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JPH0739674B2 - Rock-crushing rod and its assembling method - Google Patents
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JPH0739674B2 - Rock-crushing rod and its assembling method - Google Patents

Rock-crushing rod and its assembling method

Info

Publication number
JPH0739674B2
JPH0739674B2 JP13770492A JP13770492A JPH0739674B2 JP H0739674 B2 JPH0739674 B2 JP H0739674B2 JP 13770492 A JP13770492 A JP 13770492A JP 13770492 A JP13770492 A JP 13770492A JP H0739674 B2 JPH0739674 B2 JP H0739674B2
Authority
JP
Japan
Prior art keywords
wedge
cutting edge
spool
main body
hole
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
JP13770492A
Other languages
Japanese (ja)
Other versions
JPH05306594A (en
Inventor
實 光内
Original Assignee
株式会社光栄鉄工所
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 株式会社光栄鉄工所 filed Critical 株式会社光栄鉄工所
Priority to JP13770492A priority Critical patent/JPH0739674B2/en
Publication of JPH05306594A publication Critical patent/JPH05306594A/en
Publication of JPH0739674B2 publication Critical patent/JPH0739674B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】本発明はフローティングクレーン
船等の船舶に装備される砕岩棒及びその組立方法にかか
り、特に落下衝撃によって水底の岩盤を粉砕する砕岩棒
の刃先部分を分割可能に構成した連結部の構造に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rock breaking rod mounted on a ship such as a floating crane ship and a method for assembling the rock breaking rod. In particular, the cutting edge portion of the rock breaking rod for grinding the rock at the bottom of the water by a drop impact can be divided. It relates to the structure of the connecting portion.

【0002】[0002]

【従来の技術】従来から港湾建設や橋梁基礎工事等のた
めに水底の岩盤を粉砕する必要があるときは、フローテ
ィングクレーン船に装備されたクレーンにて砕岩棒を任
意の高さまで吊り上げ、クラッチを切ることによって砕
岩棒を自重落下させて岩盤を砕き、グラブバケットにて
砕岩浚渫する方法が採られている。即ち、図15に示し
たように、水面に浮かぶ台船20からクレーン21とウ
インチ24の作用によって吊り上げた砕岩棒22を、水
底の岩盤23に向けて自重で落下させることにより、岩
盤23を粉砕して行くものである。
2. Description of the Related Art Conventionally, when it has been necessary to crush the bedrock on the bottom of the sea for harbor construction, bridge foundation work, etc., a rocking rod is lifted by a crane equipped on a floating crane ship to a desired height, and the clutch is engaged. A method is adopted in which a crushed rock rod is dropped by gravity to crush the bedrock by cutting, and crushed rock is dredged in a grab bucket. That is, as shown in FIG. 15, a rock crushing rod 22 lifted by a crane 21 and a winch 24 from a pontoon 20 floating on the water surface is dropped by its own weight toward a rock bed 23 at the bottom of the water to crush the rock bed 23. It is something to do.

【0003】上記砕岩棒22の刃先部分には耐摩耗のた
め、硬化肉盛溶接が施されているのが通例であるが、砕
岩棒22自体の自重が25〜40トンもあるため、岩盤
23への衝撃は凄まじく、刃先部分が早期に変形したり
摩滅することが避けられない。この砕岩棒22は鋳造に
より一体成形されており、刃先部分が許容量以上に磨滅
すると粉砕効果が著しく低下してしまうため、台船20
から砕岩棒22を取り外し、工場へ運搬して補修作業を
行うという極めて手数を要する作業を必要として、労力
や経費の負担が大きいという難点があった。この補修作
業を省略するには、砕岩棒22を新品と交換すれば良い
が、刃先部分だけが磨滅しただけの砕岩棒22の全体を
交換することは資材の無駄であり、コスト的にも不利で
ある。
[0003] The edge of the rock breaking rod 22 is generally hardfacing welded for wear resistance, but the rock breaking rod 22 itself has a weight of 25 to 40 tons. The impact on the blade is tremendous, and it is unavoidable that the cutting edge part will be deformed or worn out at an early stage. This crushed rock rod 22 is integrally formed by casting, and if the cutting edge portion is worn away beyond an allowable amount, the crushing effect is significantly reduced.
The crushed rock rod 22 has to be removed from the ground and transported to a factory for repair work, which requires a great deal of labor and has a drawback that the burden of labor and cost is great. In order to omit this repair work, it is sufficient to replace the crushed rock rod 22 with a new one. However, it is a waste of material to replace the whole crushed rock rod 22 only the blade portion of which is worn away, and it is also costly. Is.

