JPH10184276A - Front excavation rorary body of shield machine - Google Patents

Front excavation rorary body of shield machine

Info

Publication number
JPH10184276A
JPH10184276A JP34365796A JP34365796A JPH10184276A JP H10184276 A JPH10184276 A JP H10184276A JP 34365796 A JP34365796 A JP 34365796A JP 34365796 A JP34365796 A JP 34365796A JP H10184276 A JPH10184276 A JP H10184276A
Authority
JP
Japan
Prior art keywords
outer peripheral
shell
shield machine
excavation
bit
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
JP34365796A
Other languages
Japanese (ja)
Inventor
Jun Ikeda
純 池田
Takeshi Yoshida
竹志 吉田
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.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
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 Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP34365796A priority Critical patent/JPH10184276A/en
Publication of JPH10184276A publication Critical patent/JPH10184276A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent the deterioration of an excavation tool by reducing the rear abrasion of the shell-like excavation tool caused by excavated earth and sand. SOLUTION: A gentle slope is so formed that the rear of a shell bit 3 protrudes the front end side from the circumference of the circumferential ring 4 to the outside, and welding is made at notch sections provided to both end sections of a mounting surface between a bearing plate 30 and the circumferential ring 4 so as to make a smooth continuous surface without having any uneven step in welding beads 80. By the constitution, the shell bit 3 is mounted to the circumferential ring 4 of a shield machine 1.

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】本発明は土中を掘進するシー
ルド掘進機の先端部に回転自在に取り付けられるシール
ド掘進機の前面掘削回転体の技術分野に属する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention belongs to the technical field of a front excavation rotating body of a shield machine which is rotatably attached to a tip of a shield machine which excavates in the soil.

【0002】[0002]

【従来の技術】土中を掘進するシールド掘進機の先端部
には礫混じりの土砂を掘削する円盤状の前面掘削回転体
が設けられている。図を参照して従来のシールド掘進機
の前面掘削回転体について概略を説明する。図3はシー
ルド掘進機の側面図、図4はシールド掘進機の正面図で
ある。これらの図に示すように、円筒状のシールド掘進
機1本体の先端部に前面掘削回転体2が駆動軸7と一体
的に回転自在に取り付けられている。前面掘削回転体2
の前面には外周輪4に沿って複数個の貝殻状の掘削工具
であるシェルビット3が前面側に突出するように取り付
けられ、また、外周輪4を駆動軸7に支持する梁5に径
方向に沿って掘削鋼刃である多数のティースビット6が
取り付けられている。前面掘削回転体2が回転しながら
前進することにより、シェルビット3およびティースビ
ット6が前面側に当接する土砂を掘削する。なお、前面
掘削回転体2は逆回転できるようになっているため、シ
ェルビット3およびティースビット6は駆動軸7に対し
て対称に取り付けられている。
2. Description of the Related Art At the tip of a shield machine for excavating in the ground, there is provided a disk-shaped front excavating rotary body for excavating earth mixed with gravel. The outline of a front excavation rotating body of a conventional shield machine will be described with reference to the drawings. FIG. 3 is a side view of the shield machine, and FIG. 4 is a front view of the shield machine. As shown in these figures, a front excavation rotating body 2 is rotatably mounted integrally with a drive shaft 7 at a distal end of a cylindrical shield excavator 1 main body. Front excavation rotating body 2
A plurality of shell bits, which are shell-shaped excavating tools, are mounted on the front surface of the vehicle so as to protrude toward the front side along the outer peripheral wheel 4. A number of tooth bits 6 which are excavated steel blades are mounted along the direction. The shell bit 3 and the teeth bit 6 excavate the earth and sand that comes into contact with the front side by the front excavation rotating body 2 moving forward while rotating. In addition, since the front excavation rotating body 2 can rotate in the reverse direction, the shell bit 3 and the teeth bit 6 are mounted symmetrically with respect to the drive shaft 7.

