JPH0115754Y2 - - Google Patents

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Publication number
JPH0115754Y2
JPH0115754Y2 JP1984117791U JP11779184U JPH0115754Y2 JP H0115754 Y2 JPH0115754 Y2 JP H0115754Y2 JP 1984117791 U JP1984117791 U JP 1984117791U JP 11779184 U JP11779184 U JP 11779184U JP H0115754 Y2 JPH0115754 Y2 JP H0115754Y2
Authority
JP
Japan
Prior art keywords
expandable body
elastic
elastic expandable
crushing
expansion
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
JP1984117791U
Other languages
Japanese (ja)
Other versions
JPS6132294U (en
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
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Priority to JP11779184U priority Critical patent/JPS6132294U/en
Priority to US06/759,361 priority patent/US4711501A/en
Publication of JPS6132294U publication Critical patent/JPS6132294U/en
Application granted granted Critical
Publication of JPH0115754Y2 publication Critical patent/JPH0115754Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 イ 産業上の利用分野 本考案は圧力流体を利用した岩石等の破砕装
置、詳しくは岩盤あるいはコンクリート盤等に穿
つた孔に挿入してその岩盤やコンクリート等を破
砕するための装置に関するものである。
[Detailed explanation of the invention] A. Field of industrial application This invention is a device for crushing rocks, etc., using pressurized fluid, specifically, a device for crushing rocks, concrete, etc. by inserting it into a hole drilled in a bedrock or concrete slab. It relates to a device for.

ロ 従来技術 従来から岩石や岩盤あるいはコンクリート盤等
を破砕するための最も一般的な方法として発破工
法が用いられているが、この工法によるときは必
然的に激しい騒音と塵埃が発生して周辺地域の環
境に悪影響を与えるばかりでなく、発生した塵埃
は抗内作業環境を悪化し、また作業の安全性を害
するなどという問題点があり、騒音や振動あるい
は粉塵の発生の少ない岩石破砕工法が強く要望さ
れている。
B. Conventional technology Blasting has traditionally been used as the most common method for crushing rocks, bedrock, concrete slabs, etc., but when this method is used, it inevitably generates intense noise and dust, which can affect the surrounding area. Not only does it have a negative impact on the environment, but the generated dust also worsens the working environment inside the mine and impairs work safety.Therefore, rock crushing methods that generate less noise, vibration, and dust are strongly recommended. It is requested.

近年かかる要望に対応して、破砕すべき岩石
(以下破砕対象物という)に予め穿孔しておき、
その穿孔部に圧力流体を圧入し、流体圧によつて
破砕対象物を破砕するという工法が開発され、ト
ンネル建設などに好んで用いられている。
In response to such requests in recent years, holes are drilled in the rock to be crushed (hereinafter referred to as the object to be crushed) in advance.
A construction method has been developed in which pressurized fluid is injected into the perforated portion and the object to be crushed is crushed by the fluid pressure, and this method is preferred for use in tunnel construction and the like.

また最近他の低騒音工法として、破砕対象物に
予め穿設した孔に石灰系充填物を充填し、その化
学反応によつて充填物を膨脹させ、その膨脹圧で
破砕対象物を静的に破砕する工法が提案されてい
る。
Recently, as another low-noise construction method, a lime-based filler is filled into holes drilled in advance in the object to be crushed, and the filler is expanded by a chemical reaction, and the expansion pressure statically staticizes the object to be crushed. A method of crushing has been proposed.

さらに、破砕すべき岩石に穿設した孔内にチユ
ーブ形状の弾性膨脹体を挿入し、該弾性膨脹体内
に圧力流体を供給して膨脹させ、その膨脹圧で岩
石を破砕する手段も採用されている。
Furthermore, a method has also been adopted in which a tube-shaped elastic expandable body is inserted into a hole drilled in a rock to be crushed, pressure fluid is supplied into the elastic expandable body to cause it to expand, and the rock is crushed by the expansion pressure. There is.

