JPS63247497A - Shield excavator for crushing gravel - Google Patents

Shield excavator for crushing gravel

Info

Publication number
JPS63247497A
JPS63247497A JP8200087A JP8200087A JPS63247497A JP S63247497 A JPS63247497 A JP S63247497A JP 8200087 A JP8200087 A JP 8200087A JP 8200087 A JP8200087 A JP 8200087A JP S63247497 A JPS63247497 A JP S63247497A
Authority
JP
Japan
Prior art keywords
shield excavator
cone
cone member
gravel
partition wall
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.)
Granted
Application number
JP8200087A
Other languages
Japanese (ja)
Other versions
JPH057518B2 (en
Inventor
佐藤 弘美
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.)
OKUMURA CONSTR CO Ltd
Original Assignee
OKUMURA CONSTR 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 OKUMURA CONSTR CO Ltd filed Critical OKUMURA CONSTR CO Ltd
Priority to JP8200087A priority Critical patent/JPS63247497A/en
Publication of JPS63247497A publication Critical patent/JPS63247497A/en
Publication of JPH057518B2 publication Critical patent/JPH057518B2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、礫破砕機構を有するシールド掘削機に関する
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a shield excavator having a gravel crushing mechanism.

〈従来の技術〉 従来、埋設管の推進工法などに用いられる礫破砕機構を
備えたシールド掘削機としては、例えば特開昭6(12
15996号公報に記載のものが知られている。このシ
ールド掘削機は、シールド本体の前端に後方に向かって
大径となる円錐形状のコーン部材を回転可能に取り付け
る一方、このコーン部材の外周面に対向するシールド酸
のフート部を後方に向かって小径となる円錐形状の凹部
に形成して、上記コーン部材を偏心回転させながらコー
ン部材の外周面とフード部の凹部との間に礫を食い込ま
せるように送り込んで破砕するようになっている。
<Prior art> Conventionally, as a shield excavator equipped with a gravel crushing mechanism used for underground pipe propulsion methods, for example,
The one described in Japanese Patent No. 15996 is known. This shield excavator is equipped with a conical cone member that is rotatably attached to the front end of the shield body and whose diameter increases toward the rear. The cone is formed into a conical recess with a small diameter, and the cone is eccentrically rotated to feed and crush gravel between the outer peripheral surface of the cone and the recess of the hood.

〈発明が解決しようとする問題点〉 ところが、上記従来のシールド掘削機では、コーン部材
外周面とフード部凹部とで形成される前端に向かって拡
がる断面V字状の環状空間に礫が入っても、シールド掘
削機を常に前方へ押圧して、切羽地盤に反力をとらない
限り、礫が前方へ飛び出してしまいこれを効率良く破砕
できないという欠点がある。また、コーン部材が回転し
ているとき、入り込んだ礫が上記環状空間内で共回りす
るのを防ぐため、コーン部材を面述の如く偏心回転させ
ているが、それでも共回り防止効果が充分でなく、破砕
効率が悪いという欠点がある。さらに、シールド掘削機
を常に前方へ抑圧すると、上記環状空間が礫で充満して
、コーン部材の回転に大きなトルクが必要になるかある
いはトルク不足で回転が停止するという問題がある。
<Problems to be Solved by the Invention> However, in the conventional shield excavator described above, gravel enters the annular space with a V-shaped cross section that expands toward the front end formed by the outer peripheral surface of the cone member and the recessed part of the hood. However, unless the shield excavator is always pushed forward to absorb the reaction force on the face ground, the drawback is that the gravel will fly forward and cannot be crushed efficiently. In addition, while the cone member is rotating, the cone member is eccentrically rotated as described above in order to prevent the gravel that has entered the annular space from co-rotating, but the effect of preventing co-rotation is still sufficient. However, it has the disadvantage of poor crushing efficiency. Furthermore, if the shield excavator is always pressed forward, there is a problem that the annular space is filled with gravel, and a large torque is required to rotate the cone member, or rotation stops due to insufficient torque.

そこで、本発明の目的は、シールド掘削機を常に前方へ
押圧しなくても、確実かつ効率良く礫を破砕することの
できるシールド掘削機を提供することである。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a shield excavator that can reliably and efficiently crush gravel without constantly pushing the shield excavator forward.

