JPS5845358Y2 - Pit drilling bit - Google Patents

Pit drilling bit

Info

Publication number
JPS5845358Y2
JPS5845358Y2 JP17028080U JP17028080U JPS5845358Y2 JP S5845358 Y2 JPS5845358 Y2 JP S5845358Y2 JP 17028080 U JP17028080 U JP 17028080U JP 17028080 U JP17028080 U JP 17028080U JP S5845358 Y2 JPS5845358 Y2 JP S5845358Y2
Authority
JP
Japan
Prior art keywords
earth
sand
suction port
removal pipe
auxiliary
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
JP17028080U
Other languages
Japanese (ja)
Other versions
JPS5796279U (en
Inventor
秀一 網代
正美 和田
Original Assignee
日立建機株式会社
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 日立建機株式会社 filed Critical 日立建機株式会社
Priority to JP17028080U priority Critical patent/JPS5845358Y2/en
Publication of JPS5796279U publication Critical patent/JPS5796279U/ja
Application granted granted Critical
Publication of JPS5845358Y2 publication Critical patent/JPS5845358Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、リバースサーキュレーションドリル工法また
はアースオーガニ法等において使用される竪穴掘削用ビ
ットに関する。
[Detailed Description of the Invention] The present invention relates to a pit drilling bit used in the reverse circulation drilling method, the earth organ method, etc.

第1図及び第2図は竪穴掘削用ビットの一つである工具
ビットの従来例を示し、1は掘削回転軸を兼ねた排土管
で、その下端には主の土砂吸込口1aが、かつ該吸込口
1aの周縁には半円状をなす補助の土砂吸込口1bが夫
々設けられている。
Figures 1 and 2 show a conventional example of a tool bit, which is one of the bits for pit excavation. 1 is an earth removal pipe that also serves as an excavation rotation axis, and at its lower end there is a main earth and sand suction port 1a, and Auxiliary earth and sand suction ports 1b each having a semicircular shape are provided at the periphery of the suction ports 1a.

2は排土管1に放射状に設けられた三枚の翼で、各翼2
は夫々120°ずつ角位相を異にし、かつ上反角とすく
い角とをもって排土管1の下部に固着されている。
2 are three blades provided radially on the earth removal pipe 1, each blade 2
are fixed to the lower part of the earth discharge pipe 1 with angular phases different from each other by 120°, and with a dihedral angle and a rake angle.

そして各翼2の下面には複数個の切削カッタ3が固着さ
れている。
A plurality of cutting cutters 3 are fixed to the lower surface of each blade 2.

4は排土管1の下端に固着されたヘッドカッタで、その
下部の回転掘削方向側前面には切削刃4aが設けられて
いると共に、中央には掘削土砂の塊を排土管1の主の土
砂吸込口1aへ円滑に導くための通過口4bが形成され
ている。
Reference numeral 4 denotes a head cutter fixed to the lower end of the earth removal pipe 1, and a cutting blade 4a is provided on the front surface of the lower part in the rotating excavation direction. A passage port 4b is formed to smoothly guide the air to the suction port 1a.

前記上の土砂吸込口1aの周壁端面(排土管1の下端面
)は平坦面に形成されている。
The peripheral wall end surface of the upper earth and sand suction port 1a (lower end surface of the earth discharge pipe 1) is formed into a flat surface.

また前記補助の土砂吸込口1bは、前記ヘッドカッタ4
を挾んで対向して設けられていると共に、第3図及び第
4図に示す如く吸込口周壁の内面が平坦面に形成されて
いる。
Further, the auxiliary earth and sand suction port 1b is connected to the head cutter 4.
As shown in FIGS. 3 and 4, the inner surface of the suction port peripheral wall is formed into a flat surface.

前記の工具ビットは、排土管1及び翼2の回転により、
第5図及び第6図に示す如く翼2下方の地盤は各翼2の
切削カッタ3にて掘削され、かつ排土管1直下の地盤は
ヘッドカッタ4にて掘削される。
The tool bit is rotated by the rotation of the earth removal pipe 1 and the blades 2.
As shown in FIGS. 5 and 6, the ground below the blades 2 is excavated by the cutting cutters 3 of each blade 2, and the ground directly below the earth removal pipe 1 is excavated by the head cutter 4.

