JP2513075Y2 - Cutting destination conduit device - Google Patents

Cutting destination conduit device

Info

Publication number
JP2513075Y2
JP2513075Y2 JP5483392U JP5483392U JP2513075Y2 JP 2513075 Y2 JP2513075 Y2 JP 2513075Y2 JP 5483392 U JP5483392 U JP 5483392U JP 5483392 U JP5483392 U JP 5483392U JP 2513075 Y2 JP2513075 Y2 JP 2513075Y2
Authority
JP
Japan
Prior art keywords
hammer
head
pipe
cover plate
attached
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 - Lifetime
Application number
JP5483392U
Other languages
Japanese (ja)
Other versions
JPH068495U (en
Inventor
政美 黒澤
Original Assignee
有限会社黒澤工業
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 有限会社黒澤工業 filed Critical 有限会社黒澤工業
Priority to JP5483392U priority Critical patent/JP2513075Y2/en
Publication of JPH068495U publication Critical patent/JPH068495U/en
Application granted granted Critical
Publication of JP2513075Y2 publication Critical patent/JP2513075Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】この考案は、水平ボウリング削進
工法に用いる先導管装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a leading conduit device used in a horizontal bowling cutting method.

【0002】[0002]

【従来の技術】先端周縁にビットを取り付けた管に回転
力と推力を与えて土中を水平に削り進む工法が、下水道
工事等、市街地の管きょ工事に広く使われている。しか
し、削進すべき岩盤が特に硬いと、この工法は使えな
い。
2. Description of the Related Art A method in which a pipe having a bit attached to the tip of its tip is given a rotational force and a thrust to horizontally shave underground is widely used for pipe work in urban areas such as sewer work. However, this method cannot be used if the bedrock to be cut is particularly hard.

【0003】[0003]

【考案が解決しようとする課題】そこで、先導管にエア
ハンマを取り付けてハンマの打撃力を併用してみたとこ
ろ、硬い岩盤も削進できることが判明した。しかし、削
進方向を修正するために、管を両方向に小刻みに回転さ
せると、エアハンマのヘッドが外れてしまうという問題
があった。これは、ヘッドが本体部にねじこみで取り付
けられているためである。また、スライム(掘削土)が
エアハンマのまわりに侵入するため、削進方向が狂った
り、ハンマヘッドの首が曲損したりもする。
[Problems to be Solved by the Invention] Then, when an air hammer was attached to the leading conduit and the hammer's striking force was used together, it was found that even hard rock could be cut. However, when the pipe is rotated in both directions in small increments in order to correct the traveling direction, the air hammer head comes off. This is because the head is attached to the main body by screwing. In addition, since slime (excavated soil) enters around the air hammer, the cutting direction may change and the neck of the hammer head may be damaged.

【0004】この考案は、管をいずれの方向に回転して
も、エアハンマのヘッドが脱落しないようにすると共
に、スライムの取り込みを防ぐことことを目的とする。
The object of the present invention is to prevent the head of the air hammer from falling off and prevent the slime from being taken in regardless of the direction in which the tube is rotated.

【0005】[0005]

【課題を解決するための手段】周縁にビットを植設した
先導管の内部を板で仕切って小区画を形成し、この小区
画の開口を塞ぐように覆板を取り付ける。この覆板にあ
けた穴からハンマヘッドが出没する格好で該小区画内に
エアハンマを取り付ける。該ハンマヘッドは横断面が非
円形であり、該穴はこのハンマに適合する形状を有して
いる。
A small section is formed by partitioning the inside of a leading conduit in which a bit is planted in the peripheral edge with a plate, and a cover plate is attached so as to close the opening of this small section. An air hammer is installed in the small compartment such that the hammer head appears and disappears through the hole formed in the cover plate. The hammer head has a non-circular cross section and the hole has a shape adapted to the hammer.

【0006】[0006]

【作用】埋設すべき管を削進機で回しながら推すと、管
の先頭の先導管はビットで地盤を削りながら進む。硬い
岩盤に遭遇した時は、エアハンマを作動させ、ハンマの
打撃力で岩を破砕しながら進む。
When the pipe to be buried is pushed while turning it with a machine, the leading pipe at the head of the pipe advances while cutting the ground with a bit. When you encounter a hard bedrock, activate the air hammer and crush the rock with the hammer's striking force.

