JPS6141839Y2 - - Google Patents

Info

Publication number
JPS6141839Y2
JPS6141839Y2 JP6185583U JP6185583U JPS6141839Y2 JP S6141839 Y2 JPS6141839 Y2 JP S6141839Y2 JP 6185583 U JP6185583 U JP 6185583U JP 6185583 U JP6185583 U JP 6185583U JP S6141839 Y2 JPS6141839 Y2 JP S6141839Y2
Authority
JP
Japan
Prior art keywords
excavating
blades
blade
excavation
excavator
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
JP6185583U
Other languages
Japanese (ja)
Other versions
JPS59167895U (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 JP6185583U priority Critical patent/JPS59167895U/en
Publication of JPS59167895U publication Critical patent/JPS59167895U/en
Application granted granted Critical
Publication of JPS6141839Y2 publication Critical patent/JPS6141839Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案はシールド掘進機にかかり、詳しくは、
掘削刃の周辺に掘削土砂が滞溜することによる掘
削刃の折損等を防止したシールド掘進機に関す
る。
[Detailed explanation of the invention] (Industrial application field) This invention relates to a shield tunneling machine.
This invention relates to a shield excavator that prevents breakage of the excavating blade due to accumulation of excavated earth and sand around the excavating blade.

(従来技術) 第1図および第2図は従来のシールド掘進機に
おける回転掘削具C′を示している。図におい
て、31は駆動用モータ(図示せず)によつて駆
動される回転駆動軸であり、その先端部には複数
のカツターウイング32が放射状に配設され、そ
の前面には、タングステンカーバイトの如き超硬
質材料からなる超硬チツプ33aの一部を母材3
3bに埋め込んだ複数の掘削刃33が配設され、
かつカツターウイング32の中心部には中心掘削
刃34が配設されている。
(Prior Art) Figures 1 and 2 show a rotary excavator C' in a conventional shield excavator. In the figure, 31 is a rotary drive shaft driven by a drive motor (not shown), and a plurality of cutter wings 32 are arranged radially at the tip thereof, and a tungsten carving is provided on the front surface of the shaft. A part of the carbide chip 33a made of a superhard material such as a cutting tool is used as the base material 3.
A plurality of digging blades 33 embedded in 3b are arranged,
In addition, a central excavating blade 34 is disposed at the center of the cutter wing 32.

しかして、この種のシールド掘進機にあつて
は、いわゆるローリングを修正するために回転掘
削具C′が正逆転可能に形成されており、また、
複数の掘削刃33は前方の地山を万遍なく掘削で
きるように第2図に示す如く非対称に配設されて
いる。なお、第1図中、35は鋼板等からなるシ
ールド筒、36は隔壁、37は軸受およびシー
ル、38は切羽室、39は切羽室38内の掘削土
砂を搬送し排出するスクリユーコンベアーの如き
排土装置を示す。
However, in this type of shield excavator, the rotary excavator C' is configured to be reversible in the forward and reverse directions in order to correct the so-called rolling.
The plurality of excavation blades 33 are arranged asymmetrically as shown in FIG. 2 so that the ground in front can be evenly excavated. In FIG. 1, 35 is a shield cylinder made of steel plate, etc., 36 is a partition wall, 37 is a bearing and a seal, 38 is a face chamber, and 39 is a screw conveyor for conveying and discharging the excavated earth and sand in the face chamber 38. The soil removal device is shown.

この従来のシールド掘進機においては、正逆何
れの方向でも地山を掘削できるように、第2図に
示す如く各カツターウイング32の中心線の両側
に複数対の掘削刃33が対称的に並設されている
が、これによると第3図に示すように地山Gから
掘削された土砂G′が隣合う掘削刃33の相互間
に滞溜し易く、この掘削土砂G′によつて掘削刃
33の母材33bが摩耗し、ひいては超硬チツプ
33aが欠落してしまうという欠点があつた。こ
のため、掘削刃33の交換に極めて煩雑な手間を
要し、また多大な経費を必要としていた。更に、
正逆両方向に掘削するために多数の掘削刃33を
必要とし、コスト高となる欠点があつた。なお、
第3図中、dは地山Gの切込深さを示す。
In this conventional shield excavator, a plurality of pairs of excavating blades 33 are arranged symmetrically on both sides of the center line of each cutter wing 32, as shown in FIG. However, according to this, as shown in Fig. 3, the earth and sand G' excavated from the ground G tends to accumulate between adjacent excavation blades 33, and this excavated earth and sand G' There was a drawback that the base material 33b of the excavating blade 33 was worn out, and as a result, the carbide tip 33a was lost. For this reason, replacing the excavating blade 33 requires extremely complicated labor and costs. Furthermore,
In order to excavate in both forward and reverse directions, a large number of excavation blades 33 are required, which has the drawback of increasing costs. In addition,
In FIG. 3, d indicates the cutting depth of the ground G.

