JPH07301078A - Connection unit structure of rod and bit of rock drill - Google Patents

Connection unit structure of rod and bit of rock drill

Info

Publication number
JPH07301078A
JPH07301078A JP9667394A JP9667394A JPH07301078A JP H07301078 A JPH07301078 A JP H07301078A JP 9667394 A JP9667394 A JP 9667394A JP 9667394 A JP9667394 A JP 9667394A JP H07301078 A JPH07301078 A JP H07301078A
Authority
JP
Japan
Prior art keywords
bit
rod
screws
elastic body
rock
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.)
Pending
Application number
JP9667394A
Other languages
Japanese (ja)
Inventor
Yoshio Ebara
好雄 江原
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.)
Furukawa Co Ltd
Original Assignee
Furukawa 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 Furukawa Co Ltd filed Critical Furukawa Co Ltd
Priority to JP9667394A priority Critical patent/JPH07301078A/en
Publication of JPH07301078A publication Critical patent/JPH07301078A/en
Pending legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE:To enhance the durability by preventing a loosening of threaded part of a connection part between a rod and a bit and the penetration of fine power of a rock or water into the threaded part of the connection part. CONSTITUTION:Parallel portions 1P and 2P, which are opposed each other, are formed on a rod 1 of a rock drilling machine, which is connected to each other by means of screws 1S and 2S and partially on a connected area of a bit 2. An elastic body having an interference in the radial direction are mounted between the parallel portions 1P and 2P. Even when a rotary reaction which the bit 2 undergoes drops to a specified value and below during rock drilling work, the elastic body produces a friction reaction between the rod 1 and the bit 2, which hinders the rotary motion, thereby preventing the screws 1S and 2S of the connected area between the rod 1 and the bit 2 from being loosened by an impact force. Even when a clearance is produced between the end faces of the rod, and the bit if interruption between fluid supply holes 4 and 5 and the screws 1S and 2S is effected, thereby preventing the penetration of fine particles of rocks or water into the screws.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、ねじの緩みを防止する
さく岩機のロッドとビットの締結部構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for fastening a rod and a bit of a rock drill for preventing loosening of screws.

【0002】[0002]

【従来の技術】さく岩機のロッドの先端には、ビットが
取付けられており、さく岩機からロッドに与えられた回
転力及び打撃力をビットに伝達して岩石にさく孔する。
図5に示すように、一般に、さく岩機のロッド1とビッ
ト2はねじ1S、2Sにより互いに締結されており、回
転力はねじ1S、2Sを介してロッド1からビット2に
伝達され、打撃力は当接する端面1E、2Eを介してロ
ッド1からビット2に伝達される。
2. Description of the Related Art A bit is attached to the tip of a rod of a rock drill, and the rotational force and the impact force given to the rod by the rock drill are transmitted to the bit to drill a rock.
As shown in FIG. 5, generally, a rod 1 and a bit 2 of a rock drill are fastened to each other by screws 1S and 2S, and the rotational force is transmitted from the rod 1 to the bit 2 through the screws 1S and 2S, and the impact is given. The force is transmitted from the rod 1 to the bit 2 via the abutting end faces 1E, 2E.

【0003】通常、ビット2はさく孔対象の岩石から回
転反力を受けるため、ロッド1とビット2の締結部のね
じ1S、2Sは締めつけが強固になるようになってい
る。
Normally, the bit 2 receives a rotational reaction force from the rock to be drilled, so that the screws 1S and 2S at the fastening portion between the rod 1 and the bit 2 are tightened firmly.