く問題点を解決するための手段〉 上記目的を達成するため、本発明の礫破砕用のシールド
掘削機は、シールド殻内の隔壁に支承され、前端にカッ
ターを有し、後方の駆動装置で回転せしめられる回転軸
の隔壁より前方に、上記隔壁に向かって次第に大径とな
る截頭円錐形状のコーン部材を取り付ける一方、このコ
ーン部材の外周面に対向する上記シールド酸のフード部
に、上記隔壁に向かって次第に小径となる截頭円錐形状
の開口面を形成するとともに、上記コーン部材の外周面
または上記フード部の開口面に、突出する羽根板をこれ
らの面の母線に略沿って固定したことを特徴とする。
Means for Solving the Problems> In order to achieve the above object, the shield excavator for crushing gravel of the present invention is supported on a bulkhead in a shield shell, has a cutter at the front end, and has a drive device at the rear. A truncated cone-shaped cone member whose diameter gradually increases toward the partition wall is attached to the front of the partition wall of the rotating shaft to be rotated, while the hood portion of the shielding acid facing the outer circumferential surface of the cone member is attached to the hood portion of the shield acid. A truncated cone-shaped opening surface that gradually becomes smaller in diameter toward the partition wall is formed, and a protruding blade plate is fixed to the outer circumferential surface of the cone member or the opening surface of the hood portion approximately along the generatrix of these surfaces. It is characterized by what it did.

〈作用〉 コーン部材を駆動装置で回転させながらシールド酸を前
進させて礫地盤を掘削すると、回転するコーン部材の外
周面とこれに対向するフード部の開口面との間の前端に
向かって拡がる断面V字状の環状空間に礫が入り込む。
<Operation> When the cone member is rotated by the drive device and the shield acid is advanced to excavate gravel ground, the shield acid spreads toward the front end between the outer peripheral surface of the rotating cone member and the opening surface of the hood section facing it. Gravel enters the annular space with a V-shaped cross section.

入り込んだ礫は、回転するコーン部材とこのコーン部材
の外周面または上記フード部の開口面に突設した羽根板
との作用で過度に共回りすることなく旋回させられつつ
、外側のフード部の開口面との間に挾まれて大粒径のも
のが破砕されるとともに、開口面に沿って後方の狭い隙
間へ送られ、この隙間を通過する際細かく破砕される。
The gravel that has entered is rotated without excessive co-rotation by the action of the rotating cone member and the blades protruding from the outer circumferential surface of the cone member or the opening surface of the hood part, while being rotated by the outer hood part. Large particles are crushed by being caught between the opening surface and sent along the opening surface to a narrow gap at the rear, where they are crushed into fine particles as they pass through this gap.

なお、上記羽根板を例えば前端に向かってT字状断面を
なすように形成すれば、上記環状空間に入り込んだ礫の
前方への飛び出しを防止できる。また、上記コーン部材
の外周面。
Note that if the blade plate is formed to have a T-shaped cross section toward the front end, for example, it is possible to prevent gravel that has entered the annular space from flying out forward. Moreover, the outer peripheral surface of the said cone member.

フード部の開口面1羽根板の表面に線状の肉盛突起を適
宜設けたり、コーン部材の横断面を隋円形状にすること
により、入り込んだ礫を一層効果的に破砕することがで
きる。
By appropriately providing linear overlay protrusions on the surface of the opening surface of the hood and by making the cross section of the cone member circular, the gravel that has entered can be crushed more effectively.

〈実施例〉 以下、本発明を図示の実施例により詳細に説明する。<Example> Hereinafter, the present invention will be explained in detail with reference to illustrated embodiments.