本考案は上記の欠点を解消するために提案され
たものである。
The present invention has been proposed to overcome the above-mentioned drawbacks.

(考案の目的) 本考案の目的は、カツターウイングの前面に、
その回動方向に沿つて隣り合わないように複数の
掘削刃を配設すると共に、個々の掘削刃を、前記
カツターウイングの正逆転何れの場合においても
夫々単独で地山を掘削できるように構成した回転
掘削具を用いることにより、掘削刃相互間への掘
削土砂の滞溜を防止し、掘削刃の母材の摩耗やこ
れに基づく超硬チツプの欠落を防いで掘削刃の交
換に要する手間の削減を図り、かつコストの低減
を可能としたシールド掘進機を提供することにあ
る。
(Purpose of the invention) The purpose of the invention is to place a
A plurality of excavation blades are disposed so as not to be adjacent to each other along the direction of rotation thereof, and each excavation blade can excavate the ground independently in either case of forward or reverse rotation of the cutter wing. By using the constructed rotary excavation tool, it is possible to prevent excavated soil from accumulating between the excavation blades, prevent the base material of the excavation blade from wearing out and the resulting loss of carbide chips, and reduce the amount of time required to replace the excavation blade. An object of the present invention is to provide a shield excavator that reduces labor and costs.

(考案の構成) 以下、図に沿つて本考案を説明する。(Structure of the idea) The present invention will be explained below with reference to the drawings.

第4図ないし第8図は本考案の第1実施例を示
すもので、第4図および第5図においてCは回転
掘削具を示している。この回転掘削具Cは、シー
ルド筒1内の隔壁2の中央部に設けられた軸受3
を貫通する回転駆動軸4を備え、その先端部にカ
ツターウイング5を放射状(例えば十字形)に固
設すると共に、このカツターウイング5の中央部
に中央掘削刃7を固設し、かつ各カツターウイン
グ5の長さ方向に沿つて複数の掘削刃6を適宜な
間隔をおいて配設することにより構成されてい
る。
4 to 8 show a first embodiment of the present invention, and in FIGS. 4 and 5, C indicates a rotary excavator. This rotating excavator C has a bearing 3 provided at the center of a partition wall 2 in a shield cylinder 1.
A cutter wing 5 is fixed to the tip of the rotary drive shaft 4 in a radial manner (for example, in a cross shape), and a central excavation blade 7 is fixed to the center of the cutter wing 5. It is constructed by arranging a plurality of excavating blades 6 at appropriate intervals along the length direction of each cutter wing 5.

しかして、個々の掘削刃6は、第4図ないし第
6図に示す如くほぼ6角柱状を呈する鋼材の如き
母材6bの先端部にタングステンカーバイトの如
き超硬質材料からなる超硬チツプ6aを埋込み、
その一部を直線状に前方へ露出させて形成されて
おり、詳しくは第6図に示すように超硬チツプ6
aの前後、すなわち超硬チツプ6aを中心として
掘削方向の前後の母材6bを切除して尖鋭状に形
成され、単一の掘削刃6により回転掘削具Cの正
逆何れの回転時にも地山Gを掘削し得るように考
慮されている。また、これらの掘削刃6は、前方
の地山Gを万遍なく掘削するためにカツターウイ
ング5の中央部を介して非対称に配設されてい
る。なお、第4図において8は切羽室、9は排土
装置、第6図においてαは逃げ角、α′は逃げ角
αにほぼ等しいすくい角、dは切込深さを夫々示
す。
As shown in FIGS. 4 to 6, each excavating blade 6 has a base material 6b made of steel having a substantially hexagonal column shape, and a carbide chip 6a made of a superhard material such as tungsten carbide attached to the tip of the base material 6b. embed,
It is formed by exposing a part of it to the front in a straight line, and in detail, as shown in FIG.
It is formed into a sharp shape by cutting the base material 6b in the front and back of a, that is, the front and back of the base material 6b in the excavation direction centering on the carbide tip 6a. It is designed to be able to excavate Mt. G. Further, these excavation blades 6 are asymmetrically disposed through the center of the cutter wing 5 in order to evenly excavate the ground G in front. In FIG. 4, 8 is a face chamber, 9 is an earth removal device, in FIG. 6, α is a clearance angle, α' is a rake angle approximately equal to the clearance angle α, and d is a cutting depth.