【0004】上記に対処するため、砕岩棒を2分割する
構成のものが提供されている(実公昭63−32228
号公報参照)。これは砕岩棒の本体と刃先とを凹凸の関
係で入り組ませ、かつ、その部分に連通する孔を穿ち、
その孔に連結軸を挿入して分解可能にしたものであり、
連結棒は弾性層で被覆され、両端部に金属円盤を当て、
スナップリングで孔に抜け止めをするようになってい
る。このような構成によれば、刃先が磨滅した場合には
連結軸を抜いて本体から刃先だけを分離し、該刃先を新
品と交換することが可能であり、資材の無駄をなくすこ
とができる。
In order to cope with the above, a structure in which a crushed rock rod is divided into two is provided (Jitsuko 63-32228).
(See the official gazette). This makes the main body of the crushed rock rod and the cutting edge intricate in a concavo-convex relationship, and punches a hole communicating with that part,
A connecting shaft is inserted into the hole to allow disassembly,
The connecting rod is covered with an elastic layer, metal disks are applied to both ends,
A snap ring is used to prevent the hole from coming off. With such a configuration, when the blade tip is worn out, the connecting shaft can be pulled out to separate only the blade tip from the main body, and the blade tip can be replaced with a new one, thereby eliminating waste of materials.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、このよ
うな従来の2分割構成の砕岩棒は、単に連結棒だけで刃
先を本体に連結しているため、使用時に岩盤に衝突した
際の衝撃力に基づく刃先と本体との連結部分に対する応
力によって刃先の脱落とか破損が発生することがあり、
実用性に欠けるという難点があった。また、このような
脱落とか破損を防止するためには、連結部分の強度を増
大させなければならないから、凸凹部分の形状や連結軸
の径が当然に大きくならざるを得ない。
However, in such a conventional two-division crushed rock rod, the cutting edge is connected to the main body only by the connecting rod, and therefore the impact force when the rock is collided during use. Due to the stress on the connecting part between the cutting edge and the main body, the cutting edge may fall off or be damaged,
There was a drawback that it was not practical. Further, in order to prevent such dropout or damage, it is necessary to increase the strength of the connecting portion, so that the shape of the convex and concave portions and the diameter of the connecting shaft are inevitably large.

【0006】更に本体と刃先とが角部形状により連結さ
れているため、角部が衝突時の応力が集中する箇所とな
ってクラックが発生する原因ともなり、又前記連結軸が
スナップリングで抜け止めされているため、外部からの
過大な荷重によっても抜け落ちる可能性が高いという問
題点を有している。
Further, since the main body and the cutting edge are connected by the shape of the corner, the corner becomes a place where stress at the time of collision is concentrated, which may cause a crack, and the connecting shaft is pulled out by the snap ring. Since it is stopped, there is a problem that there is a high possibility that it will fall out due to an excessive load from the outside.

【0007】そこで、本発明は上記2分割した砕岩棒の
連結部分の構造を改良して、落下時の衝撃及び過大な荷
重によって刃先が破損又は脱落することがなく、安定し
た砕岩作業を行うことができる砕岩棒及びその組立方法
を得ることを目的とするものである。
Therefore, the present invention improves the structure of the connecting portion of the above-described two-divided rock-crushing rods so that the cutting edge will not be damaged or fallen off due to the impact and excessive load at the time of falling, and stable rock-crushing work can be performed. The purpose is to obtain a crushed rock rod and a method for assembling the same.