【0004】[0004]

【発明が解決しようとする課題】しかし、さく孔対象と
なる岩石は物理的性質が均一ではなく、ビット2の受け
る回転反力はさく孔作業中しばしば変化する。ビット2
の受ける回転反力が所定値以下に低下すると、打撃力に
よりロッド1とビット2の締結部のねじ1S、2Sに緩
みを生ずる。連続的にねじ1S、2Sの緩み状態が発生
すると、図6に示すように、ロッド1とビット2の間に
軸方向の隙間Cを生ずるため、締結部のロッド1とビッ
ト2のねじ1S、2Sが互いに衝突を繰り返し、衝突面
であるねじ1S、2Sの磨耗が早期に進行する。
However, the physical properties of the rock to be drilled are not uniform, and the rotational reaction force received by the bit 2 often changes during the drilling operation. Bit 2
When the rotational reaction force received by is reduced to a predetermined value or less, the striking force loosens the screws 1S and 2S at the fastening portion between the rod 1 and the bit 2. When the loosened state of the screws 1S, 2S is continuously generated, as shown in FIG. 6, an axial gap C is generated between the rod 1 and the bit 2, so that the screw 1S of the rod 1 and the bit 2 of the fastening portion, 2S repeatedly collide with each other, and wear of the screws 1S and 2S, which are collision surfaces, progresses at an early stage.

【0005】また、ロッド1とビット2の間に軸方向の
隙間Cを生ずると、フラッシング用流体を供給する流体
供給孔4、5から、本来当接している筈のロッド1とビ
ット2の端面1E、2E間に生じた隙間Cを通って、締
結部のねじ1S、2Sの間に微細な岩石の粉や水が浸入
して、ねじ1S、2Sの磨耗を更に助長するという問題
がある。
When an axial gap C is formed between the rod 1 and the bit 2, the end faces of the rod 1 and the bit 2 which should originally be in contact with each other from the fluid supply holes 4 and 5 for supplying the flushing fluid. There is a problem that fine rock powder and water enter between the screws 1S and 2S of the fastening portion through the gap C generated between 1E and 2E, further promoting wear of the screws 1S and 2S.

【0006】この発明は、さく岩機のロッドとビットの
締結部におけるかかる問題を解決するものであって、ロ
ッドとビットの締結部のねじの緩みや、微細な岩石の粉
や水の締結部のねじの間への浸入を防止し、耐久性を向
上させるさく岩機のロッドとビットの締結部構造を提供
することを目的とする。
The present invention is intended to solve such a problem in the fastening portion between the rod and the bit of the rock drilling machine, and to loosen the screw in the fastening portion between the rod and the bit, and the fastening portion for fine rock powder or water. It is an object of the present invention to provide a structure for fastening a rod and a bit of a rock drill that prevents penetration between the screws and improves durability.

【0007】[0007]

【課題を解決するための手段】本発明では、ねじにより
互いに締結されるさく岩機のロッドとビットの締結部の
一部分に互いに対向する平行部を形成し、この平行部間
に径方向に締代を有する弾性体を装着することにより上
記課題を解決している。
According to the present invention, parallel portions facing each other are formed in a part of a fastening portion of a rod and a bit of a rock drill that are fastened to each other by a screw, and the fastening portions are radially tightened between the parallel portions. The above problem is solved by mounting an elastic body having a margin.

【0008】[0008]

【作用】さく岩機のロッドとビットの締結部の一部分
に、弾性体が装着されているので、ビットの受ける回転
反力がさく孔作業中所定値以下に低下しても、ロッドと
ビットの間には回転を阻止する摩擦抵抗が作用してお
り、打撃力によるロッドとビットの締結部のねじの緩み
が防止される。
Since an elastic body is attached to a part of the fastening portion between the rod and the bit of the rock drill, even if the rotational reaction force received by the bit drops below a predetermined value during drilling work, A frictional resistance that prevents rotation acts between them, and loosening of the screw at the fastening portion between the rod and the bit due to the striking force is prevented.

【0009】また、装着された弾性体は締代があるた
め、万一ロッドとビットの端面間に隙間が生じたとして
も流体供給孔とねじとの間が遮断され、微細な岩石の粉
や水のねじの間への浸入が防止される。
Further, since the mounted elastic body has a tightening margin, even if a gap is created between the end surface of the rod and the bit, the fluid supply hole is disconnected from the screw, and fine rock powder or Water is prevented from entering between the screws.