ここで、掘削刃6としては上記したもののほ
か、第7図に示す如く6角柱状の母材6b1に埋設
した超硬チツプ6a1の先端部に角を付けたもの
や、第8図の如く円柱状の母材6b2に埋設した超
硬チツプ6a2の先端部を直線状にしたもの等を予
定している。
Here, in addition to the above-mentioned excavating blade 6, a carbide chip 6a 1 embedded in a hexagonal columnar base material 6b 1 with a corner as shown in FIG. The plan is to use a carbide chip 6a 2 embedded in a cylindrical base material 6b 2 with a straight tip end.

しかして、その動作は、駆動用モータ(図示せ
ず)に従動して回転駆動軸4が回転し、第6図に
示すように掘削刃6が地山Gを掘削する。この
際、本考案では従来の如く一対の掘削刃を掘削方
向に沿つて並設するものではなく、単一の掘削刃
6によつて正逆両方向の掘削を可能にしているた
め、掘削土砂は正逆何れの回転時にも掘削刃6の
周囲に滞溜することなく超硬チツプ6aの周囲か
らスムーズに排出され、母材6bが摩耗したり超
硬チツプ6aが欠落するおそれがない。なお、シ
ールド掘進機全体の動作の一実施例としては、例
えば周知のように切羽室8内の掘削土砂に適宜、
粘性付与材等を注入し、攪拌、混合して泥土と化
し、その土圧により切羽の崩壊を防止しつつ排土
装置9により掘削土砂を排出しながら掘進してい
くもの等が考えられる。
In this operation, the rotary drive shaft 4 rotates as a result of a drive motor (not shown), and the excavation blade 6 excavates the ground G as shown in FIG. At this time, the present invention does not have a pair of excavating blades arranged side by side along the excavation direction as in the past, but uses a single excavating blade 6 to enable excavation in both forward and reverse directions. The carbide chips 6a are smoothly discharged from around the carbide chips 6a without being accumulated around the excavation blade 6 during either forward or reverse rotation, and there is no risk of the base metal 6b being worn or the carbide chips 6a being chipped. In addition, as an example of the operation of the entire shield excavator, for example, as is well known, the excavated earth and sand in the face chamber 8 are
A conceivable method is to inject a viscosity imparting material or the like, stir and mix it to turn it into mud, and then excavate while preventing the face from collapsing due to the earth pressure and discharging the excavated soil using the earth removal device 9.