【0008】[0008]

【課題を解決するための手段】本発明は上記の目的を達
成するため、本体の先端部に一体形成された凸部と、該
凸部と対応する部位の刃先に形成された凹部とを備え、
上記凸部と凹部を貫通して2箇所に設けた透孔に固定用
のスプールとウエッジを挿通して、抜止め用の止金具を
用いて透孔の両端部を閉塞した砕岩棒の構成を提供す
る。そして、上記本体と刃先とは、両者が密着している
当り面と、両者が密着していない曲折面を有して前記凸
部と凹部とによって嵌合され、上記凸部の先端部と凹部
の最奥部には間隙が形成されている。
In order to achieve the above object, the present invention comprises a convex portion integrally formed at the tip of the main body, and a concave portion formed at the cutting edge corresponding to the convex portion. ,
The structure of the crushed rock rod in which the spool and the wedge for fixing are inserted into the through holes provided at the two places penetrating the above-mentioned convex portion and the concave portion and both ends of the through hole are closed by using the retaining metal fittings for retaining. provide. The main body and the cutting edge have a contact surface where both are in close contact with each other and a curved surface where both are not in close contact with each other, and are fitted by the convex portion and the concave portion, and the tip portion of the convex portion and the concave portion. A gap is formed in the innermost part of the.

【0009】また、本体の凸部を刃先の凹部に嵌合した
後、所定の間隙を形成しながら本体と刃先とを貫通して
設けられた透孔内にスプールを挿通し、仮溶接によって
スプールを固定した後、予め長めに形成されているウエ
ッジを透孔内に入れて均等に打込み、開先部の全周溶接
を行ってから該ウエッジの増締をし、該ウエッジの余分
な部分を切断してスプールとウエッジとの合せ面を溶接
し、止金具を用いて透孔の全周溶接を行うようにした砕
岩棒の組立方法を提供する。
Further, after the convex portion of the main body is fitted in the concave portion of the cutting edge, the spool is inserted into a through hole provided through the main body and the cutting edge while forming a predetermined gap, and the spool is temporarily welded. After fixing, insert a wedge formed in advance in the through hole and drive it evenly, after welding the entire circumference of the groove part, retighten the wedge and remove the excess part of the wedge. Provided is a method for assembling a crushed rock rod in which a mating surface of a spool and a wedge is cut and welded, and a perforation hole is welded all around by using a fastener.

【0010】[0010]

【作用】上記本発明によれば、本体と刃先とが2箇所に
設けた透孔と該透孔に挿通されたスプール,ウエッジを
用いて連結されているため、砕岩棒の落下時に刃先への
衝撃荷重を受ける面の応力分散効果に基づいて、本体と
刃先との各凸部と凹部への応力集中をなくして衝撃荷重
に起因する破損を防止することが出来る。更に本体と刃
先とは、両者が密着している当り面と、両者が密着して
いない曲折面を有して凸部と凹部とが嵌合され、しかも
間隙を介在して連結されているので、刃先部分が受ける
衝撃は当たり面で強固に受け止めて本体に伝達し、連結
部の構造的強度が向上するとともに、この当り面と曲折
面及び間隙によっても衝撃による応力が分散されて、通
常の角部形状にした場合における角部への応力集中をな
くしてクラックの発生がないという作用が得られる。
According to the present invention, since the main body and the cutting edge are connected by using the through hole provided at two places and the spool and the wedge inserted through the through hole, when the rock breaking rod falls, Based on the stress distribution effect of the surface receiving the impact load, it is possible to prevent the stress concentration on the convex portions and the concave portions of the main body and the cutting edge to prevent damage due to the impact load. Furthermore, since the main body and the cutting edge have a contact surface where both are in close contact with each other and a curved surface where both are not in close contact with each other, the convex portion and the concave portion are engaged with each other, and are connected with each other with a gap therebetween. , The impact received by the cutting edge is firmly received by the contact surface and transmitted to the main body, and the structural strength of the connecting portion is improved, and the stress due to the impact is also dispersed by the contact surface, the bent surface and the gap, and the normal When the corner portion is formed, stress concentration on the corner portion can be eliminated, and the effect that no crack is generated can be obtained.

【0011】そして刃先が磨滅した場合には、別途に用
意した刃先の凹部に本体の凸部を嵌合した後、2箇所に
設けられた透孔内にスプールを挿通して仮溶接によって
固定した後、予め長めに形成されているウエッジを透孔
内に入れて均等に打込み、開先部の全周溶接を行ってか
ら該ウエッジの増締をし、該ウエッジの余分な部分を切
断して合せ面を溶接し、止金具を用いて透孔の全周溶接
を行うことにより、刃先だけを簡単に新品と交換するこ
とが可能であり、資材の無駄をなくすことができる。
When the blade edge is worn out, the convex portion of the main body is fitted into the separately prepared concave portion of the blade edge, and then the spool is inserted into the through holes provided at two positions and fixed by temporary welding. After that, insert a wedge formed in advance in the through hole and drive it evenly, after welding the entire circumference of the groove part, retighten the wedge and cut the excess part of the wedge. By welding the mating surfaces and welding the entire circumference of the through hole using the fastener, it is possible to easily replace only the cutting edge with a new one, and waste of materials can be eliminated.