そして掘削土砂は水と共に排土管1の主吸込口1a及び
補助吸込口1bから直接排土管1内に吸込まれ、また一
部の掘削土砂はヘッドカッタ4の通過孔4bを通過して
排土管1内に吸込まれていく。
The excavated earth and sand are sucked directly into the earth removal pipe 1 from the main suction port 1a and the auxiliary suction port 1b of the earth removal pipe 1 together with water, and some of the excavated earth and sand passes through the passage hole 4b of the head cutter 4 and is sucked into the earth earth removal pipe 1. It gets sucked inside.

尚、第5図において、Bは翼2に付着された土砂を示す
In addition, in FIG. 5, B indicates the earth and sand attached to the blade 2.

ところで、前述の工具ビットにおいては、ヘッドカッタ
4により掘削された土砂が、該ヘッドカッタ4の本体前
面にたまると共に、徐々に主、補助の吸込口1a、lb
方向へ盛り上がって付着圧密され易い傾向にある。
By the way, in the above-mentioned tool bit, the earth and sand excavated by the head cutter 4 accumulates on the front surface of the main body of the head cutter 4, and gradually leaks into the main and auxiliary suction ports 1a and 1b.
It tends to bulge in the direction and be easily compacted.

そして第7図に示した如く圧密土砂Aが排土管1におけ
る主、補助の吸込口1a、lbまで盛り上がった場合、
補助吸込口1bの周壁内面が、前記土砂Aが排土管1内
に吸込まれるときの移動面となる。
When the consolidated earth and sand A rises up to the main and auxiliary suction ports 1a and 1b in the earth removal pipe 1 as shown in Fig. 7,
The inner surface of the peripheral wall of the auxiliary suction port 1b becomes a moving surface when the earth and sand A is sucked into the earth discharge pipe 1.

しかし、従来の工具ビットでは、補助吸込口1bの周壁
内面が平坦面に形成されているので、前記土砂Aには排
土管1内へ移動される力Fと排土管1外へ移動させる力
F′とが略水平に作用して、該土砂Aがどちらにも移動
しない状態、つまり吸込口に固着された状態どなって吸
込口に大きな吸込抵抗を与えることになる。
However, in the conventional tool bit, since the inner surface of the peripheral wall of the auxiliary suction port 1b is formed as a flat surface, the earth and sand A is subjected to a force F to be moved into the earth removal pipe 1 and a force F to be moved to the outside of the earth removal pipe 1. ' acts substantially horizontally, and the soil A is in a state where it does not move in either direction, that is, a state where it is stuck to the suction port, giving a large suction resistance to the suction port.

この状態は平坦面の幅、つまり排土管1の肉厚Gが厚く
なるに従い大きくなる。
This condition increases as the width of the flat surface, that is, the wall thickness G of the earth removal pipe 1 increases.

そして、吸込抵抗の増加はサクションポンプによる揚水
性能を低下させ、掘削、排土を連続して行う掘進能率を
著しく低下させてしまう。
In addition, the increase in suction resistance reduces the water pumping performance of the suction pump, and significantly reduces the excavation efficiency in which excavation and earth removal are performed continuously.

また、前記土砂Aが多くなると、ついには、補助の吸込
口1bのみならず主の吸込口1aが閉塞されと、掘削、
排土が不可能となってしまう慣れがある。
Moreover, when the amount of earth and sand A increases, not only the auxiliary suction port 1b but also the main suction port 1a are blocked, and the excavation
There is a habit of making soil removal impossible.

本考案の目的は、従来技術の問題点を解消し、圧密生砂
が排土管における主、補助の土砂吸込口まで盛り上がっ
た場合、該土砂の吸込口での固着状態を防止して吸込抵
抗を小さくでき、掘削、排土による掘削能率を良好にす
ることができる竪穴掘削用ビットを提供することにある
The purpose of the present invention is to solve the problems of the conventional technology, and when compacted green sand rises up to the main and auxiliary sand suction ports in the earth discharge pipe, it prevents the soil from sticking at the suction ports and reduces suction resistance. An object of the present invention is to provide a pit drilling bit which can be made small and can improve excavation efficiency through excavation and soil removal.

