JPS5843558B2 - Shield excavator cobble crushing device - Google Patents
Shield excavator cobble crushing deviceInfo
- Publication number
- JPS5843558B2 JPS5843558B2 JP7904779A JP7904779A JPS5843558B2 JP S5843558 B2 JPS5843558 B2 JP S5843558B2 JP 7904779 A JP7904779 A JP 7904779A JP 7904779 A JP7904779 A JP 7904779A JP S5843558 B2 JPS5843558 B2 JP S5843558B2
- Authority
- JP
- Japan
- Prior art keywords
- cutter
- crushing
- shield excavator
- shield
- crushing device
- 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、取込可能な玉石径を増大し、より広範囲の土
質の掘削に適用できるシールド掘削機の玉石破砕装置に
関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a cobblestone crushing device for a shield excavator that increases the diameter of cobblestones that can be taken in and can be applied to excavating a wider range of soil types.
従来、シールド掘削機の玉石破砕装置は、土砂取込機構
の能力上、取込玉石径に制限をつけたり、玉石等を破砕
するだけの目的を有する特別な装置を設けて取込可能な
玉石径を増大するように構成されているので、土砂取込
部の構造が複雑かつ大型化して、玉石以外の土砂の取込
に悪影響を及ぼした1バ土砂取込部におけるトラブルの
原因となるなどし、その結果、工期が長期化したり、人
手による玉石取込補助作業が必要となるなど、信頼性、
経済性および省略化に関して大きな欠点があった。Conventionally, the cobblestone crushing device of a shield excavator has either limited the diameter of the boulders that can be taken in due to the capacity of the earth and sand intake mechanism, or installed special equipment for the sole purpose of crushing the cobblestones, etc. to limit the diameter of the cobblestones that can be taken in. Since the structure is configured to increase the amount of soil, the structure of the soil intake section becomes complicated and large, which may cause problems in the 1-ba soil intake section, which has a negative effect on the intake of soil other than cobblestones. As a result, reliability and
There were major drawbacks in terms of economy and abbreviation.
本発明は、シールド掘削機の土砂取込部に構造的に単純
な玉石破砕用の機構を導入するだけでシールド掘削機へ
取り込み得る玉石径を増大し、掘削適用土質の拡大を目
的としたシールド掘削機の玉石破砕装置を提供せんとす
るもので、その要旨とするところは、シールド筒の先端
にカッタスポークを有するシールド掘削機において、該
カッタスポークの内側に複数個の破砕用刃を突設する一
方、前記カッタスポーク側に複数個の破砕用刃を突設し
たバルクヘッドを前記シールド筒の断面に前記カッター
スポークと並列に設けたことを特徴とする。The present invention aims to increase the diameter of boulders that can be taken into the shield excavator by simply introducing a structurally simple cobblestone crushing mechanism into the earth and sand intake section of the shield excavator, and to expand the soil types to which excavation can be applied. The purpose of the present invention is to provide a boulder crushing device for an excavator, the gist of which is to provide a shield excavator having a cutter spoke at the tip of a shield tube, with a plurality of crushing blades protruding from the inside of the cutter spoke. On the other hand, a bulkhead having a plurality of crushing blades protruding from the cutter spoke side is provided on the cross section of the shield tube in parallel with the cutter spoke.
以下、本発明の一実施例を図面にもとすき詳細に説明す
る。Hereinafter, one embodiment of the present invention will be described in detail with reference to the drawings.
第1図は、本発明の一実施例を示す玉石破砕機構を組み
込んだシールド掘削機の側断面図であり、1はシールド
ジヤツキ、2はシールド筒、3はカッタスポーク、4は
バルクヘッド、5a、5bはカッタスポークおよびバル
クヘッドに設けた破砕用刃、6はカッタ動力機構、7は
土砂取込機構、8はベルトコンベア、9はカッタシャフ
トである。FIG. 1 is a side sectional view of a shield excavator incorporating a boulder crushing mechanism showing an embodiment of the present invention, in which 1 is a shield jack, 2 is a shield tube, 3 is a cutter spoke, 4 is a bulkhead, 5a and 5b are crushing blades provided on cutter spokes and bulkheads, 6 is a cutter power mechanism, 7 is an earth and sand intake mechanism, 8 is a belt conveyor, and 9 is a cutter shaft.
