JPS5836718B2 - Earth clogging prevention device for shield excavator connection part - Google Patents
Earth clogging prevention device for shield excavator connection partInfo
- Publication number
- JPS5836718B2 JPS5836718B2 JP4979379A JP4979379A JPS5836718B2 JP S5836718 B2 JPS5836718 B2 JP S5836718B2 JP 4979379 A JP4979379 A JP 4979379A JP 4979379 A JP4979379 A JP 4979379A JP S5836718 B2 JPS5836718 B2 JP S5836718B2
- Authority
- JP
- Japan
- Prior art keywords
- skin plate
- excavation
- soil
- shield excavator
- power
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は、シールド掘削機における特に日経の小さい、
いわゆる小断面シールドのような掘削部、動力部、ライ
ニング部と複数分割構造となっている掘削機における連
結部の土詰り防止装置に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a shield excavator, particularly a small Nikkei
The present invention relates to a soil clogging prevention device for a connecting part in an excavator that has a multi-divided structure including an excavating part, a power part, and a lining part, such as a so-called small-section shield.
従来の小断面シールドにおける掘削法は、第1図人ない
しCに示されるように、モータ9aの回転により小歯車
10aが回転し、この回転がカツタパケット11に取り
付けられた内歯車12a1さらにはカツタパケット11
前面のカツタ4へと伝えられ、このカツタ4の回転によ
り前面地山の掘削が行なわれる。In the conventional excavation method for a small cross-section shield, as shown in FIG. packet 11
This is transmitted to the front cutter 4, and the rotation of this cutter 4 excavates the front ground.
掘進には、カツタ4の回転と同時にシールドジャッキ5
を伸ばし、動力部スキンプレート2の端面に反力をとり
ながら掘削部Aを前進させる。When digging, the shield jack 5 is rotated at the same time as the cutter 4.
is extended, and the excavation part A is advanced while taking a reaction force to the end face of the power part skin plate 2.
第1図Bは、シールドジャッキ5が伸びきり、掘進が終
了した状態が示されている。FIG. 1B shows a state in which the shield jack 5 is fully extended and digging has been completed.
その際、動力スキンプレート2とその先端部が嵌合する
掘削部スキンプレート1とのオーバラツプ部8aが地山
に対して露出する。At this time, an overlapping portion 8a between the power skin plate 2 and the excavation portion skin plate 1 into which the distal end of the power skin plate 2 is fitted is exposed to the ground.
次いで、構築されたライニング7に反力をとり、ライニ
ング部Cのジャッキ6で動力部スキンプレート2ととも
にライニング部スキンプレート3を前進させ、第1図C
に示されるように、掘削部スキンプレート1との相対位
置関係が元の状態に戻される。Next, a reaction force is applied to the constructed lining 7, and the lining part skin plate 3 is advanced together with the power part skin plate 2 by the jack 6 of the lining part C, and as shown in FIG.
As shown in , the relative positional relationship with the excavated part skin plate 1 is returned to the original state.
以上がシールド掘削における一連の作業サイクルであり
、この作業サイクルの繰返しによってライニング7が地
中に溝築される。The above is a series of work cycles in shield excavation, and by repeating this work cycle, the lining 7 is constructed underground.
しかしながら、前記作業サイクルで掘削を繰返し行なっ
て行くと、オーバラツプ部8aに土がたまり、ライニン
グ部Cのジャッキ6で動力部Bを押しても、掘削部スキ
ンプレート1と動力部スキンプレート2との軸方向のギ
ャップは次第に大きくなり、掘削機の所要掘進距離を1
回で押すことができず、数回にわたって掘進しなければ
ならなくなる欠点があった。However, when excavation is repeated in the above-mentioned work cycle, soil accumulates in the overlap part 8a, and even if the power part B is pushed by the jack 6 of the lining part C, the axis of the excavation part skin plate 1 and the power part skin plate 2 is The gap in the direction gradually increases, reducing the required digging distance of the excavator by 1.
It had the disadvantage that it could not be pushed in one turn and had to be dug several times.
しかも、かかる土詰りは、内部から除去することは従来
の工法では不可能であった。Furthermore, it has been impossible to remove such clogged earth from the inside using conventional construction methods.