第1図、第2図は礫破砕用のシールド掘削機の一実施例
を示す軸方向断面図および正面図であり、lは先導管1
aと後続管1bを連結してなるシールド酸、2は上記先
導管1aの前端のフランジ30に内嵌、固定した隔壁、
3はこの隔壁2の中央に固定した軸受、4はこの軸受3
に支承され、上記隔壁2の後方のシールド殻l内に設置
した減速機5を介して駆動電動機6で回転せしめられる
回転軸、7はこの回転軸4の前端に同軸をなして取り付
けられ、隔壁2に向かって次第に大径となる截頭円錐形
状のコーン、8はこのコーン7の外周面の径方向対称位
置に母線に沿って突出するように固定され、先端に向か
ってT字状断面を有する羽根板、9,9.・・・はこの
羽根板8の先端部に固定したカッター板10に突設され
、地盤を掘削するカッター、11は上記先導管1aと同
一外径を有し、コーン7および羽根板8を覆うように上
記フランジ30に固定したフード、12はこのフードI
+の内周に上記羽根板8およびコーン7から隙間Dr。
1 and 2 are an axial sectional view and a front view showing an embodiment of a shield excavator for crushing gravel, and l is a leading pipe 1.
A shielding acid formed by connecting a and the trailing pipe 1b; 2 a partition wall fitted and fixed to the flange 30 at the front end of the leading pipe 1a;
3 is a bearing fixed to the center of this partition wall 2, 4 is this bearing 3
A rotary shaft 7 is coaxially attached to the front end of the rotary shaft 4 and is rotated by a drive motor 6 via a reducer 5 installed in the shield shell l behind the bulkhead 2. A truncated cone-shaped cone 8 whose diameter gradually increases toward 2 is fixed at a radially symmetrical position on the outer peripheral surface of this cone 7 so as to protrude along the generatrix line, and has a T-shaped cross section toward the tip. Feather plate having, 9,9. . . . is a cutter that protrudes from a cutter plate 10 fixed to the tip of the blade plate 8 and excavates the ground; 11 has the same outer diameter as the leading pipe 1a and covers the cone 7 and the blade plate 8. 12 is the hood I fixed to the flange 30 as shown in FIG.
There is a gap Dr between the vane plate 8 and the cone 7 on the inner circumference of +.

D、(第3図参照)をあけて形成され、隔壁2に向かっ
て次第に小径となる截頭円錐形状の中空の開口面である
D (see FIG. 3) is a hollow opening surface in the shape of a truncated cone that gradually becomes smaller in diameter toward the partition wall 2.

また、13はロッド先端13aを補強材14を介して上
記先導管1aに連結し、基II 3bを後続管1bの内
周に固定して周方向に等間隔をおいて3台配置した方向
修正ジヤツキ、I5は上記開口面12の後端と隔壁2で
囲まれる環状空間16に水を供給する送水管、17は上
記環状空間16の内の掘削土を含む泥水を排出する排泥
管、18は回転軸4に取り付けられ、上記環状空間16
内の泥水を攪拌する攪拌羽根である。
In addition, 13 is a direction correction in which the rod tip 13a is connected to the leading pipe 1a via a reinforcing member 14, and the group II 3b is fixed to the inner periphery of the trailing pipe 1b, and three units are arranged at equal intervals in the circumferential direction. 15 is a water pipe that supplies water to the annular space 16 surrounded by the rear end of the opening surface 12 and the partition wall 2; 17 is a mud drainage pipe that discharges muddy water containing excavated soil from the annular space 16; 18 is attached to the rotating shaft 4, and the annular space 16
This is a stirring blade that stirs the muddy water inside.

第3図(a)、(b)および(C)は、上記実施例の先
端部の詳細を示す軸方向断面図および正面図である。
FIGS. 3(a), 3(b), and 3(C) are an axial sectional view and a front view showing details of the tip portion of the above embodiment.

截頭円錐状の上記コーン7は、截頭項部7aに軸方向に
設けたホルト穴21(第3図(c)t’l1(1)に挿
入した図示しないボルトで回転軸3(第1図参照)に固
定され、外周面7bには、母線方向に伸びる線状の突起
22,22.・・・が周方向に適宜間隔をおいて肉盛溶
接で形成されている。上記羽根板8は、第3図(a)の
如くコーン7の外周面7bの両側から夫々略法線方向に
突出しかつ第3図(b)の如く先端に向かって拡大する
一対の四角錐形状部8 a、 8 aを中央の細径柱状
部8bで連結してなり、各四角錐形状IE 8 aの表
面には、法線方向に伸びる線状の突起23,23.・・
・が適宜間隔をおいて肉盛溶接で形成されている。羽根
板8の先端部8c(第3図(C)参照)には、第2図に
示すような形状のカッター板IOをT字状に固定し、こ
のカッター板10の中央に細長いセンタービット24を
、その周囲に8個のカッター9を夫々突設している。ま
た、截頭円錐形状の中空の上記開口面12には、その表
面に母線方向に伸びる線状の突起25,25.・・・を
周方向に適宜間隔をおいて肉盛溶接で形成する一方、後
端に図示しない導管を経て上記環状空間16に連なる複
数の給水口26を設けるとともに、先端付近に複数の噴
水口27を設けている。
The cone 7 having a truncated conical shape is connected to the rotating shaft 3 (the first (see figure), and on the outer peripheral surface 7b, linear projections 22, 22, . are a pair of quadrangular pyramid-shaped portions 8a that protrude from both sides of the outer circumferential surface 7b of the cone 7 in a substantially normal direction, respectively, as shown in FIG. 3(a), and expand toward the tip as shown in FIG. 3(b); 8a are connected by a small-diameter columnar part 8b at the center, and on the surface of each quadrangular pyramid-shaped IE 8a, linear protrusions 23, 23, extending in the normal direction are formed.
- are formed by overlay welding at appropriate intervals. A cutter plate IO having a shape as shown in FIG. , and eight cutters 9 are provided protruding around the periphery. The hollow opening surface 12 in the shape of a truncated cone has linear protrusions 25, 25. ... are formed by overlay welding at appropriate intervals in the circumferential direction, while providing a plurality of water supply ports 26 connected to the annular space 16 through a conduit (not shown) at the rear end, and a plurality of water fountains near the tip. There are 27.