【0003】図5はシェルビット3の拡大図であって、
(a)はその上面図、(b)は正面図、(c)は中央断
面図である。これらの図に示すように、シェルビット3
は支持板30の上縁部に耐磨耗性の硬層肉盛部31が設
けられており、この硬層肉盛部31に超鋼チップ32が
多数平行に埋め込まれて構成されている。図6は掘削作
業を行っている時の前面掘削回転体2の坑道近傍の部分
断面図である。同図で下側が掘削方向、上側がシールド
掘進機1本体方向になる。駆動軸7の回転により前面掘
削回転体2の外周輪4が紙面に垂直な方向に回転し、シ
ェルビット3の先端部の超鋼チップ32が坑道先端の隅
部の土砂に摺接してそれを削り取る。なお、シェルビッ
ト3は外周輪4に対して強固に取り付けられなければな
らないので、シェルビット3の支持板30は外周輪4に
対して段差を有した状態で溶接され、内外の継ぎ目部に
溶接ビード80が形成される。
FIG. 5 is an enlarged view of the shell bit 3,
(A) is a top view, (b) is a front view, and (c) is a central sectional view. As shown in these figures, shell bit 3
The upper edge portion of the support plate 30 is provided with a hard layer build-up portion 31 having wear resistance, and a plurality of super steel chips 32 are embedded in the hard layer build-up portion 31 in parallel. FIG. 6 is a partial cross-sectional view of the vicinity of the tunnel of the front excavation rotating body 2 during the excavation work. In the figure, the lower side is the excavation direction, and the upper side is the shield machine 1 body direction. The rotation of the drive shaft 7 causes the outer peripheral wheel 4 of the front excavation rotating body 2 to rotate in a direction perpendicular to the plane of the paper, and the super steel tip 32 at the tip of the shell bit 3 slides on the earth and sand at the corner at the tip of the tunnel to contact it. Shaving off. Since the shell bit 3 must be firmly attached to the outer ring 4, the support plate 30 of the shell bit 3 is welded to the outer ring 4 with a step, and is welded to the inner and outer joints. A bead 80 is formed.

【0004】[0004]

【発明が解決しようとする課題】上述のように、シェル
ビット3の先端部の超鋼チップ32が掘削土砂面に摺接
して削り取った土砂はシェルビット3の先端部で内側と
外側の二手に分かれて後方に排出される。その中、外側
に排出された土砂は図6に土砂流れSFで示すように、
支持板30の背面の外側から前面掘削回転体2の外周輪
4の外側を通って後方のシールド掘進機1本体の内側の
土砂溜内に送られる。
As described above, the sand and steel scraped by the super steel tip 32 at the tip of the shell bit 3 in sliding contact with the excavated earth and sand surface is applied to the inside and outside of the shell bit 3 at the tip of the shell bit 3. It is separated and discharged backward. Among them, the sediment discharged to the outside is as shown by the sediment flow SF in FIG.
It is sent from the outside of the back of the support plate 30 through the outside of the outer peripheral wheel 4 of the front excavation rotator 2 into the sediment inside the rear shield machine 1 main body.

