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JPH0448157B2 - - Google Patents

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Publication number
JPH0448157B2
JPH0448157B2 JP1225587A JP1225587A JPH0448157B2 JP H0448157 B2 JPH0448157 B2 JP H0448157B2 JP 1225587 A JP1225587 A JP 1225587A JP 1225587 A JP1225587 A JP 1225587A JP H0448157 B2 JPH0448157 B2 JP H0448157B2
Authority
JP
Japan
Prior art keywords
bit
casing
carrier
striking
hammer
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
JP1225587A
Other languages
Japanese (ja)
Other versions
JPS63181884A (en
Inventor
Akira Ito
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.)
Yokoyama Kiso Kohji Co Ltd
Original Assignee
Yokoyama Kiso Kohji 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 Yokoyama Kiso Kohji Co Ltd filed Critical Yokoyama Kiso Kohji Co Ltd
Priority to JP1225587A priority Critical patent/JPS63181884A/en
Publication of JPS63181884A publication Critical patent/JPS63181884A/en
Publication of JPH0448157B2 publication Critical patent/JPH0448157B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 〔発明の目的〕 産業上の利用分野 本発明は、岩盤等の硬質地盤の掘削、特に竪孔
掘削に有効に使用されるハンマー掘削機に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] Industrial Field of Application The present invention relates to a hammer excavator that is effectively used for excavating hard ground such as rock, particularly for excavating vertical holes.

従来の技術 従来この種ハンマー掘削機としては、圧搾空気
により連続的に上下駆動される1個の円板状打撃
ビツトをロツドの下端に装備し、該ビツトの連続
打撃により、硬質地盤を掘削しつつ、掘削により
生じた土砂を圧削空気の噴射により地上に排出す
る所謂ダウンホールハンマー掘削機が知られてい
る。
Prior Art Conventionally, this type of hammer excavator is equipped with a disk-shaped impact bit at the lower end of the rod that is continuously driven up and down by compressed air, and the continuous impact of the bit excavates hard ground. On the other hand, a so-called downhole hammer excavator is known, which discharges earth and sand generated by excavation to the ground by jetting compressed air.

上記従来の掘削機は、1個のビツトの打撃のみ
によつて掘削をおこなうものであるため、掘削能
率が悪いのみでなく、打撃ビツトに片減りを生
じ、耐用期間が短く又大口径の竪孔を掘削する場
合には、それに対応する大径且、高重量のビツト
が必要となり、それにともない、ビツトを上下動
させるビツト駆動機構も大型となるから全体とし
て必要以上の高重量となる欠点があつた。
The above-mentioned conventional excavators excavate by striking only one bit, which not only has poor excavation efficiency, but also causes uneven wear of the striking bit, resulting in a short service life and the need for large-diameter vertical excavators. When drilling a hole, a correspondingly large diameter and heavy bit is required, and the bit drive mechanism that moves the bit up and down also becomes large, which has the disadvantage of making the overall bit heavier than necessary. It was hot.

発明が解決しようとする問題点 本発明は、従来の1個の打撃ビツトを備えたハ
ンマー掘削機と比較し、全体の重量を軽減し、且
各打撃ビツトが連続打撃をおこないながら自転し
つゝ公転することにより、すぐれた掘削力を発揮
することができるとともに、打撃ビツトの片減り
をなくし、ビツト耐用期間を延長することができ
るハンマー掘削機を提供しようとするものであ
る。
Problems to be Solved by the Invention The present invention reduces the overall weight compared to a conventional hammer excavator equipped with one striking bit, and also allows each striking bit to rotate on its own axis while making continuous strikes. The object of the present invention is to provide a hammer excavator that can exert excellent digging power by rotating around the earth, eliminate uneven wear of the striking bit, and extend the service life of the bit.