この目的を達成するために、本考案は、下端に主の土砂
吸込口を、かつ該吸込口の周縁に半円状をなす補助の土
砂吸込口を有する回転可能な排土管と、排土管の下部に
上反角とすくい角とをもって放射状に固設された複数の
翼と、各員に取付けられた複数個の切削カッタと、前記
排土管の下端に固設され、かつ中央部に土砂通過孔を有
するヘッドカッタとを備えた竪穴掘削用ビットにおいて
、前記補助の土砂吸込口の周壁に、土砂を切断しうる刃
部を形成したことを特徴とするものである。
To achieve this purpose, the present invention provides a rotatable soil removal pipe having a main earth and sand suction port at the lower end and a semicircular auxiliary earth and sand suction port at the periphery of the suction port; A plurality of blades fixed radially at the bottom with a dihedral angle and a rake angle, a plurality of cutting cutters attached to each member, and a plurality of blades fixed to the lower end of the earth removal pipe, and an earth and sand passage section in the center. The pit drilling bit is equipped with a head cutter having a hole, and is characterized in that a blade portion capable of cutting earth and sand is formed on the peripheral wall of the auxiliary earth and sand suction port.

以下、本考案の詳細を図面に従って説明する。The details of the present invention will be explained below with reference to the drawings.

第8図は本考案による三員ビットの正面図、第9図は第
8図のに−に矢視図、第10図は第8図における排土管
の補助の土砂吸込口の断面図を示している。
Fig. 8 is a front view of the three-membered bit according to the present invention, Fig. 9 is a view taken along the - arrow in Fig. 8, and Fig. 10 is a cross-sectional view of the auxiliary earth and sand suction port of the earth removal pipe in Fig. 8. ing.

図において、第1図及び第2図と同一符号のものは同じ
もの、もしくは相当するものを表わしている。
In the figures, the same reference numerals as in FIGS. 1 and 2 represent the same or equivalent items.

排土管1における補助の土砂吸込口1’bの周壁内面に
は、2つのテーパ面T1.T2から成る刃部が形成され
ている。
The inner surface of the peripheral wall of the auxiliary earth and sand suction port 1'b in the earth discharge pipe 1 has two tapered surfaces T1. A blade portion consisting of T2 is formed.

しかるに、本考案による三員ビットでは、第11図に示
した如く圧密土砂A′が排土管1における吸込口1a及
びl’bまで盛り上がった場合、該土砂A′は補助吸込
口1’bの刃部によって切断される。
However, in the three-membered bit according to the present invention, when the consolidated earth and sand A' rises up to the suction ports 1a and l'b in the earth removal pipe 1 as shown in FIG. Cut by the blade.

つまり圧密土砂A′を吸込方向へ移動させる力Eと排土
管1外へ移動させる力E′とが吸込方向に対して交差す
る方向に作用することにより、土砂A′が切断される。
That is, the earth and sand A' is cut by the force E that moves the consolidated earth and sand A' in the suction direction and the force E' that moves the earth and sand A' out of the earth discharge pipe 1 in a direction crossing the suction direction.

従って、土砂A′が吸込口で層着される状態とならない
から吸込抵抗が小さくなり、掘削、排土による掘進能率
が良好となる。
Therefore, since the soil A' is not layered at the suction port, the suction resistance is reduced, and the efficiency of excavation and soil removal is improved.

また、土砂A′が切断されることにより吸込口が閉塞さ
れることもない。
Further, the suction port will not be blocked due to cutting of the earth and sand A'.

尚、本考案においては、補助吸込口1’bの周壁内面の
刃部を、第11図及び第12図に示した如く1つのテー
パ面で形成してもよく、また第13図に示した如く凸曲
面で形成してもよい。
In the present invention, the blade portion on the inner surface of the peripheral wall of the auxiliary suction port 1'b may be formed with one tapered surface as shown in FIGS. It may be formed with a convex curved surface as shown in FIG.

また、本考案では主の土砂吸込口1aの周壁端面に前記
と同様な刃部を形成するようにしてもよい。
Further, in the present invention, a blade similar to the above may be formed on the end surface of the peripheral wall of the main earth and sand suction port 1a.

以上説明したように、本考案による竪穴掘削用ビットに
おいては、圧密土砂が排土管の吸込口まで盛り上がった
場合、これを切断することにより吸込口での固着状態を
防止して吸込抵抗を小さくでき、掘削、排土による掘進
能率が良好となる。
As explained above, in the pit drilling bit according to the present invention, when consolidated earth and sand rises up to the suction port of the earth removal pipe, by cutting it, it is possible to prevent the solid state at the suction port and reduce the suction resistance. , the excavation efficiency of excavation and soil removal will be improved.