上記構成の礫破砕用のシールド掘削機の動作について次
に述べる。
The operation of the shield excavator for crushing gravel with the above configuration will be described below.

発進立坑側からシールド殻lに後続する管体28(第1
図参照)を押圧して、シールド殻lを地盤中前方へ推進
させるとともに、駆動電動機6を駆動してコーン7のカ
ッター板10を回転させ、さらに送水管15を経て(矢
印A参照)前方の環状空間16および開口面12内の空
間29に水を供給する。カッター板10の回転に伴いカ
ッター9゜9、・・・で掘削され、シールド殻1の前進
で殻内に取り込まれた土砂は、回転するコーン7の外周
面とフード11の開口面12との間の先細りのV字断面
の環状空間Cに入り込む。入り込んだ土砂中の礫は、コ
ーン7に突設した羽根板8で旋回させられて過度に共回
りすることな(外側の開口面12に移動し、このとき大
粒径の礫は羽根板と開口面およびコーン外周面間に挾ま
れて小粒径の礫に破砕され、次いで土砂と共に開口面1
2に沿って後方へ送られ、コーン7と開口面12間の隙
間り。
Pipe body 28 (first
(see figure) to propel the shield shell l forward into the ground, drive the drive motor 6 to rotate the cutter plate 10 of the cone 7, and then move forward through the water pipe 15 (see arrow A). Water is supplied to the annular space 16 and the space 29 within the opening surface 12 . As the cutter plate 10 rotates, the earth and sand excavated by the cutters 9°9, . It enters an annular space C with a tapered V-shaped cross section between the two. The gravel that has entered the earth and sand is rotated by the blade plate 8 protruding from the cone 7, so that it does not rotate excessively (moves to the outer opening surface 12, and at this time, large-grained gravel is rotated by the blade plate 8 protruding from the cone 7). The gravel is sandwiched between the opening surface and the outer circumferential surface of the cone and crushed into small-grained gravel, which is then crushed into opening surface 1 along with earth and sand.
2, and the gap between the cone 7 and the opening surface 12.

を通過するとき小粒径の礫の全部が細かく破砕される。When passing through, all of the small-sized gravel is crushed into small pieces.