〔発明の構成〕[Structure of the invention]

問題点を解決するための手段 本発明はベースマシンの前部にリーダーマスト
を垂直に装着し、マストの前面に設けたガイドレ
ールにキヤリヤを摺動可能かつワイヤにより昇降
可能に吊下し、ハンマー掘削機本体は、前記キヤ
リヤに載置して支持したビツト自転用モータ、減
速機、その下方に連設したビツト公転機構、その
下方に連続した鋼管からなる円筒状ケーシング及
び該ケーシングの下端面に一列に突設した複数の
打撃ビツトから成り、減速機の下面に円筒状カバ
ーを同心的に固定し、該カバーの下端に偏平中空
のギヤボツクスを同心的に連続し、ボツクス内に
下向きに突設した環状軸受部、回転筒の上部に設
けたリング状大歯車を回転可能に支承し、回転筒
の下部フランジを前記ケーシングの上端のギヤハ
ウジングの上面に同心的に固定し、ギヤボツクス
の上面左右両側部にそれぞれビツト公転用油圧モ
ータを設置し、両モータの出力軸を前記大歯車に
かみ合わせたことである。
Means for Solving the Problems The present invention has a leader mast installed vertically at the front of a base machine, a carrier that is slidably suspended from a guide rail provided on the front of the mast and can be raised and lowered by a wire, and a hammer The excavator main body includes a bit rotation motor mounted and supported on the carrier, a speed reducer, a bit revolution mechanism connected below it, a cylindrical casing made of a continuous steel pipe below it, and a lower end surface of the casing. Consisting of a plurality of striking bits protruding in a row, a cylindrical cover is concentrically fixed to the lower surface of the reducer, and a flat hollow gear box is concentrically connected to the lower end of the cover and protrudes downward into the box. The annular bearing part rotatably supports the ring-shaped large gear provided at the top of the rotating cylinder, and the lower flange of the rotating cylinder is fixed concentrically to the upper surface of the gear housing at the upper end of the casing, and the upper surface of the gearbox is fixed on both left and right sides. A hydraulic motor for bit revolution was installed in each part, and the output shafts of both motors were meshed with the large gear.

実施例 図面に示す実施例について本発明を説明すれば
次の通りである。
Embodiments The present invention will be described below with reference to embodiments shown in the drawings.

第1図、第2図においてベースマシン1の前部
にリーダマスト2を垂直に装着し、上記マスト2
の前面に設けたガイドレール3にキヤリヤ4を摺
動自在に嵌合するとともに、ワイヤ5により昇降
自在に吊下し、このキヤリヤ4にハンマー掘削機
6を支持させてある。
In FIGS. 1 and 2, a leader mast 2 is installed vertically at the front of the base machine 1, and the mast 2
A carrier 4 is slidably fitted onto a guide rail 3 provided on the front surface of the hammer excavator 6, and is suspended by a wire 5 so as to be movable up and down.

上記ハンマー掘削機6は、上記キヤリヤ4に載
置して支持されたビツト回転(自転)用モータ
7、減速機8、その下方に連設されたビツト旋回
(公転)機構9、その下方に接続した鋼管からな
る円筒状ケーシング10及び該ケーシング10の
下端面に、本実施例では、下端面直径方向に一列
に突設された3個の打撃ビツト11からなる。
The hammer excavator 6 includes a bit rotation (rotation) motor 7 mounted and supported on the carrier 4, a reduction gear 8, a bit rotation (revolution) mechanism 9 connected below the motor 7, and a bit rotation (revolution) mechanism 9 connected below the motor 7. In this embodiment, the cylindrical casing 10 is made of a steel pipe, and three impact bits 11 are provided on the lower end surface of the casing 10, projecting in a row in the diametrical direction of the lower end surface.