【0012】[0012]

【実施例】以下図面に基づいて、本発明にかかる砕岩棒
の一実施例を説明する。図1及び図2に示したように、
全体的にたがね形をした砕岩棒1は、本体2と刃先3と
に二分割して構成されていて、本体2の先端部には凸部
4が一体形成されているとともに、該凸部4と対応する
部位の刃先3に凹部5が形成されている。図示例では本
体2と刃先3との分割部分が刃先3の先端部から略1/
4の箇所に設けられている。なお、この分割部分は砕岩
棒のサイズや形状に応じて適宜の位置を選択すれば良い
ものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a rock breaking rod according to the present invention will be described below with reference to the drawings. As shown in FIGS. 1 and 2,
The crushed rock rod 1 having a chisel shape is divided into a main body 2 and a cutting edge 3, and a convex portion 4 is integrally formed at the tip of the main body 2. A recess 5 is formed in the blade edge 3 at a portion corresponding to the portion 4. In the illustrated example, the divided portion of the main body 2 and the cutting edge 3 is approximately 1 / from the tip of the cutting edge 3.
It is provided at four locations. It should be noted that this divided portion may be selected at an appropriate position according to the size and shape of the crushed rock rod.

【0013】そして凸部4と凹部5とを相互に嵌合し
て、両者を貫通するように2箇所に設けた透孔6,6に
スプール7とウエッジ8を挿通し、止金具9,9を用い
て該スプール7とウエッジ8の抜止めをはかっている。
Then, the convex portion 4 and the concave portion 5 are fitted to each other, and the spool 7 and the wedge 8 are inserted into the through holes 6 and 6 provided at two places so as to penetrate the both, and the stoppers 9 and 9 are attached. Is used to prevent the spool 7 and wedge 8 from coming off.

【0014】図3により上記凸部4と凹部5との嵌合固
定部分の詳細と組立順序を説明する。即ち本体2と刃先
3とは、両者が密着している当り面10と、両者が密着
していない曲折面11を有して上記凸部4と凹部5とが
嵌合され、この凸部4の先端部と凹部5の最奥部には間
隙12が形成されている。上記当り面10の外側には開
先部10aが設けられている。上記当り面10と曲折面
11は予めグラインダー仕上げによって平滑面に形成さ
れている。また、透孔6の端部近傍には段部6aが形成
されており、更に本体2から透孔6内にわずかに突出す
る係止部13が存在する。
The details of the fitting and fixing portion between the convex portion 4 and the concave portion 5 and the assembling sequence will be described with reference to FIG. That is, the main body 2 and the cutting edge 3 have a contact surface 10 in which they are in close contact with each other and a bent surface 11 in which they are not in close contact with each other, and the convex portion 4 and the concave portion 5 are fitted to each other. A gap 12 is formed between the tip of the concave portion and the innermost portion of the concave portion 5. A groove 10a is provided outside the contact surface 10. The contact surface 10 and the bent surface 11 are previously formed as smooth surfaces by a grinder finish. A step 6a is formed in the vicinity of the end of the through hole 6, and a locking portion 13 slightly protruding from the main body 2 into the through hole 6 is present.

【0015】そして組立時には、図示したように凸部4
を凹部5に嵌合した後、図面上でスプール7の首の細い
方を上にして、本体2の係止部13との間に間隙20を
形成しながら該スプール7を透孔6内に挿通し、同じく
図面上で下方に抜けないように仮溶接によってスプール
7を固定する。この時に係止部13によってスプール7
の位置決めが行われる。
At the time of assembly, as shown in the drawing, the convex portion 4
After fitting into the recess 5, the spool 7 is inserted in the through hole 6 while forming a gap 20 between the spool 7 and the locking portion 13 of the main body 2 with the neck of the spool 7 facing upward in the drawing. The spool 7 is inserted, and the spool 7 is fixed by temporary welding so that it does not come out downward in the drawing. At this time, the spool 7 is locked by the locking portion 13.
Is positioned.