【0007】削進方向が狂ったときは、管を左右に小刻
みに交互に回す。こうすると、先導管はハンマのある方
向に曲って行き、軌道修正ができる。管を左右に回した
とき、ハンマヘッドが弛み方向に回ろうとするが、ハン
マヘッドが出没する穴の形状が該ハンマの非円形断面形
状と適合しているので、弛むことがない。
When the traveling direction is wrong, the pipe is alternately turned left and right in small steps. This allows the leading conduit to bend in the direction of the hammer and correct the trajectory. When the pipe is turned to the left and right, the hammer head tries to turn in the direction of slack, but since the shape of the hole in which the hammer head appears and disappears matches the non-circular cross-sectional shape of the hammer, it does not sag.

【0008】なお、エアハンマは7は板13及び覆板1
5で囲われた区画内にあるので、スライムの取り込みは
ない。
The air hammer 7 is a plate 13 and a cover plate 1.
There is no slime uptake as it is in the compartment surrounded by 5.

【0009】[0009]

【実施例】図1〜3に示すように、先導管1の先端周縁
に沿ってビット(刃)3を植設する。先導管1の内面に
筒体5を取り付け、その中にエアハンマ7の本体を収
め、その後部を、先導管1に固定したスラストブロック
9で支持する。符号11は圧縮空気を送るパイプであ
る。
EXAMPLE As shown in FIGS. 1 to 3, a bit (blade) 3 is planted along the peripheral edge of the tip of a tip conduit 1. The tubular body 5 is attached to the inner surface of the front conduit 1, the main body of the air hammer 7 is housed therein, and the rear part is supported by the thrust block 9 fixed to the front conduit 1. Reference numeral 11 is a pipe for sending compressed air.

【0010】なお、エアハンマ7は、そのヘッド7aが
先導管1の外径よりさらに5mmほど外に出っ張るように
取り付ける。ビット3は、ハンマ7の反対側では先端が
内側に5mmほど引っ込めて取り付け、ハンマ7に近づく
にしたがって徐々に外に向けて取り付ける。
The air hammer 7 is mounted so that the head 7a thereof projects further by about 5 mm from the outer diameter of the leading conduit 1. The bit 3 is attached so that the tip of the bit 3 is retracted inward by about 5 mm on the side opposite to the hammer 7, and gradually approaches the hammer 7 toward the outside.

【0011】筒体5の上は板13でカバーして小区画1
4を形成し、小区画の開口を覆板15で塞ぐ。覆板15
には穴15aがあいており、この穴からハンマヘッド7
aが出没する。ヘッド7aは歯車のような形をしている
が、穴15aはこれに適合する形状をしており、したが
って、ヘッドは軸方向に動くことはできるが、覆板すな
わちハンマ本体に対して回転することはできない。
The upper part of the cylindrical body 5 is covered with a plate 13 to cover the small section 1.
4 is formed, and the opening of the small section is closed by the cover plate 15. Cover plate 15
There is a hole 15a in the hammer head 7
a appears and disappears. The head 7a is shaped like a gear, but the hole 15a is shaped to match, so that the head can move axially but rotates with respect to the cover plate or hammer body. It is not possible.

【0012】使用する時は、図4に示すように竪坑17
に設置した削進機18に埋設すべき管21を取り付け、
この管を1分間に数回転のゆっくりした速度で回転させ
ながら前に押しやる。先導管1はビット3で岩盤を削り
ながら前進する。掘削土は管21の中を通って竪坑から
排出される。岩盤が硬い時は、ヘアハンマ7を使う。ハ
ンマヘッド7aは前後に振動して岩盤を砕き、先導管1
の推進を可能にする。
When used, as shown in FIG.
Attach the pipe 21 to be buried in the machine 18 installed in
Push the tube forward while rotating it at a slow speed of several revolutions per minute. The tip conduit 1 advances while shaving the rock with the bit 3. The excavated soil passes through the pipe 21 and is discharged from the vertical shaft. If the bedrock is hard, use a hair hammer 7. The hammer head 7a vibrates back and forth to crush the bedrock, and
Enable the promotion of.

【0013】管の芯がずれた時は、ハンマヘッド7aが
修正すべき方向を向くようにセットし、この状態を中心
に左右に交互に小刻みに(たとえば、120度の角度
で)管21を回転する。こうすれば、ハンマヘッドのあ
る側が反対側より多く切削されるので、先導管はハンマ
ヘッドのある方向に曲って行く。こうして方向を修正し
た後、管を再び一方向に回転し掘り進む。
When the core of the pipe is deviated, the hammer head 7a is set so as to face the direction to be corrected, and the pipe 21 is alternated in small increments (for example, at an angle of 120 degrees) centered on this state. Rotate. In this way, the side with the hammer head is cut more than the opposite side, so that the leading conduit bends in the direction with the hammer head. After correcting the direction in this way, the pipe is rotated in one direction again to dig.

