. In the figure, 11 and 11' indicate seals.

次に使用法及び作用について説明すると、通常
の径の掘削を行うには第4図に示すようなオーバ
ーカツター4は回転ドラム5内に収納されてお
り、該回転ドラム5も回転せずに先端のカツター
ヘツド1のみで掘削し、シールドジヤツキ(図示
せず)で前進する。後方にはセグメント12が組
立てられていく。
Next, the usage and function will be explained. To excavate a normal diameter, the over cutter 4 as shown in FIG. Excavating with only the cutter head 1 at the tip and moving forward with a shield jack (not shown). Segments 12 are assembled at the rear.

このようにして拡幅すべき場所へ来ると、オー
バーカツター4を外周方向へ突出し、回転ドラム
5を回転させると該カツター4も回転して周囲を
掘削し、拡径が行われる。
In this manner, when the area to be widened is reached, the over cutter 4 is projected toward the outer circumference, and when the rotary drum 5 is rotated, the cutter 4 also rotates to excavate the surrounding area, thereby expanding the diameter.

その際の土砂は窓穴から胴体部3内に取込まれ
るが、回転ドラム5の前方の胴体部3の大半は周
囲の地盤と密接しているのでこの部分で支持力が
得られ前記拡幅掘削を確実に行うことができる。
なお、カツターヘツド1とオーバーカツター4を
同時に駆動する場所には、相互に逆回転するよう
にすると一層の安定が得られる。
At that time, the earth and sand are taken into the body part 3 through the window hole, but since the majority of the body part 3 in front of the rotating drum 5 is in close contact with the surrounding ground, this part provides supporting force and the widening excavation is carried out. can be done reliably.
Further, in a place where the cutter head 1 and the over cutter 4 are driven at the same time, further stability can be obtained by making them rotate in opposite directions.

該拡幅掘削部後方には大径のセグメント13が
組まれていき、テール、スキンプレート10を開
げてテール部3aとその間をシールする。
A large diameter segment 13 is assembled behind the widened excavation part, and the tail and skin plate 10 are opened to seal the tail part 3a and the space therebetween.

〔考案の効果〕[Effect of idea]

以上述べたように本考案の拡幅用シールド掘進
機は、通常径の掘削と同時に拡幅部も一挙に掘削
できるものであり、時間と手間がかからず、しか
も複雑な機構を設けることなく支持力を得て安定
した状態で作業を行い得る簡易なものである。
As mentioned above, the widening shield excavator of the present invention can excavate the widening section at the same time as excavating the normal diameter, saving time and effort, and increasing the supporting capacity without installing a complicated mechanism. It is a simple device that allows you to work in a stable condition.

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

第1図は本考案の拡幅用シールド掘進機の実施
例を示す正面図、第2図は同上側面図、第3図は
要部の縦断側面図、第4図、第5図はそれぞれ使
用状態を示す側面図である。 1……カツターヘツド、2……カツタービツ
ト、3……掘進機胴体部、3a……テール部、4
……オーバーカツター、5……回転ドラム、6…
…スラストローラ又はスラストベアリング、7…
…油圧ジヤツキ、8……プツシユロツド、9……
カツターロツド、10……テール、スキンプレー
ト、11,11′……シール、12,13……セ
グメント。
Fig. 1 is a front view showing an embodiment of the shield excavator for width expansion of the present invention, Fig. 2 is a side view of the same, Fig. 3 is a vertical side view of the main part, and Figs. 4 and 5 are respectively in use. FIG. 1... cutter head, 2... cutter bit, 3... excavator body, 3a... tail part, 4
...Over cutter, 5...Rotating drum, 6...
...Thrust roller or thrust bearing, 7...
...Hydraulic jack, 8...Push rod, 9...
Cutter rod, 10... tail, skin plate, 11, 11'... seal, 12, 13... segment.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] テール部を回転構造に形成し、ここに油圧で外
周へ押出し可能なオーバーカツターをもうけたこ
とを特徴とする拡幅用シールド掘進機。
A shield excavator for width widening, characterized in that the tail part is formed into a rotating structure, and an over cutter that can be pushed out to the outer periphery by hydraulic pressure is provided therein.
JP15633283U 1983-10-07 1983-10-07 Shield excavator for widening Granted JPS6066790U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15633283U JPS6066790U (en) 1983-10-07 1983-10-07 Shield excavator for widening

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15633283U JPS6066790U (en) 1983-10-07 1983-10-07 Shield excavator for widening

Publications (2)

Publication Number Publication Date
JPS6066790U JPS6066790U (en) 1985-05-11
JPS6335118Y2 true JPS6335118Y2 (en) 1988-09-19

Family

ID=30344997

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15633283U Granted JPS6066790U (en) 1983-10-07 1983-10-07 Shield excavator for widening

Country Status (1)

Country Link
JP (1) JPS6066790U (en)

Also Published As

Publication number Publication date
JPS6066790U (en) 1985-05-11

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