【0016】引き続いて透孔6内にウエッジ8を挿通
し、前記当り面10が密着するように該ウエッジ8を均
等に打込む。このウエッジ8は後述する増締を行えるよ
うに予め長めに形成されている。次に開先部10aを全
周溶接し、ウエッジ8を更に打込んで増締を行ってから
該ウエッジ8の余分な部分をガス切断する。次にスプー
ル7とウエッジ8との合せ面14を溶接し、止金具9を
入れて前記段部6aにて透孔6の全周溶接を行って組立
が完了する。
Subsequently, the wedge 8 is inserted into the through hole 6, and the wedge 8 is evenly driven so that the contact surface 10 is in close contact. The wedge 8 is formed long in advance so that the tightening described later can be performed. Next, the groove portion 10a is welded all around, and the wedge 8 is further driven to perform tightening, and then an excess portion of the wedge 8 is gas-cut. Next, the mating surface 14 of the spool 7 and the wedge 8 is welded, the stopper metal 9 is inserted, and the perimeter of the through hole 6 is welded at the step 6a to complete the assembly.

【0017】上記スプール7は透孔6の全長さよりも短
く、図4乃至図6に示したように、円弧部7aとその対
面側に傾斜した溝7bを長手方向へ開設したガイド部1
5を有する。円弧部7aには前記凸部4を離間して係合
するコ字形の切欠部7cが形成されている。更に溝7b
の両端部には開先部16が形成されている。
The spool 7 is shorter than the entire length of the through hole 6, and as shown in FIGS. 4 to 6, the guide portion 1 is provided with a circular arc portion 7a and a groove 7b inclined opposite to the arc portion 7a in the longitudinal direction.
Have 5. The arcuate portion 7a is formed with a U-shaped notch portion 7c which engages the convex portion 4 with being separated from each other. Further groove 7b
A groove 16 is formed at both ends of the groove.

【0018】上記ウエッジ8は図7乃至図9に示したよ
うに、円弧部8aとその対面側に傾斜した突条部8bか
らなるガイド部17とを有し、ガイド部17はスプール
7のガイド部15に係合する。従って図10乃至図12
に示したように、スプール7のガイド部15にウエッジ
8の突条部8bを係合してウエッジ8を打込むことによ
り、スプール7とウエッジ8とが密着して透孔6内に挿
入固定される。
As shown in FIGS. 7 to 9, the wedge 8 has a circular arc portion 8a and a guide portion 17 composed of a protruding portion 8b inclined on the opposite side, and the guide portion 17 is a guide for the spool 7. Engage with section 15. Therefore, FIGS.
As shown in FIG. 7, by engaging the protruding portion 8b of the wedge 8 with the guide portion 15 of the spool 7 and driving the wedge 8, the spool 7 and the wedge 8 come into close contact with each other and are inserted and fixed in the through hole 6. To be done.

【0019】止金具9は透孔6を閉塞する長円形の板体
であり、透孔6の開口部を覆ってからその周囲を溶接に
て連結される。
The stopper 9 is an oval plate that closes the through hole 6 and covers the opening of the through hole 6 and then welds the periphery thereof.

【0020】実際の使用時には、作業現場において本体
2の凸部4と刃先3と凹部5とを嵌合してからスプール
7とウエッジ8を利用して両者を連結することにより、
砕岩棒1を容易に組み立てることができる。そしてフロ
ーティングクレーン船等に装備されたクレーンにて砕岩
棒1を吊り上げ、クラッチを切ることによって岩盤に自
重落下させて砕岩を行う。
At the time of actual use, by fitting the convex portion 4, the cutting edge 3 and the concave portion 5 of the main body 2 at the work site, the spool 7 and the wedge 8 are used to connect the both.
The crushed rock rod 1 can be easily assembled. Then, the rock-crushing rod 1 is lifted by a crane equipped on a floating crane ship or the like, and the clutch is disengaged so that the rock-crushing bar 1 is allowed to drop on the bedrock by its own weight to perform rock-crushing.