【0014】管21をこのように左右に交互に回したと
き、ハンマヘッド7aは覆板15に拘束されるので、弛
み方向に回ることがなく、したがって、ヘッドがハンマ
本体から脱落することはない。なお、板13,15はエ
アハンマのある区画にスライムが進入するのを防止す
る。
When the tube 21 is alternately turned to the left and right in this way, the hammer head 7a is restrained by the cover plate 15 so that it does not rotate in the slack direction, and therefore the head does not drop from the hammer body. . The plates 13 and 15 prevent slime from entering the compartment having the air hammer.

【0015】[0015]

【考案の効果】以上説明したように、この考案の削進管
は、先端にビットを取り付けた先導管の先端開口の一部
を塞ぐように覆板を取り付け、この覆板に、横断面が非
円形断面の該ハンマに適合する形状と大きさの穴をあ
け、この穴からハンマヘッドが出没する格好で先導管の
内壁に沿ってエアハンマを取り付けたものであり、管を
いずれの方向に回転させても、ハンマヘッドが弛んで脱
落することがなく、したがって、管を左右両方向に小刻
みに回して削進方向を修正することができる効果があ
る。
As described above, in the escapement tube of the present invention, the cover plate is attached so as to block a part of the tip opening of the leading conduit having the bit attached to the tip, and the cross section of the cover plate is changed. A hole of a shape and size that fits the hammer with a non-circular cross section is made, and an air hammer is attached along the inner wall of the leading conduit so that the hammer head appears and disappears from this hole, and the pipe can be rotated in either direction. Even if it is done, the hammer head does not loosen and fall off, and therefore, there is an effect that the tube can be rotated in the left and right directions in small increments to correct the cutting direction.

【0016】また、エアハンマは板で囲われた区画の中
にあるので、スライムの取り込みがなく、削進方向の狂
いおよびエアハンマの損傷を防止することができる。
Further, since the air hammer is in the section surrounded by the plate, slime is not taken in, and it is possible to prevent the deviation of the traveling direction and the damage of the air hammer.

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

【図1】先導管の断面図である。FIG. 1 is a cross-sectional view of a leading conduit.

【図2】同じく正面図である。FIG. 2 is a front view of the same.

【図3】図1のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 1;

【図4】使用状態の説明図である。FIG. 4 is an explanatory diagram of a usage state.

【符号の説明】[Explanation of symbols]

1 先導管 3 ビット 7 エアハンマ 7a ヘッド 14 小区画 15 覆板 15a 穴 1 tip conduit 3 bit 7 air hammer 7a head 14 small section 15 cover plate 15a hole

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 周縁にビット(3)を植設した先導管
(1)の内部を板(13)で仕切って小区画(14)を
設け、この小区画の開口を塞ぐように覆板(15)を取
り付け、この覆板にあけた穴(15a)からハンマヘッ
ド(7a)が出没する格好で該小区画内にエアハンマ
(7)を取り付けたものであり、該ハンマヘッドは横断
面が非円形であり、該穴はこのハンマに適合する形状を
有していることを特徴とする削進先導管装置。
1. A small section (14) is provided by partitioning the inside of a leading conduit (1) having a bit (3) planted at its periphery with a plate (13), and a cover plate (that closes the opening of this small section). 15) is attached, and the hammer head (7a) appears in and out from the hole (15a) formed in this cover plate, and the air hammer (7) is attached in the small section, and the hammer head has a non-cross section. A drilling conduit device, characterized in that it is circular and the hole has a shape that fits this hammer.
JP5483392U 1992-07-13 1992-07-13 Cutting destination conduit device Expired - Lifetime JP2513075Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5483392U JP2513075Y2 (en) 1992-07-13 1992-07-13 Cutting destination conduit device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5483392U JP2513075Y2 (en) 1992-07-13 1992-07-13 Cutting destination conduit device

Publications (2)

Publication Number Publication Date
JPH068495U JPH068495U (en) 1994-02-04
JP2513075Y2 true JP2513075Y2 (en) 1996-10-02

Family

ID=12981644

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5483392U Expired - Lifetime JP2513075Y2 (en) 1992-07-13 1992-07-13 Cutting destination conduit device

Country Status (1)

Country Link
JP (1) JP2513075Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5272610U (en) * 1975-11-12 1977-05-31

Also Published As

Publication number Publication date
JPH068495U (en) 1994-02-04

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