【0010】[0010]

【実施例】図1は本発明の一実施例であるさく岩機のロ
ッドとビットの締結部構造の説明図、図2はロッドとビ
ットの締結前の状態を示す説明図、図3はロッドとビッ
トの間に隙間を生じた状態を示す説明図である。さく岩
機のロッド1とビット2はねじ1S、2Sを具えてお
り、このねじ1S、2Sにより互いに締結される。ロッ
ド1とビット2の中心には流体供給孔4、5が穿設され
ている。ロッド1とビット2の締結部の前端部には、互
いに対向する平行部1P、2Pが形成されており、この
平行部1P、2P間には、弾性体3が装着される。組み
付けの手順としては、先ず弾性体3をビット2の平行部
2Pに装着し、次にロッド1とビット2とを螺着する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view of a connecting structure of a rod and a bit of a rock drill, which is an embodiment of the present invention, FIG. 2 is an explanatory view showing a state before the connecting of the rod and the bit, and FIG. 3 is a rod. It is explanatory drawing which shows the state which produced the clearance gap between a bit. The drill 1's rod 1 and bit 2 are equipped with screws 1S, 2S which are fastened together. Fluid supply holes 4 and 5 are formed in the centers of the rod 1 and the bit 2. Parallel portions 1P and 2P facing each other are formed at the front end portions of the fastening portions of the rod 1 and the bit 2, and the elastic body 3 is mounted between the parallel portions 1P and 2P. As an assembling procedure, first, the elastic body 3 is attached to the parallel portion 2P of the bit 2, and then the rod 1 and the bit 2 are screwed.

【0011】ここで、ビット2の平行部2Pの内径D1
はビット2のねじ2Sの谷径より若干大であり、ロッド
1の平行部1Pの外径D4 はロッド1のねじ1Sの谷径
より若干小である。また、弾性体3の外径D2 はビット
2の平行部2Pの内径D1 より大であり、弾性体3の内
径D3 はロッド1の外径D4 より小である。従って弾性
体3の厚さtは平行部1P、2P間の距離(D1
4 )/2より大であるので、径方向に締代を有してお
り、締結時には適当な回転抵抗が得られる。
Here, the inner diameter D 1 of the parallel portion 2P of the bit 2
Is slightly larger than the root diameter of the screw 2S of the bit 2, and the outer diameter D 4 of the parallel portion 1P of the rod 1 is slightly smaller than the root diameter of the screw 1S of the rod 1. The outer diameter D 2 of the elastic body 3 is larger than the inner diameter D 1 of the parallel portion 2P of the bit 2, and the inner diameter D 3 of the elastic body 3 is smaller than the outer diameter D 4 of the rod 1. Therefore, the thickness t of the elastic body 3 is determined by the distance (D 1
Since it is larger than D 4 ) / 2, it has a tightening margin in the radial direction and an appropriate rotation resistance can be obtained at the time of tightening.

【0012】さく孔作業時には、回転力はねじ1S、2
Sを介してロッド1からビット2に伝達され、打撃力は
当接する端面1E、2Eを介してロッド1からビット2
に伝達される。通常、ビット2はさく孔対象の岩石から
回転反力を受けるため、ロッド1とビット2の締結部の
ねじ1S、2Sは締めつけが強固になるようになってい
るが、ビット2の受ける回転反力が所定値以下に低下す
ると、打撃力がロッド1とビット2の締結部のねじ1
S、2Sに緩みを生じさせるよう作用する。このとき、
弾性体3の回転抵抗が緩みを防止するよう作用する。
At the time of drilling work, the rotational force is applied to the screws 1S, 2
The striking force is transmitted from the rod 1 to the bit 2 via S, and the striking force is transmitted from the rod 1 to the bit 2 via the abutting end faces 1E, 2E.
Be transmitted to. Normally, the bit 2 receives a rotational reaction force from the rock to be drilled, so that the screws 1S and 2S at the fastening portion of the rod 1 and the bit 2 are tightened tightly. When the force falls below a predetermined value, the striking force is applied to the screw 1 at the joint between the rod 1 and the bit 2.
It acts to cause looseness in S and 2S. At this time,
The rotation resistance of the elastic body 3 acts to prevent loosening.