【0021】そして本実施例では、本体2と刃先3とが
2箇所に設けた透孔6,6と該透孔6,6に挿通された
スプール7,ウエッジ8により連結されているため、本
体2と刃先3の各凸部4と凹部5の破損を未然に防止す
ることが出来る。即ち、砕岩棒1を岩盤23に落下させ
た際に、船のローリングとかヨーイング及び砕岩棒1を
取付けた吊りロープのずれ、もしくは岩盤23自体の起
伏形状により、刃先3が岩盤23に対して平行に当たる
ことは極めて少なく、通常は例えば図13に示したよう
に刃先3の下部両角部のどちらかが先に着岩する姿勢と
なる。本実施例の場合、刃先3の両角部での衝撃荷重を
受ける面をA,Bとすると、面A,Bの近傍に上記透孔
6,6及び連結部構造が2箇所設けられているため、図
14に示したように面A,Bによる応力分散効果に基づ
いて、本体2と刃先3との各凸部4と凹部5への応力集
中をなくして衝撃荷重に起因する破損を防止することが
出来る。
In this embodiment, the main body 2 and the cutting edge 3 are connected to each other by the through holes 6 and 6 provided at two places, the spool 7 and the wedge 8 inserted through the through holes 6 and 6, and thus the main body is connected. It is possible to prevent damage to the convex portions 4 and the concave portions 5 of the blade 2 and the cutting edge 3 in advance. That is, when the crushed rock rod 1 is dropped onto the rock mass 23, the blade edge 3 is parallel to the rock mass 23 due to rolling of the ship, yawing and displacement of the suspension rope to which the crushed rock stick 1 is attached, or the undulating shape of the rock mass 23 itself. It is extremely rare to hit the rock, and normally, as shown in FIG. 13, for example, one of the lower corners of the cutting edge 3 is in a posture of landing on the rock first. In the case of this embodiment, assuming that the surfaces receiving the impact load at both corners of the cutting edge 3 are A and B, the through holes 6 and 6 and the connecting portion structure are provided at two locations in the vicinity of the surfaces A and B. As shown in FIG. 14, based on the stress distribution effect by the surfaces A and B, stress concentration on the convex portions 4 and the concave portions 5 of the main body 2 and the cutting edge 3 is eliminated to prevent damage due to impact load. You can

【0022】更に本実施例における本体2と刃先3と
は、図3に示したように両者が密着している当り面10
と、両者が密着していない曲折面11を有して凸部4と
凹部5とが嵌合され、かつ、間隙12を介在して連結さ
れているので、この当り面10と曲折面11及び間隙1
2によっても衝撃による応力を分散することが出来る。
即ち、従来例のように曲折面11をなくして通常の角部
形状にした場合には、この角部が衝突時の応力が集中す
る箇所となってしまい、クラックが発生する原因となる
ものであるが、本実施例では密着している当り面10で
衝突による荷重を受け止め、かつ、密着していない曲折
面11と間隙12によって上記応力が分散されるという
作用が得られる。
Furthermore, in the present embodiment, the main body 2 and the cutting edge 3 are in contact with each other as shown in FIG.
Since the convex portion 4 and the concave portion 5 are fitted with each other by having the bent surface 11 that is not in close contact with each other and are connected through the gap 12, the contact surface 10 and the bent surface 11 and Gap 1
Even with 2, the stress due to impact can be dispersed.
That is, when the bent surface 11 is eliminated to form a normal corner shape as in the conventional example, this corner becomes a location where stress at the time of collision concentrates, which causes a crack to occur. However, in this embodiment, the contact surface 10 that is in close contact receives the load due to the collision, and the stress is dispersed by the bent surface 11 and the gap 12 that are not in close contact.

【0023】尚、本実施例における刃先3の形状とか刃
先幅、材質等は自在に変更可能であり、作業現場での岩
盤23の強度等に応じて異型の刃部を持つ刃先3に変え
ることによって作業効率を高めることが出来る。
In this embodiment, the shape of the cutting edge 3, the width of the cutting edge, the material, etc. can be freely changed, and the cutting edge 3 can be changed to a cutting edge having an irregular shape according to the strength of the bedrock 23 at the work site. Can improve work efficiency.