【0005】ところで、シールド掘進機1本体の先端外
縁部1aと外周輪4の後端外縁部との間の間隔はあまり
大きくないので、シェルビット3の先端部から外周輪4
の後端外縁部に到る過程で掘削土砂が滞留し易く、その
為、坑道内面とシェルビット3の背面との間の狭い間隙
部では掘削土砂中の砂礫が激しく擦れ合ってシェルビッ
ト3の支持板30の背面を磨耗させ、図6に細斜線を施
して背面磨耗部30aとして示した部分が磨耗消失して
しまう。このような状態になると、シェルビット3の外
周輪4に対する溶接強度が大きく低下し、掘削土砂との
当接や摺接によりやがてシェルビット3は外周輪4から
脱落し、脱落したシェルビット3による装置の二次破損
を招く虞もある。本発明は従来技術におけるかかる不具
合の発生を防止して、掘削土砂による貝殻状の掘削工具
の背面磨耗を低減することにより、該掘削工具の使用劣
化が少ないシールド掘進機の前面掘削回転体を提供する
ことを目的とする。
Since the distance between the outer edge 1a of the tip of the shield machine 1 and the outer edge of the rear end of the outer ring 4 is not so large, the outer edge of the outer ring 4
The excavated earth and sand easily accumulates in the process of reaching the outer edge of the rear end of the shell bit 3. The back surface of the support plate 30 is worn away, and the portion shown by the thin oblique lines in FIG. 6 as the back wear portion 30a is worn away. In such a state, the welding strength of the shell bit 3 to the outer peripheral wheel 4 is greatly reduced, and the shell bit 3 falls off the outer peripheral ring 4 due to contact or sliding contact with excavated earth and sand. There is a possibility that secondary damage to the device may occur. The present invention provides a front excavation rotary body of a shield machine in which the occurrence of such problems in the prior art is prevented and the back wear of the shell-shaped excavation tool due to excavated earth and sand is reduced, thereby reducing the use deterioration of the excavation tool. The purpose is to do.

【0006】[0006]

【課題を解決するための手段】本発明は上記課題を解決
するために、シールド掘進機の前面掘削回転体の外周輪
の前方に突出するように取り付けられた貝殻状の掘削工
具はその背面と外周輪の外周面とが溶接部で滑らかな連
続面となり、背面は外周輪の外周面から先端側が外側に
迫り出すように緩やかな傾斜面を成すように外周輪の前
面に溶接されるようにしたものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a shell-shaped excavating tool mounted so as to protrude forward of an outer peripheral ring of a front excavating rotating body of a shield machine. The outer peripheral surface of the outer peripheral ring becomes a smooth continuous surface at the welded part, and the back surface is welded to the front surface of the outer peripheral ring so as to form a gentle slope so that the tip side protrudes outward from the outer peripheral surface of the outer peripheral ring It was done.

【0007】[0007]

【発明の実施の形態】以下、図面を参照して本発明の一
実施例を詳細に説明する。図1は本発明の実施例に係る
掘削作業時の前面掘削回転体の坑道近傍の部分断面図、
図2はシェルビットの拡大図であって、(a)はその上
面図、(b)は正面図、(c)は中央断面図である。従
来例と同一または同一と見做せる個所には同一の符号を
付し、その重複する説明を省略する。図2(c)に示す
ように、本実施例ではシェルビット3の支持板30に対
する超鋼チップ32の取付角が従来のものに較べてやや
鋭角的になり、支持板30の外周輪4に対する取付面の
両端部に溶接ビード80溜り用の切欠部が設けられてい
る。また、外周輪4の前端外縁部にも支持板30の上記
切欠部に対応した切欠部が設けられている。そして、図
1に示すように、シェルビット3の外周輪4に対する取
付け状態は、シェルビット3の背面が外周輪4の外周面
から先端側が外側に迫り出すように緩やかな傾斜面を成
し、かつ、溶接部で段差がなく滑らかな連続面となるよ
うに、支持板30と外周輪4の取付面の両端部に設けら
れた切欠部で溶接される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a partial cross-sectional view near the tunnel of a front excavation rotating body during excavation work according to an embodiment of the present invention,
2A and 2B are enlarged views of the shell bit, in which FIG. 2A is a top view, FIG. 2B is a front view, and FIG. The same reference numerals are given to portions which are the same as or can be regarded as the same as those in the conventional example, and redundant description thereof will be omitted. As shown in FIG. 2C, in this embodiment, the mounting angle of the super steel tip 32 with respect to the support plate 30 of the shell bit 3 is slightly sharper than the conventional one, and Notches for pooling the weld bead 80 are provided at both ends of the mounting surface. A notch corresponding to the notch of the support plate 30 is also provided at the outer edge of the front end of the outer peripheral wheel 4. Then, as shown in FIG. 1, the mounting state of the shell bit 3 to the outer peripheral wheel 4 forms a gentle slope such that the rear surface of the shell bit 3 projects outward from the outer peripheral surface of the outer peripheral wheel 4 toward the front end, The support plate 30 and the outer peripheral ring 4 are welded at notches provided at both ends of the mounting surface so that the welded portion has a smooth continuous surface with no steps.