【0013】この回転抵抗は、トルクと締付け力との関
係式から、次の通り説明される。JISB1083によ
る一般的なねじ締結部のトルクと締付け力との関係は式
(1)で示される。 Tf =TS +Tw =KFf d・・・・・・・・・・・・・・・・・・・(1) ここに、 K=(P/π+μS 2 secα’+μw w )/2d・・・・・・(2) TS =Ff (P/π+μS 2 secα’)/2・・・・・・・・・(3) Tw =Ff μw w /2・・・・・・・・・・・・・・・・・・・・(4) 接触する座面が円環状の場合には Dw =2(DO 3 −Di 3 )/3(DO 2 −Di 2 )・・・・・・・(5) Dw :座面における摩擦トルクの等価直径 Di :接触する座面の内径 DO :接触する座面の外径 Ff :初期締付け力又は締付け力 K :トルク係数 P :ねじのピッチ Tf :締付けトルク TS :ねじ部トルク Tw :座面トルク d :ねじの呼び径 d2 :ねじの有効径 α :ねじ山のフランク角 α’:ねじ山の山直角断面におけるフランク角 (tanα’=tanαcosβ) β :ねじのリード角 μS :ねじ面摩擦係数 μw :座面摩擦係数 式(1)、式(3)、式(4)から次式が導かれる。 Tf =Ff (P/π+μS 2 secα’+μw w )/2・・・・・(6) これに対し、本発明ではトルクと締付け力との関係は次
式で示される。 T=F(P/π+μS 2 secα’+μw w )/2+D4 μp p /2・・ ・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・・(7) ここに、 T :締付けトルク F :締付け力 D4 :ロッドの平行部外径 μp :ロッドの平行部摩擦係数 Fp :ロッドの平行部締付け力 式(6)、式(7)において、P/πは締付けるときに
は+、緩めるときには−となる。
This rotation resistance is explained as follows from the relational expression between torque and tightening force. The relationship between the torque and the tightening force of a general screw fastening portion according to JISB1083 is expressed by the equation (1). T f = T S + T w = KF f d (1) Here, K = (P / π + μ S d 2 secα ′ + μ w D w ) / 2d ... (2) T S = F f (P / π + μ S d 2 secα ') / 2 ... (3) T w = F f μ w D w / 2 ... (4) When the contacting seat is annular, Dw = 2 (D O 3 −D i 3 ) / 3 (D O 2 −D i 2 ) ... (5) D w : Equivalent diameter of friction torque on seat surface D i : Inner diameter of seat surface in contact D O : Outside of seat surface in contact Diameter F f : Initial tightening force or tightening force K: Torque coefficient P: Thread pitch T f : Tightening torque T S : Thread torque T w : Seat surface torque d: Nominal thread diameter d 2 : Effective thread diameter α : Thread flank angle α ': In the cross section perpendicular to the thread peak Flank angle (tanα '= tanαcosβ) β: lead angle of the screw mu S: threaded surface friction coefficient mu w: seating surface friction coefficient equation (1), equation (3), the following equation from equation (4) is derived. T f = F f (P / π + μ S d 2 secα ′ + μ w D w ) / 2 (6) On the other hand, in the present invention, the relationship between the torque and the tightening force is expressed by the following equation. T = F (P / π + μ S d 2 secα '+ μ w D w ) / 2 + D 4 μ p F p / 2 ... (7) where: T: tightening torque F: tightening force D 4 : outer diameter of parallel part of rod μ p : friction coefficient of parallel part of rod F p : tightening of parallel part of rod In Equations (6) and (7), P / π is + when tightened and − when loosened.