このとき、コーン7と開口面12には母線方向に伸びる
硬質金属からなる多数本の突起22゜25が、また羽根
板8にはコーンの法線方向に伸びる同様の突起23が夫
々形成されているので、礫の破砕が容易かつ迅速に行な
われる。また、羽根板8の一対の四角錐形状部8 a、
 8 aが前方に向かって拡大し、その前端にT字状を
なすようにカッター板10が固定されているので、上記
環状空間Cに入り込んだ土砂は、これらに遮ぎられて、
シールド殻1を常に前方へ押圧せずとも前方へ飛び出ず
ことがない。また、四角錐形状部8dが傾斜しており、
コーン7が回転することによって隔壁方向へ礫を送り込
むので、礫が環状空間C内に充満することがない。こう
して、細かく破砕された礫を含む土砂は、環状空間16
に流入し、攪拌羽根18によって供給水と混合・攪拌さ
れた後、排泥管17を経て(矢印B参照)坑外へ排出さ
れる。
At this time, a large number of protrusions 22 and 25 made of hard metal extending in the generatrix direction are formed on the cone 7 and the opening surface 12, and similar protrusions 23 extending in the normal direction of the cone are formed on the vane plate 8. Therefore, gravel can be crushed easily and quickly. In addition, a pair of quadrangular pyramid-shaped portions 8a of the blade plate 8,
8a expands toward the front, and the cutter plate 10 is fixed to the front end of the cutter plate 10 in a T-shape, so that the earth and sand that enters the annular space C are blocked by these.
Even if the shield shell 1 is not always pressed forward, it will not jump forward. Moreover, the quadrangular pyramid-shaped portion 8d is inclined,
Since the cone 7 rotates and sends the gravel toward the partition wall, the annular space C is not filled with gravel. In this way, the earth and sand containing finely crushed gravel is transported to the annular space 16.
After being mixed and stirred with the supply water by the stirring blades 18, it is discharged outside the mine through the mud discharge pipe 17 (see arrow B).

また、開口面12の噴水口27から噴射される供給水は
、粘土層などを掘削する際、羽根板8と開口面12間の
隙間り、に固着する粘土を溶かして流動化し、掘削トル
クの軽減と固着粘土の除去に貢献する。
In addition, when excavating a clay layer or the like, the supply water injected from the fountain 27 of the opening surface 12 melts and fluidizes the clay that is stuck in the gap between the blade plate 8 and the opening surface 12, and reduces the excavation torque. Contributes to mitigation and removal of fixed clay.

第・を図は、本発明の第2実施例の先端部の詳細を示す
軸方向断面図である。この実施例は、三角形状の羽根板
31.31を開口面I2の径方向対称位置に母線に沿っ
て固定し、コーン7の截頭頂部7aに軸部材30を介し
てカッター板10を固定した点を除いて、第3図に示し
た実施例と同じ構成であり、同一部材には同じ番号を付
して説明を省略する。上記羽根板3Iの表面には、回転
軸に直交する方向に多数本の突起32.32.・・・が
肉盛溶接で形成され、コーン7と羽根板31間には同様
の隙間り、が形成されている。上記実施例の動作も、第
3図の実施例の動作と本質的には異ならず、コーン7の
回転で旋回せしめられる礫は、羽根板31.31で遮ぎ
られあるいは挾まれて破砕され、共回りすることなく開
口面12に沿って後方へ送られ、隙間D2を通って細か
く破砕される。このとき、コーン7の外周面の突起22
は、静止している羽根板31の表面の突起32に交差す
るように相対運動するが、礫の破砕効果は第3図のもの
と変わらない。
Figure No. 2 is an axial cross-sectional view showing details of the tip portion of the second embodiment of the present invention. In this embodiment, triangular blade plates 31, 31 are fixed along the generatrix at radially symmetrical positions of the opening surface I2, and the cutter plate 10 is fixed to the truncated top 7a of the cone 7 via the shaft member 30. Except for this point, this embodiment has the same structure as the embodiment shown in FIG. 3, and the same members are given the same numbers and their explanations will be omitted. On the surface of the blade plate 3I, there are a large number of protrusions 32, 32. ... are formed by overlay welding, and a similar gap is formed between the cone 7 and the vane plate 31. The operation of the embodiment described above is not essentially different from the operation of the embodiment shown in FIG. It is sent backward along the opening surface 12 without co-rotating, and is crushed into small pieces through the gap D2. At this time, the protrusion 22 on the outer peripheral surface of the cone 7
moves relative to the protrusion 32 on the surface of the stationary vane 31, but the effect of crushing the gravel is the same as in FIG. 3.