【0008】このような取付け状態とすることにより、
土砂流れSFで示すように、本実施例ではシェルビット
3の支持板30の背面側に排出された掘削土砂は下流
(シールド掘進機1本体側)に下るに従って流路が広く
なるから、礫質の土砂であっても速やかに下流に流出
し、支持板30の背面と坑道内面との間に挟まれて支持
板30の背面を磨耗させることがない。従って、シェル
ビット3の支持板30の使用劣化を著しく低減して前面
掘削回転体の耐久性を高めることができる。
[0008] By adopting such an attached state,
As shown by the sediment flow SF, in this embodiment, the excavated sediment discharged to the back side of the support plate 30 of the shell bit 3 has a wider flow path as it descends downstream (toward the shield excavator 1 main body side). Even the earth and sand of this kind flows out immediately downstream, and is not sandwiched between the back surface of the support plate 30 and the inner surface of the gallery, so that the back surface of the support plate 30 is not worn. Therefore, the use deterioration of the support plate 30 of the shell bit 3 can be significantly reduced and the durability of the front excavation rotating body can be increased.

【0009】[0009]

【発明の効果】以上説明したように本発明によれば、貝
殻状の掘削工具はその背面と外周輪の外周面とが溶接部
で滑らかな連続面となり、背面は外周輪の外周面から先
端側が外側に迫り出すように緩やかな傾斜面を成すよう
に外周輪の前面に溶接されるようにしたので、掘削土砂
による貝殻状の掘削工具の背面磨耗を低減することによ
り、該掘削工具の使用劣化を少なくしてシールド掘進機
の前面掘削回転体の耐久性を高めることができる。
As described above, according to the present invention, the shell-shaped excavating tool has a smooth continuous surface between the rear surface and the outer peripheral surface of the outer peripheral ring at the welded portion, and the rear surface has a tip extending from the outer peripheral surface of the outer peripheral ring to the front end. The outer ring is welded to the front surface of the outer peripheral ring so as to form a gentle slope so that the side protrudes outward, so that the back surface wear of the shell-shaped excavating tool due to excavated earth and sand is reduced, so that the excavating tool can be used. The durability of the front excavation rotating body of the shield machine can be increased with less deterioration.

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

【図1】本発明の実施例に係る掘削作業時の前面掘削回
転体の坑道近傍の部分断面図
FIG. 1 is a partial sectional view of a front excavation rotating body near a tunnel during excavation work according to an embodiment of the present invention.

【図2】同じく、シェルビットの拡大図であり、(a)
はその上面図、(b)は正面図、(c)は中央断面図
FIG. 2 is also an enlarged view of a shell bit, and (a)
Is a top view, (b) is a front view, and (c) is a central sectional view.

【図3】シールド掘進機の側面図FIG. 3 is a side view of the shield machine.

【図4】シールド掘進機の正面図FIG. 4 is a front view of the shield machine.

【図5】従来例に係るシェルビットの拡大図であり、
(a)はその上面図、(b)は正面図、(c)は中央断
面図
FIG. 5 is an enlarged view of a shell bit according to a conventional example,
(A) is a top view, (b) is a front view, and (c) is a central sectional view.

【図6】同じく、掘削作業時の前面掘削回転体の坑道近
傍の部分断面図
FIG. 6 is a partial cross-sectional view of the front excavation rotating body near the tunnel during the excavation work.