【0024】[0024]

【発明の効果】以上説明した本発明によれば、本体と刃
先とが2箇所に設けた透孔と該透孔に挿通されたスプー
ル,ウエッジを用いて連結されているため、連結部の構
造的強度が向上するとともに岩盤に衝突した際の衝撃力
に基づく刃先と本体との連結部分に対する応力によって
刃先の脱落とか破損が発生せず、連結部分の強度を増大
させるために特に凸凹部分の形状や連結部材を大きくす
る必要がないため、コスト的にも有利となる。更に本体
と刃先とは、両者が密着している当り面と、両者が密着
していない曲折面を有しているため、刃先が受ける衝撃
は当たり面で強固に受け止められ、曲折面及び間隙によ
って衝撃による応力を分散してクラックの発生を防止す
ることが出来る。
According to the present invention described above, since the main body and the cutting edge are connected by using the through holes provided at two places and the spool and the wedge inserted through the through holes, the structure of the connecting portion is provided. The strength of the cutting edge does not drop or break due to the stress on the connecting part between the cutting edge and the main body due to the impact force when it collides with the rock mass, and in particular the shape of the convex and concave parts to increase the strength of the connecting part There is no need to increase the size of the connection member or the connecting member, which is advantageous in terms of cost. Furthermore, since the main body and the cutting edge have a contact surface where both are in close contact with each other and a curved surface where both are not in close contact, the impact received by the blade edge is firmly received by the contact surface, and due to the curved surface and the gap. It is possible to disperse the stress due to impact and prevent the occurrence of cracks.

【0025】更に砕岩棒の組立時には、透孔内にスプー
ルを挿通して固定した後、予め長めに形成されているウ
エッジを透孔内に挿通して均等に打込み、開先部の全周
溶接を行ってから該ウエッジの増締をし、該ウエッジの
余分な部分を切断し、止金具を用いて透孔の全周溶接を
行うようにしたことにより、仮に透孔の形状に衝撃に起
因する変形があった場合にも上記増締によって対処可能
であり、強固な連結構造が得られる。そして刃先の交換
作業は現場で容易に実施可能であり、かつ、透孔に止金
具を溶接したことにより、外部からの過大な荷重によっ
てもスプールとウエッジとが抜け落ちる惧れがなく、実
用性が高いという効果を発揮する。
Further, at the time of assembling the rock-crushing rod, after inserting the spool into the through hole and fixing it, the wedge formed in advance is inserted into the through hole and is evenly driven, and the entire circumference of the groove is welded. After tightening, the wedge is retightened, the excess part of the wedge is cut, and the entire circumference of the through hole is welded using a fastener, so that the shape of the through hole is temporarily impacted. Even if there is a deformation that occurs, it can be dealt with by the above tightening, and a strong connection structure can be obtained. The blade tip can be easily replaced on site, and by welding the stoppers to the through hole, the spool and wedge will not fall off even if an excessive load is applied from the outside, making it practical. Demonstrate the effect of high.

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

【図1】本発明の一実施例を示す側面図。FIG. 1 is a side view showing an embodiment of the present invention.

【図2】図1の平面図。FIG. 2 is a plan view of FIG.

【図3】図1の1部分を拡大した断面側面図。3 is an enlarged sectional side view of a portion of FIG.

【図4】スプールを示す側面図。FIG. 4 is a side view showing a spool.

【図5】スプールを示す正面図。FIG. 5 is a front view showing a spool.

【図6】スプールを示す平面図。FIG. 6 is a plan view showing a spool.

【図7】ウエッジを示す側面図。FIG. 7 is a side view showing a wedge.

【図8】ウエッジを示す正面図。FIG. 8 is a front view showing a wedge.

【図9】ウエッジを示す平面図。FIG. 9 is a plan view showing a wedge.

【図10】スプールとウエッジとの関係を示す側面図。FIG. 10 is a side view showing the relationship between the spool and the wedge.

【図11】スプールとウエッジの関係を示す側面図。FIG. 11 is a side view showing the relationship between the spool and the wedge.

【図12】スプールとウエッジの関係を示す平面図。FIG. 12 is a plan view showing the relationship between the spool and the wedge.

【図13】本実施例にかかる砕岩棒の使用時の状態を説
明する概要図。
FIG. 13 is a schematic diagram illustrating a state when the rock-crushing rod according to the present embodiment is used.

【図14】図13のC部分の断面説明図。14 is a cross-sectional explanatory view of a C portion of FIG.