ビツト旋回機構9は、図示実施例においては、
ケーシング10を回転させることにより、打撃ビ
ツト全体を公転させる例を示した。第4図におい
て、減速機8の下面に円筒状カバー12を同心的
に固定するとともに、該カバー12の下端に扁平
中空のギヤボツクス13を同心的に連設し、この
ボツクス13内に下向きに突設された環状軸受部
14に、回転筒15の上部に設けたリング状大歯
車16を、ボールベアリング17を介して回転自
在に支承させるとともに、前記回転筒15の下部
フランジ18を、前記ケーシング10上端のギヤ
ハウジング19の上面に同心的に固定してあり、
一方、前記ギヤボツクス13の上面左右両側部に
ビツト旋回(公転)用油圧モータ20,20を設
置し、両モータの出力軸22,22を前記大歯車
16に夫々かみ合わせてある。23は前記ギヤボ
ツクス13の下面中央に穿設した円筒状軸受筒
で、その内面で前記回転筒15を回転自在に支持
している。
In the illustrated embodiment, the bit turning mechanism 9 is as follows:
An example has been shown in which the entire striking bit is revolved by rotating the casing 10. In FIG. 4, a cylindrical cover 12 is concentrically fixed to the lower surface of the reducer 8, and a flat hollow gear box 13 is concentrically connected to the lower end of the cover 12, and a gear box 13 projects downward into the box 13. A ring-shaped large gear 16 provided at the upper part of the rotary cylinder 15 is rotatably supported on the annular bearing part 14 provided therein via a ball bearing 17, and the lower flange 18 of the rotary cylinder 15 is connected to the casing 10. It is fixed concentrically to the upper surface of the gear housing 19 at the upper end,
On the other hand, hydraulic motors 20, 20 for bit rotation (revolution) are installed on both left and right sides of the upper surface of the gear box 13, and output shafts 22, 22 of both motors are meshed with the large gear 16, respectively. A cylindrical bearing tube 23 is bored in the center of the lower surface of the gear box 13, and rotatably supports the rotary tube 15 on its inner surface.

次にビツト回転(自転)機構は次の通りであ
る。
Next, the bit rotation (rotation) mechanism is as follows.

第3図において、前記ケーシング10の下端部
内において、通常の圧搾空気による3本の円柱状
ビツト連続上下駆動機構24をケーシング軸心線
に平行に向けて軸受部30により回転自在に支持
し、前記各駆動機構24,24,24の下端から
進退自在に突出する打撃ビツト11は、その下面
の打撃面に多数のチツグを突設したほゞ円盤状を
呈し、本実施例では、第5図に示すように底面か
らみてビツトどうしを互に近接させるとともに、
両側のビツト11,11をケーシング10の外周
面よりも若干外側に張出させ、又第3図に示すよ
うに正面から見て、中央のビツト11を両側のビ
ツト11,11よりも適宜段違いに下方に変位さ
せてあり、このような駆動機構24の上端に接続
した中空回転軸25,25,25をケーシング1
0内で三方に平行に延長し、延長上端部を前記ギ
ヤハウジング19内に突出させた状態でそれぞれ
スラストベアリング26により回転自在に支承す
るとともに、軸上端部にそれぞれ固定した歯車2
7を互に3連にかみ合わせ、一方、前記減速機8
から円筒カバー12内に突出した出力軸28に中
空中間軸29を接続し、該中間軸29を前記回転
筒15内を通つて前記中央の回転軸25に接続し
てある。31は前記中空中間軸29の中間部に設
けたスイベル、32は左右両側の回転軸25,2
5の各上端に設けたスイベルであつて、これらス
イベルから各中空中間軸29、回転軸25を通じ
て、各ビツト連続上下駆動機構24,24,24
の駆動及び掘削により生じた土砂を排出するため
の圧搾空気をそれぞれ圧送する。第5図におい
て、33は各ビツト11の下面に開口した排土用
圧搾空気の噴射口である。
In FIG. 3, within the lower end of the casing 10, three cylindrical bit continuous vertical drive mechanisms 24 using normal compressed air are rotatably supported by bearings 30 in parallel to the casing axis. The hitting bit 11 that protrudes from the lower end of each drive mechanism 24, 24, 24 so as to be freely advanced and retracted has a substantially disk shape with a large number of chips protruding from its lower hitting surface, and in this embodiment, as shown in FIG. As shown, the bits are placed close to each other when viewed from the bottom, and
The bits 11, 11 on both sides are made to protrude slightly outward from the outer peripheral surface of the casing 10, and the bit 11 in the center is made to have an appropriate level different from the bits 11, 11 on both sides when viewed from the front as shown in Fig. 3. The hollow rotating shafts 25, 25, 25, which are displaced downward and are connected to the upper end of the drive mechanism 24, are connected to the casing 1.
Gears 2 extend parallel to each other in three directions within the shaft, are rotatably supported by thrust bearings 26 with the upper ends of the extensions protruding into the gear housing 19, and are fixed to the upper ends of the shafts.
7 are engaged with each other in three series, while the reduction gear 8
A hollow intermediate shaft 29 is connected to the output shaft 28 which protrudes into the cylindrical cover 12 from above, and the intermediate shaft 29 passes through the rotary cylinder 15 and is connected to the central rotary shaft 25. 31 is a swivel provided in the middle of the hollow intermediate shaft 29; 32 is a rotation shaft 25, 2 on both left and right sides;
These swivels are provided at the upper ends of each of the bits, and from these swivels, through each hollow intermediate shaft 29 and rotating shaft 25, each bit continuous vertical drive mechanism 24, 24, 24.
and pump compressed air to discharge earth and sand generated by excavation. In FIG. 5, reference numeral 33 indicates an injection port for compressed air for soil removal, which is opened at the bottom surface of each bit 11.