シールドジヤツキ1によりシールド筒2が推進されると
、カッタスポーク3とバルクヘッド4との間に取り込ま
れた一定の大きさ以上の玉石Sは、カッタスポーク3の
後側に設けた破砕用刃5aとバルクヘッド4の前側に設
けた破砕用刃5bとの間にはさまれる。When the shield cylinder 2 is propelled by the shield jack 1, the boulders S of a certain size or more taken in between the cutter spoke 3 and the bulkhead 4 are crushed by a crushing blade provided on the rear side of the cutter spoke 3. 5a and a crushing blade 5b provided on the front side of the bulkhead 4.
カッタ動力機構6の作動によりカッタシャフト9と連動
するカッタスポーク3が回転すると、玉石Sはバルクヘ
ッド4などに反力をとり破砕され、この間、一定の大き
さ以下に破砕された玉石Sは、土砂取込機構7へ落下し
取り込まれる。When the cutter spoke 3 interlocking with the cutter shaft 9 rotates due to the operation of the cutter power mechanism 6, the cobblestone S receives a reaction force from the bulkhead 4 and is crushed. During this time, the cobblestone S crushed to a certain size or less is It falls into the earth and sand intake mechanism 7 and is taken in.
土砂取込機構7へとり込まれ一定の大きさ以下に破砕さ
れた玉石Sは、他の土砂とともにベルトコンベア8によ
り立坑へ搬出される。The boulders S taken into the earth and sand intake mechanism 7 and crushed to a size smaller than a certain size are conveyed to the shaft by a belt conveyor 8 along with other earth and sand.
なお、玉石Sが土砂取込機構7に導かれても玉石径が所
定の大きさ以下に達せず取り込み不可能なものについて
は、再度上記の破砕処理がくり返され、土砂取込機構7
で取り込み可能となった玉石Sだげが取り込まれ、ベル
トコンベア8により立坑へ搬出される。In addition, even if the boulders S are guided to the earth and sand intake mechanism 7, if the cobblestone diameter does not reach a predetermined size or less and cannot be taken in, the above-mentioned crushing process is repeated again, and the earth and sand intake mechanism 7
The cobblestones S that can be taken in are taken in and transported to the shaft by the belt conveyor 8.
上記破砕処理過程において玉石Sの破砕処理過程を向上
するためには、第2図に示すように、バルクヘッド4の
破砕用刃5bを設けた側に凹凸10を設けたり第3図に
示すように、カッタスポーク3の断面形状を楔形等にし
たり、さらには、カッタスポーク3およびバルクヘッド
4に取り付ける破砕用刃5a 、5bの形状や配置を適
宜変えると有効である。In order to improve the crushing process of the boulders S in the above-mentioned crushing process, as shown in FIG. In addition, it is effective to make the cross-sectional shape of the cutter spoke 3 wedge-shaped or the like, or to change the shape and arrangement of the crushing blades 5a and 5b attached to the cutter spoke 3 and the bulkhead 4 as appropriate.
マタ、カッタスポーク3を通ってシールド筒2内に取り
込まれた玉石Sが破砕処理過程において一部分に停留す
るのを回避し移動を促進するため、カッタスポーク3や
カッタシャフト9上にかき上げ棒11を設けると有効で
あるし、また、一定の大きさ以下の玉石Sだげを土砂取
込機構7に導くため、その土砂取込部に格子12などを
設けてもよい。In order to prevent the boulders S taken into the shield cylinder 2 through the cutter spokes 3 from staying in one part during the crushing process and to promote their movement, a scraping rod 11 is placed on the cutter spokes 3 and the cutter shaft 9. Furthermore, in order to guide boulders S of a certain size or less to the earth and sand intake mechanism 7, a grid 12 or the like may be provided at the earth and sand intake section.
なお、玉石Sの破砕過程中にカッタ動力機構6に過負荷
が加わることも予想されるが、この場合には、カッタの
回転方向を自動的に逆転させる機能をもたせると有効で
ある。It is expected that an overload will be applied to the cutter power mechanism 6 during the process of crushing the boulders S, but in this case, it is effective to provide a function to automatically reverse the direction of rotation of the cutter.