第5図(a) 、 (b)は、本発明の第3実施例の先
端部の詳細を示す軸方向断面図である。この実施例は、
コーン7の径方向対称位置に、中央で互いに連なる三角
形状の共回り防止板35a、35aを母線に沿って固定
し、その先端にT字状をなすように飛び出し防止板35
bを固定して羽根板35を構成し、飛び出し防止板35
bにカッター板10を固定した点以外は、第3図の実施
例と同一である。そして、上記羽根板35の表面に、回
転軸に直交する方向に多数本の突起36,36.・・・
を肉盛溶接で形成している。上記実施例の動作は、基本
的には第3図のものと同じで、羽根板31の突起36と
開口面12の突起25の相対運動は第4図のものと同じ
である。この実施例では、羽根板35がT字状に形成さ
れているので、V字断面の環状空間Cから前方への土砂
や礫の飛び出しが育効に防止できる。
FIGS. 5(a) and 5(b) are axial cross-sectional views showing details of the distal end portion of the third embodiment of the present invention. This example is
Triangular co-rotation prevention plates 35a, 35a connected to each other at the center are fixed along the generatrix at radially symmetrical positions of the cone 7, and a protrusion prevention plate 35 is attached to the tip of the cone 7 in a T-shape.
b is fixed to form the vane plate 35, and the protrusion prevention plate 35
This embodiment is the same as the embodiment shown in FIG. 3 except that the cutter plate 10 is fixed to b. On the surface of the blade plate 35, a large number of protrusions 36, 36. ...
is formed by overlay welding. The operation of the above embodiment is basically the same as that shown in FIG. 3, and the relative movement between the projection 36 of the blade plate 31 and the projection 25 of the opening surface 12 is the same as that shown in FIG. 4. In this embodiment, since the blade plate 35 is formed in a T-shape, it is possible to effectively prevent dirt and gravel from flying forward from the annular space C having a V-shaped cross section.

第6図(a) 、 (b)は、本発明の第4実施例の先
端部の同様の断面図である。この実施例は、コーン7の
外周面7bの片側のみに外周面の略法線方向に突出する
羽根板41を母線に対して傾斜させて固定し、この羽根
板41の先端とコーンの截頭項部7aに亙ってT字状部
材40を固定し、このT字状部材40にカッター板lO
を固定した点が前述の実施例と異なる。そして、上記羽
根板41の表面に、回転軸に直交する方向に多数本の突
起42.42.・・・を肉盛溶接で形成している。この
実施例も、前述の実施例と同様の礫破砕作用および礫飛
び出し防止作用を発揮する。
FIGS. 6(a) and 6(b) are similar cross-sectional views of the distal end of the fourth embodiment of the present invention. In this embodiment, a blade plate 41 protruding approximately in the normal direction of the outer peripheral surface is fixed to only one side of the outer peripheral surface 7b of the cone 7 at an angle with respect to the generatrix, and the tip of the blade plate 41 and the truncated end of the cone are fixed. A T-shaped member 40 is fixed over the nape 7a, and a cutter plate lO is attached to this T-shaped member 40.
This embodiment differs from the previous embodiment in that it is fixed. On the surface of the blade plate 41, a large number of protrusions 42, 42. ...is formed by overlay welding. This embodiment also exhibits the same gravel crushing effect and gravel flying-out prevention effect as in the previous embodiment.

第7図は、本発明の第5実施例の正面図であり、この実
施例は、コーン45の横断面を楕円形状とした点のみが
第3図の実施例と異なる。この実施例ではコーン45と
開口面12間の隙間り、°は図示の如く広狭の差を生じ
るため、第3図で述べた作用、効果に加えて、礫を加速
力によって一層効果的に破砕できるという利点がある。
FIG. 7 is a front view of a fifth embodiment of the present invention, and this embodiment differs from the embodiment shown in FIG. 3 only in that the cross section of the cone 45 is elliptical. In this embodiment, the gap between the cone 45 and the opening surface 12, °, is wide and narrow as shown in the figure, so in addition to the action and effect described in FIG. 3, the gravel is crushed more effectively by the acceleration force. It has the advantage of being possible.

上記実施例のコーン、羽根板、開ロ面の突起は、必ずし
も肉盛溶接で形成する必要はなく、鋳造等で一体に形成
してもよい。
The cones, vanes, and protrusions on the open bottom surface of the above embodiments do not necessarily need to be formed by overlay welding, and may be formed integrally by casting or the like.

なお、本発明のコーン部材は、上記実施例のような厳密
な截頭円錐形状に限られず、例えば半割りのラグビーボ
ールの如き形状であってもよい。
Note that the cone member of the present invention is not limited to the strict truncated conical shape as in the above embodiments, but may have a shape such as a rugby ball cut in half, for example.