【図15】通常の砕岩棒の使用状態を説明するための概
要図。
FIG. 15 is a schematic diagram for explaining a usage state of a normal rock breaking rod.

【符号の説明】[Explanation of symbols]

1…砕岩棒 2…本体 3…刃先 4…凸部 5…凹部 6…透孔 7…スプール 8…ウエッジ 9…止金具 10…当り面 11…曲折面 12,20…間隙 13…係止部 14…合せ面 15,17…ガイド部 DESCRIPTION OF SYMBOLS 1 ... Rock-crushing rod 2 ... Main body 3 ... Blade 4 ... Convex part 5 ... Recessed part 6 ... Through hole 7 ... Spool 8 ... Wedge 9 ... Stopper 10 ... Abutting surface 11 ... Bent surface 12, 20 ... Gap 13 ... Locking part 14 … Mating surface 15, 17… Guide part

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 本体の先端部に一体形成された凸部と、
該凸部と対応する部位の刃先に形成された凹部とを備
え、上記凸部と凹部を貫通して2箇所に設けた透孔に固
定用のスプールとウエッジを挿通して、抜止め用の止金
具を用いて透孔の両端部を閉塞したことを特徴とする砕
岩棒。
1. A convex portion integrally formed at a tip portion of a main body,
The protrusion is provided with a concave portion formed at the blade edge corresponding to the convex portion, and the fixing spool and wedge are inserted through the through holes provided at two positions penetrating the convex portion and the concave portion to prevent slippage. A crushed rock rod characterized in that both ends of the through hole are closed by using fasteners.
【請求項2】 本体と刃先とは、両者が密着している当
り面と、両者が密着していない曲折面を有して前記凸部
と凹部とによって嵌合され、上記凸部の先端部と凹部の
最奥部には間隙を形成して成る請求項1記載の砕岩棒。
2. The body and the cutting edge have a contact surface where both are in close contact with each other and a curved surface where both are not in close contact with each other, and are fitted by the convex portion and the concave portion, and the tip portion of the convex portion. The crushed rock rod according to claim 1, wherein a gap is formed in the innermost portion of the recess.
【請求項3】 本体と刃先部分とに穿設された透孔は長
円形である請求項1又は2記載の砕岩棒。
3. The rock breaking rod according to claim 1 or 2, wherein the through holes formed in the main body and the cutting edge portion are oval.
【請求項4】 本体の凸部を刃先の凹部に嵌合した後、
所定の間隙を形成しながら本体と刃先とを貫通して設け
られた透孔内にスプールを挿通し、仮溶接によってスプ
ールを固定した後、予め長めに形成されているウエッジ
を透孔内に入れて均等に打込み、開先部の全周溶接を行
ってから該ウエッジの増締をし、該ウエッジの余分な部
分を切断してスプールとウエッジとの合せ面を溶接し、
止金具を用いて透孔の全周溶接を行うことを特徴とする
砕岩棒の組立方法。
4. After fitting the convex portion of the main body into the concave portion of the cutting edge,
Insert the spool into the through hole provided through the main body and the cutting edge while forming a predetermined gap, and fix the spool by temporary welding, then insert the wedge formed in advance into the through hole. Drive evenly, after welding the entire circumference of the groove, retighten the wedge, cut the excess part of the wedge and weld the mating surface of the spool and the wedge,
A method for assembling a crushed rock rod, characterized in that the perimeter welding of a through hole is performed using a fastener.
JP13770492A 1992-04-28 1992-04-28 Rock-crushing rod and its assembling method Expired - Lifetime JPH0739674B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13770492A JPH0739674B2 (en) 1992-04-28 1992-04-28 Rock-crushing rod and its assembling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13770492A JPH0739674B2 (en) 1992-04-28 1992-04-28 Rock-crushing rod and its assembling method

Publications (2)

Publication Number Publication Date
JPH05306594A JPH05306594A (en) 1993-11-19
JPH0739674B2 true JPH0739674B2 (en) 1995-05-01

Family

ID=15204874

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13770492A Expired - Lifetime JPH0739674B2 (en) 1992-04-28 1992-04-28 Rock-crushing rod and its assembling method

Country Status (1)

Country Link
JP (1) JPH0739674B2 (en)

Also Published As

Publication number Publication date
JPH05306594A (en) 1993-11-19

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