以上説明したように、本発明の玉石破砕装置によれば、
土砂取込機構7においては取り込む玉石径に制限があっ
ても、シールド掘削機自体としての取込可能な玉石径は
増大し、掘削適用土質の範囲が拡大するとともに、破砕
装置の構造が方式的に簡単であるため、機械的トラブル
が減少し信頼性が向上する。As explained above, according to the cobblestone crushing device of the present invention,
Even if there is a limit to the diameter of the boulders that can be taken in by the earth and sand intake mechanism 7, the diameter of the boulders that can be taken in by the shield excavator itself increases, the range of soil to which excavation can be applied is expanded, and the structure of the crushing device becomes more formal. This reduces mechanical troubles and improves reliability.
また、人手による玉石の取込作業が減少し、省略化にも
多大な利用がある。In addition, the manual work of taking in the cobblestones is reduced, and it is of great use for simplification.
したがって、総体的にトンネル施工速度が向上する訳で
あり、トンネル工事として時間的および経済的に得られ
る利点は多大なものがある。Therefore, the overall speed of tunnel construction is improved, and there are great advantages in terms of time and economy for tunnel construction.
第1図ないし第3図は本発明の一実施例を示すものであ
り、第1図はその側断面図、第2図Aは凹凸のあるバル
クヘッドの正面図、第2図Bは第2図AのB−B断面図
、第3図Aは第1図のAA断面図、第3図Bは他の実施
例を示すものである。
図面中、2はシールド筒、3はカッタスポーク、4はバ
ルクヘッド、5a、5bは破砕用刃、10はバルクヘッ
ドの凹凸、11はかさ上げ棒、12は格子である。1 to 3 show one embodiment of the present invention, FIG. 1 is a side sectional view thereof, FIG. 2A is a front view of a bulkhead with unevenness, and FIG. 2B is a second FIG. 3A is a sectional view taken along line BB in FIG. 1, FIG. 3B is a sectional view taken along line AA in FIG. 1, and FIG. 3B shows another embodiment. In the drawings, 2 is a shield cylinder, 3 is a cutter spoke, 4 is a bulkhead, 5a and 5b are crushing blades, 10 is an unevenness of the bulkhead, 11 is a raising bar, and 12 is a grid.
Claims (1)
ド掘削機において、該カッタスポークの内側に複数個の
破砕用刃を突設する一方、前記カッタスポーク側に複数
個の破砕用刃を突設したバルクヘッドを前記シールド筒
の断面に前記カッタスポークと並列に設けたことを特徴
とするシールド掘削機の玉石破砕装置。1. In a shield excavator having a cutter spoke at the tip of a shield cylinder, a bulkhead having a plurality of crushing blades protruding from the inside of the cutter spoke and a plurality of crushing blades protruding from the cutter spoke side. A boulder crushing device for a shield excavator, characterized in that: is provided in a cross section of the shield tube in parallel with the cutter spoke.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7904779A JPS5843558B2 (en) | 1979-06-25 | 1979-06-25 | Shield excavator cobble crushing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7904779A JPS5843558B2 (en) | 1979-06-25 | 1979-06-25 | Shield excavator cobble crushing device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS563799A JPS563799A (en) | 1981-01-16 |
JPS5843558B2 true JPS5843558B2 (en) | 1983-09-27 |
Family
ID=13678982
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7904779A Expired JPS5843558B2 (en) | 1979-06-25 | 1979-06-25 | Shield excavator cobble crushing device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5843558B2 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS604697U (en) * | 1983-06-24 | 1985-01-14 | 株式会社小松製作所 | Excavation device for pipe burial |
JPS6027197U (en) * | 1983-07-28 | 1985-02-23 | 石川島播磨重工業株式会社 | shield tunneling machine |
JPS60137498A (en) * | 1983-12-23 | 1985-07-22 | Agency Of Ind Science & Technol | Anaerobic digesting method of organic waste |
US4584355A (en) * | 1984-10-29 | 1986-04-22 | Dow Corning Corporation | Silicone pressure-sensitive adhesive process and product with improved lap-shear stability-I |
JPH025496U (en) * | 1988-02-10 | 1990-01-16 | ||
JP2013129984A (en) * | 2011-12-21 | 2013-07-04 | Mitsubishi Heavy Industries Mechatronics Systems Ltd | Tunnel excavator and method of cutting obstacle with the tunnel excavator |
-
1979
- 1979-06-25 JP JP7904779A patent/JPS5843558B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS563799A (en) | 1981-01-16 |
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