【0014】上記の式(6)、式(7)から明らかなよ
うに、従来のねじのみによる締結部構造では、締付け力
f (ビット2の受ける回転反力)が失われると容易に
相互回転を生ずるのに対し、本発明の締結部構造では、
締付け力Fが失われても、締付けトルクTは常にD4 μ
p p /2より小さくなることはない。従って、ロッド
1とビット2との間には、D4 μp p /2以上の相互
回転に抵抗するトルクが存在するので、ビット2の受け
る回転反力がさく孔作業中所定値以下に低下しても、打
撃力によるロッド1とビット2の締結部のねじ1S、2
Sの緩みが防止される。
As is clear from the above equations (6) and (7), in the conventional fastening portion structure using only screws, if the fastening force F f (rotational reaction force received by the bit 2) is lost, it is easy to cause mutual interference. While rotation occurs, the fastening structure of the present invention,
Even if the tightening force F is lost, the tightening torque T is always D 4 μ
It is never smaller than p F p / 2. Therefore, since a torque resisting mutual rotation of D 4 μ p F p / 2 or more exists between the rod 1 and the bit 2, the rotational reaction force received by the bit 2 becomes less than a predetermined value during drilling work. Even if lowered, the screws 1S, 2 of the fastening portion between the rod 1 and the bit 2 due to the striking force
The loosening of S is prevented.

【0015】また、装着された弾性体3は締代があるた
め、万一ロッド1とビット2の端面1E、2E間に隙間
Cが生じたとしても流体供給孔4、5とねじ1S、2S
との間が遮断されているので、微細な岩石の粉や水のね
じの間への浸入が防止されるので、磨耗が早期に進行す
るおそれはなく、ロッド1とビット2の締結部の耐久性
が向上する。
Further, since the mounted elastic body 3 has a tight margin, even if a gap C is created between the rod 1 and the end faces 1E, 2E of the bit 2, the fluid supply holes 4, 5 and the screws 1S, 2S.
Since it is cut off from between, the intrusion of fine rock powder or water between screws is prevented, so there is no risk of early wear, and the durability of the joint between rod 1 and bit 2 The property is improved.

【0016】図4は、この発明の他の実施例の構成を示
している。この実施例では、ロッド1とビット2の締結
部の後端部に、互いに対向する平行部1P、2Pが形成
されており、この平行部1P、2P間に弾性体3が装着
されている。組み付けの手順としては、先ず弾性体3を
ロッド1の平行部1Pに装着し、次にロッド1とビット
2とを螺着する。その他の構造は図1の実施例と同様で
ある。
FIG. 4 shows the configuration of another embodiment of the present invention. In this embodiment, parallel portions 1P and 2P facing each other are formed at the rear ends of the fastening portions of the rod 1 and the bit 2, and the elastic body 3 is mounted between the parallel portions 1P and 2P. As an assembling procedure, first, the elastic body 3 is attached to the parallel portion 1P of the rod 1, and then the rod 1 and the bit 2 are screwed. The other structure is similar to that of the embodiment shown in FIG.

【0017】この実施例では、微細な岩石の粉や水がビ
ット2の後端側からねじ1S、2Sとの間浸入するのを
有効に防止することができる。図1の実施例と図4の実
施例とを組合せ、弾性体3をねじ1S、2Sの前後に装
着するようにすれば、防塵防水効果を更に大にすること
ができる。
In this embodiment, it is possible to effectively prevent fine rock powder or water from entering between the screws 1S and 2S from the rear end side of the bit 2. If the embodiment of FIG. 1 and the embodiment of FIG. 4 are combined and the elastic body 3 is mounted before and after the screws 1S, 2S, the dustproof and waterproof effect can be further enhanced.