〈発明の効果〉 以上の説明で明らかなように、本発明の礫破砕用のシー
ルド掘削機は、シールド殻内の隔壁に支承される回転軸
の前端に、隔壁に向かって大径となる截頭円錐形状のコ
ーン部材を取り付ける一方、これに対向するシールド酸
のフード部に、上記隔壁に向かって小径となる截頭円錐
形状の開口面を形成し、コーン部材の外周面またはフー
ド部の開口面に、突出する羽根板をこれらの面の母線に
略沿って固定しているので、コーン部材の外周面とフー
ド部の開口面で形成される断面V字状の先細りの環状空
間に、回転軸先端のカッターで掘削された礫を取り込み
、この礫を回転するコーン部材と突設した羽根板の相互
作用で大粒径の礫を小粒径の礫に破砕するとともに、適
度に旋回させつつ開口面に沿って後方の狭い隙間へ送っ
てここで細かく破砕することができ、シールド掘削機を
常に前方へ押圧せずに、従って小さい駆動トルクでもっ
て確実かつ効率良く破砕を行なえ、礫を含む地盤の掘削
に顕著な効果を奏する。
<Effects of the Invention> As is clear from the above explanation, the shield excavator for crushing gravel of the present invention has a cutting hole at the front end of the rotating shaft supported by the partition wall in the shield shell, which becomes larger in diameter toward the partition wall. While attaching a cone member having a cone-shaped head, a truncated-cone-shaped opening surface that becomes smaller in diameter toward the partition wall is formed in the hood portion of the shielding acid opposite to this, and the outer peripheral surface of the cone member or the opening of the hood portion is formed. Since the blade plates protruding from the surfaces are fixed approximately along the generatrix of these surfaces, rotation is caused in the tapered annular space with a V-shaped cross section formed by the outer peripheral surface of the cone member and the opening surface of the hood. The cutter at the tip of the shaft takes in the excavated gravel, and through the interaction of the rotating cone member and the protruding blades, large-grained gravel is crushed into small-sized gravel, while being rotated appropriately. It can be sent along the opening surface to a narrow gap at the rear, where it can be crushed finely, and the shield excavator can be crushed reliably and efficiently with a small drive torque without constantly pushing the shield excavator forward, including gravel. It has a remarkable effect on ground excavation.

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

第1図、第2図は本発明のシールド掘削機の一実施例を
示す軸方向断面図および正面図、第3図(a) 、 (
b)および(C)は、上記実施例の先端部の詳細断面図
および正面図、第4図は本発明の第2実施例の詳細断面
図、第5図(a)、(b)は本発明の第3実施例の詳細
断面図、第6図(a) 、 (b)は本発明の第4実施
例の詳細断面図、第7図は本発明の第5実施例の正面図
である。 1・・・シールド殻、2・・・隔壁、3・・・軸受、4
・・回転軸、6・・・駆動電動機、7・・・コーン、訃
・・羽根板、9・・・カッター、10・・・カッター板
、11・・・フード、12・・・開口面。 特 許 出 願 人  株式会社 奥村組代 理 人 
弁理士  前出 葆 ほか2名第4図 第5図 (b) 第6図 (b) 第7図
Figures 1 and 2 are an axial sectional view and a front view showing an embodiment of the shield excavator of the present invention, and Figures 3 (a) and (
b) and (C) are a detailed sectional view and a front view of the tip of the above embodiment, FIG. 4 is a detailed sectional view of the second embodiment of the present invention, and FIGS. 5(a) and (b) are 6(a) and 6(b) are detailed sectional views of the fourth embodiment of the invention, and FIG. 7 is a front view of the fifth embodiment of the invention. . 1... Shield shell, 2... Partition wall, 3... Bearing, 4
... Rotating shaft, 6... Drive motor, 7... Cone, tail... Vane plate, 9... Cutter, 10... Cutter plate, 11... Hood, 12... Opening surface. Patent applicant: Okumura Gumi Representative, Co., Ltd.
Patent attorney: Mr. Hajime and 2 others Figure 4 Figure 5 (b) Figure 6 (b) Figure 7

Claims (6)