本発明は、かかるシールド掘削機連結部の土詰りを防止
し、シールド掘削機における円滑な掘進を得ることを目
的とし、その構成は、動力部スキンプレートの先端に、
該動力部スキンプレートをリング状に分割し、かつ、回
転自在とした分割スキンプレートを設けるとともに、該
分割スキンプレートの先端部を嵌合する掘削部スキンプ
レートの後端に少なくとも1個以上の土かき刃を設けた
ことを特徴とする。The present invention aims to prevent soil from clogging at the connecting portion of the shield excavator and to obtain smooth excavation in the shield excavator, and the present invention has a structure in which:
The power section skin plate is divided into ring shapes, and a rotatable divided skin plate is provided, and at least one piece of soil is provided at the rear end of the excavation section skin plate into which the tip of the divided skin plate is fitted. It is characterized by the provision of a scraping blade.
以下、図面にもとずいて本発明を詳細に説明する。Hereinafter, the present invention will be explained in detail based on the drawings.
第2図は、本発明の一実施例を示す装置の部分断面図で
あり、Aは掘作部、Bは動力部、1は掘削様スキンプレ
ート、2は動力スキンプレートである。FIG. 2 is a partial sectional view of an apparatus showing an embodiment of the present invention, in which A is an excavation section, B is a power section, 1 is an excavation-like skin plate, and 2 is a power skin plate.
動力部スキンプレート2の先端部はリング状に分割され
、分割スキンプレート13が設けられ、動力部スキンプ
レート2と分割スキンプレート13とは相互に摺動面1
4で接するように連結され、かつ、分割スキンプレート
13は回転自在となっている。The tip of the power section skin plate 2 is divided into a ring shape, and a divided skin plate 13 is provided.
4, and the split skin plate 13 is rotatable.
分割スキンプレート13の先端部は掘削部スキンプレー
ト1の後端部に嵌合され、オーバラツプ部8bを形成す
るとともに、掘削部スキンプレート1の後端には、少な
くとも1個以上(第2図では1個)の土かき刃15が設
けられている。The leading end of the divided skin plate 13 is fitted to the rear end of the excavation part skin plate 1 to form an overlap part 8b, and at least one piece (in FIG. A soil scraping blade 15 (one piece) is provided.
なお、分割スキンプレート13の回転は、第3図からも
明らかなように、動力部Bに設けられたモータ9bの回
転が小歯車10bに伝えられ、小歯車10bと内歯車1
2bとが噛み合い、内歯車12bが分割スキンプレート
13を回転させるという手順で行なわれる。As is clear from FIG. 3, the rotation of the split skin plate 13 is caused by the rotation of the motor 9b provided in the power unit B being transmitted to the pinion 10b, and the rotation of the pinion 10b and the internal gear 1.
2b mesh with each other, and the internal gear 12b rotates the split skin plate 13.
掘進を繰返すに従って、しだいに掘削部スキンプレート
1と動力部スキンプレート2との間に形成されるオーバ
ラツプ部8bに土が堆積しはじめ、動力部スキンプレー
ト2の前方移動とともに堆積士16が圧縮されて動力部
スキンプレート2の表面に固着する。As the excavation is repeated, soil gradually begins to accumulate in the overlap part 8b formed between the excavation part skin plate 1 and the power part skin plate 2, and as the power part skin plate 2 moves forward, the depositor 16 is compressed. and is fixed to the surface of the power section skin plate 2.
本発明装置は、この堆積土16を除去するために、ライ
ニング部Cのジャッキ6(第2図〜第4図では図示せず
)で動力部スキンプレート2を除々に前方へ押し出すと
ともにモータ9bを回転させ、この回転が小歯車10b
1内歯車12b、さらには分割スキンプレート13へと
伝わり、最終的には、堆積土16は、分割スキンプレー
ト13の回転と掘削部スキンプレート1の後端に設けら
れた少なくとも1個以上の土かき刃15によりかき落さ
れる。In order to remove this accumulated soil 16, the device of the present invention gradually pushes the power section skin plate 2 forward using the jack 6 (not shown in FIGS. 2 to 4) of the lining section C, and also turns on the motor 9b. This rotation causes the small gear 10b to rotate.
1 internal gear 12b and further to the divided skin plate 13, and finally, the accumulated soil 16 is transferred to the rotation of the divided skin plate 13 and at least one soil provided at the rear end of the excavation part skin plate 1. It is scraped off by the scraping blade 15.
かき落された堆積土16は動力部スキンプレート2と地
山との間に逃げて行くことになるが、この効果を一層期
待するためには、動力部スキンプレート2の外径寸法を
掘削部スキンプレート1の外径寸法より若干小さめにし
た方がよい。The piled soil 16 that has been scraped away will escape between the power section skin plate 2 and the ground, but in order to further expect this effect, the outer diameter of the power section skin plate 2 should be adjusted to match the excavation section. It is better to make it slightly smaller than the outer diameter of the skin plate 1.