次に、第9図は第2の実施例における回転掘削
具C1を示しており、この実施例では1本のカツ
ターヘツド5につき各3個の掘削刃6が縦列に固
着されている。すなわち、第9図において縦方向
のカツターウイング5に固着された掘削刃6は中
央掘削刃7を介して対称的に配置され、同様に横
方向のカツターウイング5に固着された掘削刃6
も夫々対称的に配置されている。この実施例によ
れば、回転掘削具C1が1回転することにより切
羽面の1点は夫々対称の位置にある2個の掘削刃
6によつて2重に掘削されることとなり、言い換
えれば固い地盤を掘削する場合などにおいて1個
の掘削刃6が負担する切込み量が第1の実施例の
1/2になるため、掘削刃6ないし超硬チツプ6a
の損耗を一層有効に防止できるものである。この
実施例においても、掘削刃6として第7図または
第8図のものを用いることが可能である。
Next, FIG. 9 shows a rotary excavator C 1 according to a second embodiment, in which three excavating blades 6 are fixed to one cutter head 5 in tandem. That is, in FIG. 9, the cutting blades 6 fixed to the cutter wings 5 in the vertical direction are arranged symmetrically with the central cutting blade 7 interposed therebetween, and the cutting blades 6 fixed to the cutter wings 5 in the horizontal direction are arranged symmetrically.
They are also arranged symmetrically. According to this embodiment, when the rotary excavator C 1 rotates once, one point on the face is doubly excavated by the two excavating blades 6 located at symmetrical positions. In other words, In the case of excavating hard ground, etc., the amount of cutting carried by one excavation blade 6 is different from that of the first embodiment.
Since it is 1/2, use drilling blade 6 or carbide tip 6a.
This makes it possible to more effectively prevent wear and tear. In this embodiment as well, it is possible to use the digging blade 6 shown in FIG. 7 or 8.

更に、第10図および第11図は第3の実施例
を示している。この実施例の回転掘削具C2は、
掘削刃6をカツターウイング5の両側縁から交互
に突設してほぼ千鳥足状に配設することにより構
成されている。この実施例にあつても、互いに隣
合う掘削刃6は掘削方向、つまりカツターウイン
グ5の回動方向に沿つて並んでいないため、掘削
刃6相互間に掘削土砂が滞溜せず、掘削土砂を円
滑に排出することができる。なお、第11図中、
dは前記同様に切込深さ、αは逃げ角、α′は逃
げ角αにほぼ等しいすくい角を夫々示す。
Furthermore, FIGS. 10 and 11 show a third embodiment. The rotary excavator C 2 of this example is:
It is constructed by protruding alternately from both side edges of the cutter wing 5 and disposing the digging blades 6 in a substantially staggered manner. Even in this embodiment, since the adjacent digging blades 6 are not lined up along the excavation direction, that is, the rotating direction of the cutter wing 5, the excavated soil does not accumulate between the excavating blades 6, and the Earth and sand can be discharged smoothly. In addition, in Figure 11,
As before, d is the depth of cut, α is the clearance angle, and α' is the rake angle approximately equal to the clearance angle α.

上述した各実施例において、図示するように掘
削刃6を構成する超硬チツプ6aの大部分を母材
6b中に埋設することにより、掘削刃6が地山G
内の砂礫等に衝突した際の衝撃力を超硬チツプ6
aを介して母材6bにより吸収することができ、
超硬チツプ6aの折損を未然に防止することがで
きる。
In each of the embodiments described above, most of the carbide chips 6a constituting the excavating blade 6 are buried in the base material 6b as shown in the figure, so that the excavating blade 6 can penetrate the ground G.
Carbide chips 6 reduce the impact force when colliding with gravel, etc.
can be absorbed by the base material 6b through a,
Breakage of the carbide chip 6a can be prevented.

(考案の効果) 以上のように本考案によれば、正逆転可能な回
転駆動軸の先端部に複数のカツターウイングを配
設し、これらのカツターウイングの前面に前記カ
ツターウイングの回動方向に沿つて隣り合わない
ように複数の掘削刃を配設すると共に、個々の前
記掘削刃を正逆両方向に掘削可能に構成してなる
回転掘削具を備えたから、従来のように隣り合う
掘削刃の相互間に掘削土砂が滞溜するおそれが全
くなく、掘削刃の母材の摩耗やこれに基づく超硬
チツプの欠落を未然に防止して掘削刃の交換に要
する手間や経費の削減が図れる効果を有する。ま
た、各掘削刃は夫々単独で正逆両方向の掘削が可
能であるため、掘削刃の数も従来より少なくて済
み、その分コストの低減が図れる利点がある。
(Effects of the invention) As described above, according to the invention, a plurality of cutter wings are disposed at the tip of a rotary drive shaft capable of forward and reverse rotation, and the rotation of the cutter wing is provided on the front surface of these cutter wings. A rotary excavator is provided in which a plurality of excavating blades are arranged so as not to be adjacent to each other along the moving direction, and the individual excavating blades are configured to be able to excavate in both forward and reverse directions. There is no risk of excavated soil accumulating between the excavating blades, and the wear and tear of the base material of the excavating blades and resulting chipping of the carbide chips is prevented, reducing the effort and expense required to replace the excavating blades. It has the effect of achieving Furthermore, since each excavating blade can independently excavate in both forward and reverse directions, the number of excavating blades can be reduced compared to the conventional method, which has the advantage of reducing costs accordingly.