【0018】[0018]

【発明の効果】以上説明したように、本発明のさく岩機
のロッドとビットの締結部構造によれば、ロッドとビッ
トの締結部のねじの緩みや、微細な岩石の粉や水の締結
部のねじの間への浸入を防止して耐久性を向上させるこ
とができる。
As described above, according to the structure of the connecting portion between the rod and the bit of the rock drilling machine of the present invention, the screw at the connecting portion between the rod and the bit is loosened, and the fine rock powder or water is fastened. Durability can be improved by preventing penetration between the threads of the part.

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

【図1】本発明の一実施例であるさく岩機のロッドとビ
ットの締結部構造の説明図である。
FIG. 1 is an explanatory view of a structure for fastening a rod and a bit of a rock drilling machine according to an embodiment of the present invention.

【図2】図1の実施例のロッドとビットの締結前の状態
を示す説明図である。
FIG. 2 is an explanatory view showing a state before fastening of the rod and the bit in the embodiment of FIG.

【図3】ロッドとビットの間に隙間を生じた状態を示す
説明図である。
FIG. 3 is an explanatory diagram showing a state in which a gap is created between a rod and a bit.

【図4】他の実施例であるさく岩機のロッドとビットの
締結部構造の説明図である。
FIG. 4 is an explanatory view of a structure for fastening a rod and a bit of a rock drilling machine which is another embodiment.

【図5】従来のさく岩機のロッドとビットの締結部構造
の説明図である。
FIG. 5 is an explanatory view of a structure of a fastening portion between a rod and a bit of a conventional rock drill.

【図6】図5のロッドとビットの間に隙間を生じた状態
を示す説明図である。
FIG. 6 is an explanatory diagram showing a state in which a gap is created between the rod and the bit in FIG.

【符号の説明】 1 ロッド 1E 端面 1P 平行部 1S ねじ 2 ビット 2E 端面 2P 平行部 2S ねじ 3 弾性体 4 流体供給孔 5 流体供給孔[Explanation of Codes] 1 rod 1E end face 1P parallel part 1S screw 2 bit 2E end face 2P parallel part 2S screw 3 elastic body 4 fluid supply hole 5 fluid supply hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ねじにより互いに締結されるさく岩機の
ロッドとビットの締結部の一部分に互いに対向する平行
部を形成し、該平行部間に径方向に締代を有する弾性体
を装着してなる、さく岩機のロッドとビットの締結部構
造。
1. A parallel portion facing each other is formed in a part of a fastening portion of a rod and a bit of a rock drill that are fastened to each other by a screw, and an elastic body having a tightening margin in a radial direction is mounted between the parallel portions. The structure of the joint between the rod and bit of the rock drill.
JP9667394A 1994-05-10 1994-05-10 Connection unit structure of rod and bit of rock drill Pending JPH07301078A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9667394A JPH07301078A (en) 1994-05-10 1994-05-10 Connection unit structure of rod and bit of rock drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9667394A JPH07301078A (en) 1994-05-10 1994-05-10 Connection unit structure of rod and bit of rock drill

Publications (1)

Publication Number Publication Date
JPH07301078A true JPH07301078A (en) 1995-11-14

Family

ID=14171326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9667394A Pending JPH07301078A (en) 1994-05-10 1994-05-10 Connection unit structure of rod and bit of rock drill

Country Status (1)

Country Link
JP (1) JPH07301078A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040017709A (en) * 2002-08-23 2004-02-27 차철준 Rod for braker
CN109707323A (en) * 2019-01-11 2019-05-03 西南石油大学 A kind of connection structure for drill bit and drilling rod

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040017709A (en) * 2002-08-23 2004-02-27 차철준 Rod for braker
CN109707323A (en) * 2019-01-11 2019-05-03 西南石油大学 A kind of connection structure for drill bit and drilling rod

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