以上説明したように、本発明は、回転自在の分割スキン
プレートを設けるとともに掘削部スキンプレートの後端
に少なくとも1個以上の土かき刃を設けたことにより、
地中で長い区間にわたってシールド掘削機を使用してト
ンネルを掘って行くときにスキンプレートに堆積した土
を無理なく排除できるので、掘削機連結部の土詰りを防
止することができるとともに、円滑かつ迅速な掘進を得
るという利点がある。As explained above, the present invention provides a rotatable split skin plate and at least one soil shoveling blade at the rear end of the excavation section skin plate.
When using a shield excavator to dig a tunnel over a long distance underground, the soil that accumulates on the skin plate can be easily removed, which prevents soil from clogging the excavator joint and allows for smooth and smooth tunneling. It has the advantage of obtaining rapid excavation.
なお、本発明装置は、シールド掘削機に限らず、地中堆
進管等の土詰り防止装置としても応用可能である。Note that the device of the present invention is applicable not only to a shield excavator, but also as a device for preventing soil clogging in underground sedimentation pipes and the like.
第1図A−Cは、従来のシールド掘削工法、特に小断面
シールド掘削工法における掘削ならびに掘進手順を示す
断面図、第2図〜第4図は本発明の一実施例を示す図で
あり、第2図は部分断面図、第3図は第2図のX−X線
矢視図、第4図は第2図の平面図である。
図面中、1は掘削部スキンプレート、2は動力部スキン
プレート、3はライニング部スキンプレート、4はカツ
タ、5はシールドジャッキ、6はジャッキ、7はライニ
ング、8a ,sbはオーバラツプ部、9a,9bはモ
ータ、10a,10bは小歯車、11はカツタパケット
、12a,12bは内歯車、13は分割スキンプレート
、14は摺動面、15は土かき刃、16は堆積土、Aは
掘削部、Bは動力部、Cはライニング部である。FIGS. 1A to 1C are cross-sectional views showing excavation and excavation procedures in a conventional shield excavation method, particularly a small-section shield excavation method, and FIGS. 2 to 4 are views showing an embodiment of the present invention. 2 is a partial sectional view, FIG. 3 is a view taken along the line X--X in FIG. 2, and FIG. 4 is a plan view of FIG. 2. In the drawings, 1 is an excavation part skin plate, 2 is a power part skin plate, 3 is a lining part skin plate, 4 is a cutter, 5 is a shield jack, 6 is a jack, 7 is a lining, 8a, sb are overlap parts, 9a, 9b is a motor, 10a, 10b are small gears, 11 is a cutter packet, 12a, 12b are internal gears, 13 is a split skin plate, 14 is a sliding surface, 15 is a soil scraper, 16 is piled soil, A is an excavation part , B is a power section, and C is a lining section.
Claims (1)
レートをリング状に分割し、かつ、回転自在とした分割
スキンプレートを設けるとともに、該分割スキンプレー
トの先端部を嵌合する掘削部スキンプレートの後端に少
なくとも1個以上の土かき刃を設けたことを特徴とする
シールド掘削機連結部の土詰り防止装置。1 At the tip of the power section skin plate, a split skin plate is provided, which is made by dividing the power section skin plate into a ring shape and is rotatable, and an excavation section skin plate into which the tip of the split skin plate is fitted. A device for preventing soil clogging of a connecting portion of a shield excavator, characterized in that at least one soil shoveling blade is provided at the rear end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4979379A JPS5836718B2 (en) | 1979-04-24 | 1979-04-24 | Earth clogging prevention device for shield excavator connection part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4979379A JPS5836718B2 (en) | 1979-04-24 | 1979-04-24 | Earth clogging prevention device for shield excavator connection part |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55142899A JPS55142899A (en) | 1980-11-07 |
| JPS5836718B2 true JPS5836718B2 (en) | 1983-08-11 |
Family
ID=12841022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4979379A Expired JPS5836718B2 (en) | 1979-04-24 | 1979-04-24 | Earth clogging prevention device for shield excavator connection part |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5836718B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5941598A (en) * | 1982-08-31 | 1984-03-07 | 株式会社小松製作所 | tunnel boring machine |
-
1979
- 1979-04-24 JP JP4979379A patent/JPS5836718B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55142899A (en) | 1980-11-07 |
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