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

第1図ないし第3図は従来のシールド掘進機を
示すもので、第1図は要部の縦断面図、第2図は
回転掘削具の正面図、第3図は動作時における第
2図のA−A拡大断面図、第4図ないし第8図は
本考案の第1実施例を示しており、第4図は要部
の縦断面図、第5図は回転掘削具の正面図、第6
図は動作時における第5図のB−B拡大断面図、
第7図および第8図は夫々掘削刃の他の実施例を
示す斜視図、第9図は本考案の第2実施例を示す
回転掘削具の正面図、第10図および第11図は
本考案の第3実施例を示すもので、第10図は回
転掘削具の正面図、第11図は動作時における第
10図のD−D拡大断面図である。 C,C1,C2……回転掘削具、4……回転駆動
軸、5……カツターウイング、6……掘削刃、6
a,6a1,6a2……超硬チツプ、6b,6b1,6
b2……母材。
Figures 1 to 3 show a conventional shield excavator, in which Figure 1 is a longitudinal sectional view of the main parts, Figure 2 is a front view of the rotary excavator, and Figure 3 is the second view during operation. 4 to 8 show the first embodiment of the present invention, FIG. 4 is a longitudinal sectional view of the main part, FIG. 5 is a front view of the rotary excavation tool, 6th
The figure is an enlarged sectional view taken along line B-B in Figure 5 during operation.
FIGS. 7 and 8 are perspective views showing other embodiments of the excavating blade, FIG. 9 is a front view of a rotary excavator showing a second embodiment of the present invention, and FIGS. 10 and 11 are the main 10 is a front view of the rotary excavator, and FIG. 11 is an enlarged sectional view taken along the line DD in FIG. 10 during operation. C, C 1 , C 2 ... Rotating drilling tool, 4 ... Rotating drive shaft, 5 ... Cutter wing, 6 ... Drilling blade, 6
a, 6a 1 , 6a 2 ... carbide chip, 6b, 6b 1 , 6
b 2 ...Base material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 正逆転可能な回転駆動軸の先端部に複数のカツ
ターウイングを配設し、これらのカツターウイン
グの前面に前記カツターウイングの回動方向に沿
つて隣り合わないように複数の掘削刃を配設する
と共に、個々の前記掘削刃を正逆両方向に掘削可
能に構成してなる回転掘削具を備えたことを特徴
とするシールド掘進機。
A plurality of cutter wings are disposed at the tip of a rotary drive shaft capable of forward and reverse rotation, and a plurality of cutting blades are arranged in front of these cutter wings so as not to be adjacent to each other along the rotational direction of the cutter wings. What is claimed is: 1. A shield excavator comprising: a rotary excavator in which the excavating blades are configured to be capable of excavating in both forward and reverse directions;
JP6185583U 1983-04-25 1983-04-25 shield tunneling machine Granted JPS59167895U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6185583U JPS59167895U (en) 1983-04-25 1983-04-25 shield tunneling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6185583U JPS59167895U (en) 1983-04-25 1983-04-25 shield tunneling machine

Publications (2)

Publication Number Publication Date
JPS59167895U JPS59167895U (en) 1984-11-10
JPS6141839Y2 true JPS6141839Y2 (en) 1986-11-27

Family

ID=30192070

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6185583U Granted JPS59167895U (en) 1983-04-25 1983-04-25 shield tunneling machine

Country Status (1)

Country Link
JP (1) JPS59167895U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002349191A (en) * 2001-05-23 2002-12-04 Nkk Corp Cutter head for shield machine and shield machine using the same
JP5600291B2 (en) * 2010-12-08 2014-10-01 株式会社奥村組 Rotating cutter of mud pressure shield machine

Also Published As

Publication number Publication date
JPS59167895U (en) 1984-11-10

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