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

第1図は従来の三員ビットの正面図、第2図は第1図の
II −II矢視図、第3図は第1図における排土管の
補助の吸込口を示す正面図、第4図は第3図の断面図、
第5図は掘削状態を示す正面図、第6図は第5図のv■
−v■矢視図、第7図は第5図における排土管の吸込部
の拡大図、第8図は本考案による三員ビットの正面図、
第9図は第8図の■−■矢視図、第10図は第8図にお
ける排土管の補助の土砂吸込口の断面図、第11図は掘
削状態における排土管の吸込部の拡大図、第12図ない
し第14図は補助の土砂吸込口の他の例を示す断面図で
ある。 1・・・・・・排土管、1a・・・・・・主の土砂吸込
口、1′b・・・・・・補助の土砂吸込口、TI、T2
・・・・・・刃部を形成するテーパ面、2・・・・・・
翼、3・・・・・・切削カッタ、4・・・・・・ヘッド
カッタ、4b・・・・・・土砂通過孔。
Fig. 1 is a front view of a conventional three-member bit, Fig. 2 is a view taken along arrows II-II in Fig. 1, Fig. 3 is a front view showing the auxiliary suction port of the earth removal pipe in Fig. 1, and Fig. 4 is a front view of a conventional three-member bit. The figure is a cross-sectional view of Figure 3,
Figure 5 is a front view showing the state of excavation, Figure 6 is v■ of Figure 5.
-v ■ arrow view, Figure 7 is an enlarged view of the suction part of the earth removal pipe in Figure 5, Figure 8 is a front view of the three-membered bit according to the present invention,
Figure 9 is a view from the ■-■ arrow in Figure 8, Figure 10 is a sectional view of the auxiliary earth and sand suction port of the earth removal pipe in Figure 8, and Figure 11 is an enlarged view of the suction part of the earth removal pipe in the excavated state. , FIGS. 12 to 14 are sectional views showing other examples of the auxiliary earth and sand suction port. 1...Earth removal pipe, 1a...Main earth and sand suction port, 1'b...Auxiliary earth and sand suction port, TI, T2
...Tapered surface forming the blade part, 2...
Wing, 3... Cutting cutter, 4... Head cutter, 4b... Earth and sand passage hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 下端に主の土砂吸込口を、かつ該吸込口の周縁に半円状
をなす補助の土砂吸込口を有する回転可能な排土管と、
排土管の下部に上反角とすくい角とをもって放射状に固
設された複数の翼と、各翼に取付けられた複数個の切削
カッタと、前記排土管の下端に固設され、かつ中央部に
土砂通過孔を有するヘッドカッタとを備えた竪穴掘削用
ビットにおいて、前記補助の土砂吸込口の周壁に、土砂
を切断しうる刃部を形成したことを特徴とする竪穴掘削
用ビット。
a rotatable earth discharge pipe having a main earth and sand suction port at the lower end and a semicircular auxiliary earth and sand suction port around the periphery of the suction port;
A plurality of blades fixed radially at the bottom of the earth removal pipe with a dihedral angle and a rake angle, a plurality of cutting cutters attached to each blade, and a plurality of cutting cutters fixed at the lower end of the earth removal pipe and at the center thereof. and a head cutter having an earth and sand passage hole, the bit further comprising: a blade portion capable of cutting earth and sand formed on a peripheral wall of the auxiliary earth and sand suction port.
JP17028080U 1980-11-29 1980-11-29 Pit drilling bit Expired JPS5845358Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17028080U JPS5845358Y2 (en) 1980-11-29 1980-11-29 Pit drilling bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17028080U JPS5845358Y2 (en) 1980-11-29 1980-11-29 Pit drilling bit

Publications (2)

Publication Number Publication Date
JPS5796279U JPS5796279U (en) 1982-06-14
JPS5845358Y2 true JPS5845358Y2 (en) 1983-10-14

Family

ID=29528725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17028080U Expired JPS5845358Y2 (en) 1980-11-29 1980-11-29 Pit drilling bit

Country Status (1)

Country Link
JP (1) JPS5845358Y2 (en)

Also Published As

Publication number Publication date
JPS5796279U (en) 1982-06-14

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