以上述べた本発明の実施例の作用は次のとおり
である。
The effects of the embodiments of the present invention described above are as follows.

モータ7を始動すると、出力軸28の回転が中
間軸29、歯車27を経て各回転軸25,25,
25に伝達され、それにより、各ビツト連続上下
駆動機構24,24,24及び打撃ビツト11,
11,11が互に反対方向に自転し、又油圧モー
タ20,20を始動すると、その出力軸21,2
1の回転が、小歯車22,22、大歯車16、回
転筒15を経てケーシング10に伝達され、それ
により、ケーシング10とともに各ビツト11全
体が公転する。その状態でスイベル31,32か
ら圧搾空気を中空回転軸25,25,25を経て
各ビツト駆動機構24,24,24に圧送し、つ
いでハンマー掘削機6全体を硬質地盤に降下させ
ると、各打撃ビツト11,11,11が連続上下
動を開始して硬質地盤の打撃掘削をおこなうとと
もに、各打撃ビツト下面の噴射口33,33…か
ら圧搾空気を掘削孔内に噴射して掘削土砂を掘削
孔内壁面とケーシング10の外周面との間隙(第
5図a)から地上に噴出排土する。上記打撃ビツ
トによる掘削において、各打撃ビツト11が連続
打撃をおこないながら、自転しつつ公転するので
強力な掘削力を発揮する。
When the motor 7 is started, the rotation of the output shaft 28 passes through the intermediate shaft 29, the gear 27, and the rotation shafts 25, 25,
25, thereby each bit continuous vertical drive mechanism 24, 24, 24 and the striking bit 11,
11, 11 rotate in opposite directions, and when the hydraulic motors 20, 20 are started, their output shafts 21, 2
1 is transmitted to the casing 10 via the small gears 22, 22, the large gear 16, and the rotary tube 15, whereby the entire bit 11 revolves together with the casing 10. In this state, compressed air is sent from the swivels 31, 32 to the respective bit drive mechanisms 24, 24, 24 through the hollow rotary shafts 25, 25, 25, and then the entire hammer excavator 6 is lowered to the hard ground. The bits 11, 11, 11 start to move up and down continuously to perform impact excavation of hard ground, and at the same time, compressed air is injected into the excavation hole from the injection ports 33, 33... on the bottom surface of each impact bit to blow the excavated soil into the excavation hole. Earth is ejected onto the ground from the gap between the inner wall surface and the outer peripheral surface of the casing 10 (FIG. 5a). In excavation using the above-mentioned impact bits, each impact bit 11 rotates and revolves around its own axis while making continuous impact, so that a strong excavation force is exerted.