【特許請求の範囲】[Claims] (1)シールド殻内の隔壁に、この隔壁の後方に設けた
駆動装置によって回転せしめられる回転軸を支承し、こ
の回転軸の前端にカッターを有するシールド掘削機にお
いて、 上記隔壁の前方の上記回転軸に、隔壁に向かって次第に
大径となる截頭円錐形状のコーン部材を取り付ける一方
、このコーン部材の外周面に対向する上記シールド殻の
フード部に、上記隔壁に向かって次第に小径となる截頭
円錐形状の開口面を形成するとともに、上記コーン部材
の外周面または上記フード部の開口面に、突出する羽根
板をこれらの面の母線に略沿って固定したことを特徴と
する礫破砕用のシールド掘削機。
(1) In a shield excavator having a partition wall in the shield shell supporting a rotating shaft rotated by a drive device provided at the rear of the partition wall, and a cutter at the front end of the rotating shaft, the rotation in front of the partition wall is A truncated cone-shaped cone member whose diameter gradually increases toward the partition wall is attached to the shaft, while a truncated cone member whose diameter gradually decreases toward the partition wall is attached to the hood portion of the shield shell facing the outer peripheral surface of the cone member. A device for crushing gravel, characterized in that an opening surface in the shape of a conical head is formed, and a protruding blade plate is fixed to the outer circumferential surface of the cone member or the opening surface of the hood section approximately along the generatrix of these surfaces. shield excavator.
(2)上記羽根板が、先端に向かってT字状断面を有す
ることを特徴とする特許請求の範囲第1項に記載の礫破
砕用のシールド掘削機。
(2) The shield excavator for crushing gravel according to claim 1, wherein the blade plate has a T-shaped cross section toward the tip.
(3)上記羽根板が、上記母線に対して傾斜して固定さ
れていることを特徴とする特許請求の範囲第1項に記載
の礫破砕用のシールド掘削機。
(3) The shield excavator for crushing gravel according to claim 1, wherein the blade plate is fixed at an angle with respect to the generatrix.
(4)上記コーン部材の外周面およびフード部の開口面
が、母線方向に伸びる線状の突起を有することを特徴と
する特許請求の範囲第1項に記載の礫破砕用のシールド
掘削機。
(4) The shield excavator for crushing gravel according to claim 1, wherein the outer peripheral surface of the cone member and the opening surface of the hood portion have linear protrusions extending in the generatrix direction.
(5)上記羽根板の表面が、上記コーン部材の外周面ま
たはフード部の開口面の略法線方向に伸びる線状の肉盛
突起を有することを特徴とする特許請求の範囲第1項に
記載の礫破砕用のシールド掘削機。
(5) According to claim 1, the surface of the wing plate has a linear build-up protrusion extending substantially in the normal direction of the outer circumferential surface of the cone member or the opening surface of the hood portion. Shield excavator for crushing gravel as described.
(6)上記コーン部材の回転軸に直交する方向の断面形
状が、楕円であることを特徴とする特許請求の範囲第1
項に記載の礫破砕用のシールド掘削機。
(6) Claim 1, wherein the cone member has an elliptical cross-sectional shape in a direction perpendicular to the rotation axis.
A shield excavator for crushing gravel as described in .
JP8200087A 1987-04-02 1987-04-02 Shield excavator for crushing gravel Granted JPS63247497A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8200087A JPS63247497A (en) 1987-04-02 1987-04-02 Shield excavator for crushing gravel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8200087A JPS63247497A (en) 1987-04-02 1987-04-02 Shield excavator for crushing gravel

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP4028342A Division JPH0791944B2 (en) 1992-02-14 1992-02-14 Shield excavator for crushing gravel

Publications (2)

Publication Number Publication Date
JPS63247497A true JPS63247497A (en) 1988-10-14
JPH057518B2 JPH057518B2 (en) 1993-01-28

Family

ID=13762216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8200087A Granted JPS63247497A (en) 1987-04-02 1987-04-02 Shield excavator for crushing gravel

Country Status (1)

Country Link
JP (1) JPS63247497A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03100300A (en) * 1989-09-11 1991-04-25 Okumura Corp Muddy water pressurization type shield excavating machine
JPH0533583A (en) * 1991-07-29 1993-02-09 Okumura Corp Rectangular shield excavator
JPH0932715A (en) * 1995-07-20 1997-02-04 Sugino Mach Ltd Hydraulic motor and excavator using it

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03100300A (en) * 1989-09-11 1991-04-25 Okumura Corp Muddy water pressurization type shield excavating machine
JPH0533583A (en) * 1991-07-29 1993-02-09 Okumura Corp Rectangular shield excavator
JPH0932715A (en) * 1995-07-20 1997-02-04 Sugino Mach Ltd Hydraulic motor and excavator using it

Also Published As

Publication number Publication date
JPH057518B2 (en) 1993-01-28

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