【符号の説明】[Explanation of symbols]

1 シールド掘進機 2 前面掘削回転体 3 シェルビット(貝殻状の掘削工具) 4 外周輪 5 梁 6 ティースビット(掘削鋼刃) 30 支持板 30a 背面磨耗部 31 硬層肉盛部 32 超鋼チップ 80 溶接ビード DESCRIPTION OF SYMBOLS 1 Shield excavator 2 Front excavation rotating body 3 Shell bit (shell-shaped excavation tool) 4 Outer ring 5 Beam 6 Teeth bit (excavated steel blade) 30 Support plate 30a Back wear part 31 Hard layer buildup part 32 Super steel tip 80 Weld bead

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 土中を掘進するシールド掘進機の先端部
に回転自在に取り付けられ、前面に多数の掘削鋼刃が取
り付けられた複数の梁と、該梁により回転軸に支持さ
れ、前方に突出するように複数個の貝殻状の掘削工具が
取り付けられた外周輪から成るシールド掘進機の前面掘
削回転体において、前記貝殻状の掘削工具はその背面と
前記外周輪の外周面とが溶接部で滑らかな連続面とな
り、前記背面は前記外周輪の外周面から先端側が外側に
迫り出すように緩やかな傾斜面を成すように前記外周輪
の前面に溶接されたことを特徴とするシールド掘進機の
前面掘削回転体。
1. A plurality of beams having a plurality of excavated steel blades attached to the front end of a shield excavator for excavating in the soil and having a large number of excavated steel blades attached to a front surface thereof. In a front excavation rotary body of a shield machine including a plurality of outer shells to which a plurality of shell-shaped excavating tools are attached so as to protrude, the back surface of the shell-shaped excavating tool is welded to an outer peripheral surface of the outer peripheral ring. Characterized in that the rear surface is welded to the front surface of the outer peripheral ring so as to form a gentle slope so that the tip side projects outward from the outer peripheral surface of the outer peripheral ring. Front excavation rotating body.
JP34365796A 1996-12-24 1996-12-24 Front excavation rorary body of shield machine Pending JPH10184276A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34365796A JPH10184276A (en) 1996-12-24 1996-12-24 Front excavation rorary body of shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34365796A JPH10184276A (en) 1996-12-24 1996-12-24 Front excavation rorary body of shield machine

Publications (1)

Publication Number Publication Date
JPH10184276A true JPH10184276A (en) 1998-07-14

Family

ID=18363234

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34365796A Pending JPH10184276A (en) 1996-12-24 1996-12-24 Front excavation rorary body of shield machine

Country Status (1)

Country Link
JP (1) JPH10184276A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677792A (en) * 2016-12-21 2017-05-17 北方重工集团有限公司 Sacrificial shell system applied to full cross-section heading machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677792A (en) * 2016-12-21 2017-05-17 北方重工集团有限公司 Sacrificial shell system applied to full cross-section heading machine

Similar Documents

Publication Publication Date Title
JPH10184276A (en) Front excavation rorary body of shield machine
JP6532434B2 (en) Excavator roller cutter and excavator including the same
JP3085815B2 (en) Cutter head for shield excavator
JP3901330B2 (en) Cutter for excavation and disc cutter for excavation
JP4081871B2 (en) High strength wall cutting shield machine
JP3332842B2 (en) Drilling cutters and drilling disc cutters
JP3337346B2 (en) Cutting edge
JPS6126470Y2 (en)
JP3942292B2 (en) Excavation casing for hard soil
JPH09158680A (en) Cutter head
JP4228503B2 (en) Excavation method and cutter for shield machine
JP2910634B2 (en) Method of cutting face by shield machine and shield machine
JPH04105195U (en) Shield tunneling machine Katsutabitsu
JP3017141B2 (en) Shield excavator cutter head
JP2802903B2 (en) Over cutter equipment for tunnel excavator
JP3229233B2 (en) Bit for drilling continuous wall
JP2955825B2 (en) Deformed tunnel excavator
JP2808519B2 (en) Multiple tunnel excavator
JP2001065294A (en) Disposition structure of preceding bit for tunnel excavator
JPH04105194U (en) Shield tunneling machine Katsutabitsu
JP2007255048A (en) Cutter head
JP2567696Y2 (en) Excavator cutter
JP2000213284A (en) Tunnel excavator and roller cutter
JPH0249888A (en) Rotary drilling bit
JPH09287375A (en) Bit for excavation and excavator