又3個の打撃ビツトのうち下方に変位した中央
の打撃ビツト11がまず小径のパイロツト掘削を
おこない、しかる後両側の打撃ビツト11,11
がその周りを環状に掘削して所期の径の竪孔を掘
削するので、効率のよい掘削がなされる。又、各
打撃ビツト11,11,11のチツプの魔耗につ
いては、各打撃ビツトが自転するので片減りがな
くなり、打撃ビツトの耐用年数が延長される。
Also, among the three impact bits, the center impact bit 11 displaced downward first performs pilot excavation of a small diameter, and then the impact bits 11, 11 on both sides
Since the hole is excavated in a circular manner around it to form a hole of the desired diameter, efficient excavation is achieved. Further, as for the wear and tear of the chips of each striking bit 11, 11, 11, since each striking bit rotates on its own axis, uneven wear is eliminated, and the service life of the striking bit is extended.

尚前記打撃ビツト11,11,11は1列の直
径方向にかぎるものではなく、複数列の直径方向
(例えば十字列)に複数個ずつ配設することもで
きる。又隣り合う打撃ビツトどうしを互に若干ラ
ツプさせる場合もある。さらに他の実施例とし
て、各打撃ビツトの自転、及び公転機構の一方又
は両方をケーシング10内に内装し、ケーシング
10を回転させないようにした実施例も得られ、
その具体的構造は前記実施例に準じて適宜設計変
更すればよい。
Note that the striking bits 11, 11, 11 are not limited to being arranged in one row in the diametrical direction, but may be arranged in plural rows in the diametrical direction (for example, in a cross row). Also, adjacent hitting bits may be slightly overlapped with each other. Furthermore, as another embodiment, an embodiment is also obtained in which one or both of the rotation and revolution mechanisms of each striking bit is internalized within the casing 10, and the casing 10 is prevented from rotating.
Its specific structure may be modified as appropriate in accordance with the embodiments described above.

〔発明の効果〕〔Effect of the invention〕

本発明のハンマー掘削機は、複数個の打撃ビツ
トをケーシングの下端面に、その少くとも1列の
直径方向に突設したものであるから、従来の1個
のビツトを備えたハンマー掘削機と比較し、全体
の重量を軽減することができ、特に大口径竪孔掘
削用のハンマー掘削機において、その利点が顕著
であり又、掘削においては、各打撃ビツトが連続
打撃をおこないながら自転しつつ公転することに
より従来機の1箇のビツトによる連続打撃よりも
すぐれた掘削力を発揮することができるととも
に、各ビツトの片減りをなくし、ビツトの耐用期
間を延長することができる効果がある。
Since the hammer excavator of the present invention has a plurality of striking bits protruding from the lower end surface of the casing in at least one row in the diametrical direction, it is different from a conventional hammer excavator equipped with one bit. In comparison, the overall weight can be reduced, and this advantage is particularly noticeable in hammer drilling machines for large-diameter vertical hole drilling. By revolving, it is possible to exert a superior digging force than the continuous impact using one bit in the conventional machine, and it also has the effect of eliminating uneven wear of each bit and extending the service life of the bit.

特に本発明においては、リーダーマストの前面
にガイドレールを設け、このガイドレールに沿つ
てキヤリヤが摺動し、キヤリヤ吊下したハンマー
掘削機本体が公転し、かつ本体内に一列に並設し
た打撃ビツトが自転するようにしてあるため各打
撃ビツトはケーシングにより囲まれ円滑に自転
し、そしてケーシングはリーダーマストに設けた
ガイドに沿つて摺動するキヤリヤに吊下している
ので、全体が正確に各打撃ビツトを自転させるこ
とができる。
In particular, in the present invention, a guide rail is provided in front of the leader mast, the carrier slides along this guide rail, the hammer excavator main body from which the carrier is suspended revolves, and the hammer excavator is arranged in a row in the main body. Since the bits are designed to rotate, each striking bit is surrounded by a casing and rotates smoothly, and the casing is suspended from a carrier that slides along a guide provided on the leader mast, so the entire bit is accurately rotated. Each hitting bit can be rotated.

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

図面は本発明の実施例を示すものであつて、第
1図は側面図、第2図は正面図、第3図はハンマ
ー掘削機の下部の一部拡大した一部の拡大縦断面
図、第4図はハンマー掘削機の上部の拡大縦断面
図、第5図は拡大底面図である。 6……ハンマー掘削機、7……モータ、8……
減速機、10……ケーシング、11……打撃ビツ
ト、20……油圧モータ、24……ビツト連続上
下駆動機構。
The drawings show an embodiment of the present invention, in which FIG. 1 is a side view, FIG. 2 is a front view, and FIG. 3 is an enlarged longitudinal sectional view of a lower part of a hammer excavator. FIG. 4 is an enlarged vertical sectional view of the upper part of the hammer excavator, and FIG. 5 is an enlarged bottom view. 6...Hammer excavator, 7...Motor, 8...
Reduction gear, 10...Casing, 11...Impact bit, 20...Hydraulic motor, 24...Bit continuous vertical drive mechanism.

Claims (1)

【特許請求の範囲】 1 下記(イ)(ロ)(ハ)(ニ)(ホ)5要素の結合から成り立
つハ
ンマー掘削機。 (イ) ベースマシン1の前部にリーダーマスト2を
垂直に装着し、マスト2の前面に設けたガイド
レール3にキヤリヤ4を摺動可能かつワイヤ5
により昇降可能に吊下したこと、 (ロ) ハンマー掘削機本体6は、前記キヤリヤ4に
載置して支持したビツト自転用モータ7、減速
機8、その下方に連設したビツト公転機構9、
その下方に連続した鋼管からなる円筒状ケーシ
ング10及び該ケーシング10の下端面に一列
に突設した複数の打撃ビツト11から成るこ
と、 (ハ) 減速機8の下面に円筒状カバー12を同心的
に固定し、該カバー12の下端に偏平中空のギ
ヤボツクス13を同心的に連設し、ボツクス1
3内に下向きに突設した環状軸受部14に、回
転筒15の上部に設けたリング状大歯車16を
回転可能に支承したこと、 (ニ) 回転筒15の下部フランジ18を前記ケーシ
ング10の上端のギヤハウジング19の上面に
同心的に固定したこと、 (ホ) ギヤボツクス13の上面左右両側部にそれぞ
れビツト公転用油圧モータ20を設置し、両モ
ータ20の出力軸22を前記大歯車16にかみ
合わせたこと。
[Scope of Claims] 1. A hammer excavator consisting of a combination of the following five elements: (a), (b), (c), (d), and (e). (a) The leader mast 2 is installed vertically on the front part of the base machine 1, and the carrier 4 is slidable on the guide rail 3 provided on the front of the mast 2, and the wire 5
(b) The hammer excavator main body 6 includes a bit rotation motor 7 mounted and supported on the carrier 4, a speed reducer 8, a bit revolution mechanism 9 connected below it,
It consists of a cylindrical casing 10 made of a continuous steel pipe below and a plurality of striking bits 11 protruding in a row from the lower end surface of the casing 10; (c) A cylindrical cover 12 is concentrically arranged on the lower surface of the reducer 8 A flat hollow gear box 13 is concentrically connected to the lower end of the cover 12.
(d) A ring-shaped large gear 16 provided at the upper part of the rotary cylinder 15 is rotatably supported by an annular bearing part 14 projecting downward within the casing 10; (e) Hydraulic motors 20 for bit revolution are installed on both left and right sides of the upper surface of the gear box 13, and the output shafts 22 of both motors 20 are connected to the large gear 16. That we engaged.
JP1225587A 1987-01-23 1987-01-23 Hammer drilling machine Granted JPS63181884A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1225587A JPS63181884A (en) 1987-01-23 1987-01-23 Hammer drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1225587A JPS63181884A (en) 1987-01-23 1987-01-23 Hammer drilling machine

Publications (2)

Publication Number Publication Date
JPS63181884A JPS63181884A (en) 1988-07-27
JPH0448157B2 true JPH0448157B2 (en) 1992-08-05

Family

ID=11800257

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1225587A Granted JPS63181884A (en) 1987-01-23 1987-01-23 Hammer drilling machine

Country Status (1)

Country Link
JP (1) JPS63181884A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5987487B2 (en) * 2011-06-17 2016-09-07 株式会社永井組 Drilling device and sheet pile construction method

Also Published As

Publication number Publication date
JPS63181884A (en) 1988-07-27

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