ハ 考案が解決しようとする問題点 上記したような流体圧利用による破砕工法ある
いは充填物の化学的膨脹による破砕工法は、前記
した発破工法の問題点の改善に役立つてはいる
が、前者の流体圧入による破砕工法においては、
破砕対象物に亀裂等の僅かの隙間が存在している
場合にはその亀裂部分から圧力流体が漏洩し、破
砕のための必要な圧力が得られないという問題点
があり、また後者の充填物の化学反応膨脹におい
ては、石灰系充填剤の膨脹反応時間が可成り長い
ために作業能率が悪く、その上経済的にも高価と
なり作業コストが嵩むという欠点がある。
C. Problems that the invention aims to solve Although the above-mentioned fracturing method using fluid pressure or the fracturing method using chemical expansion of the filling material are useful for improving the problems of the above-mentioned blasting method, In the crushing method using press-in,
If there are small gaps such as cracks in the object to be crushed, there is a problem in that pressure fluid leaks from the cracks and the necessary pressure for crushing cannot be obtained. In the chemical reaction expansion, the expansion reaction time of the lime-based filler is quite long, resulting in poor working efficiency and, moreover, disadvantages in that it is economically expensive and increases the working cost.

さらに、弾性膨脹体の膨脹圧による岩石破砕手
段によれば、柔軟な弾性膨脹体を岩石に穿設した
孔内に挿入するのが困難であるばかりでなく、こ
の弾性膨脹体に圧力流体を供給して膨脹させる
と、長さ方向に何等の伸長規制手段が設けられて
いないために、圧力流体により径方向に膨脹して
穿孔の壁面に押圧したのちには、長さ方向に圧力
流体の逃げが生じて弾性膨脹体が伸長し、岩石の
破砕を行うことができないという問題点がある。
Furthermore, according to rock crushing means using the expansion pressure of an elastic expandable body, it is not only difficult to insert the flexible elastic expandable body into a hole drilled in the rock, but also to supply pressurized fluid to the elastic expandable body. When the pressure fluid expands in the radial direction and presses against the wall of the borehole, the pressure fluid escapes in the length direction because there is no means for restricting expansion in the length direction. This causes the problem that the elastic expandable body elongates, making it impossible to crush the rock.

このため、金属棒等の芯材を弾性膨脹体に挿通
し、該弾性膨脹体の両端部を芯材に密着、固定す
ることも考えられるが、弾性膨脹体が膨脹して孔
壁に圧着し、凹凸面の激しい壁面に食い込んで局
部的な破損、破裂が発生し、短時間で使用ができ
なくなるものであり、さらに、弾性膨脹体内に圧
入する圧力流体が弾性膨脹体の両端間に亘つて該
弾性膨脹体を芯材から離間させようとする強力な
圧力となり、芯材に密着している弾性膨脹体の両
端部がその圧力によつて芯材から浮き上がり、〓
間が生じて圧力流体が軸方向に漏洩し、膨脹圧が
低下して岩石の破砕が行えなくなるという問題点
があつた。
For this reason, it is conceivable to insert a core material such as a metal rod into an elastic expandable body and to tightly attach and fix both ends of the elastic expandable body to the core material, but the elastic expandable body expands and presses against the hole wall. It bites into the highly uneven wall surface and causes local damage or rupture, rendering it unusable in a short period of time.Furthermore, the pressurized fluid that is forced into the elastic expandable body stretches between both ends of the elastic expandable body. A strong pressure is generated to separate the elastic expansion body from the core material, and both ends of the elastic expansion body that are in close contact with the core material lift up from the core material due to the pressure.
There was a problem in that the pressure fluid leaked in the axial direction due to the gap, and the expansion pressure decreased, making it impossible to crush the rock.

ニ 問題を解決するための手段 本考案における岩石等の破砕装置は、第1図お
よび第2図に示しているように、内周面側に圧力
流体を流入せしめるための開口1を有し、該開口
1から肉厚層部内において端部側に向つて延びる
環状空間2を備えた筒状弾性膨脹体3が、該弾性
膨脹体3の内周面中央部に流出口4を指向せしめ
た流体通路5を備える金属製固体芯材6の外周に
密着嵌装され、更に該弾性膨脹体3の外周に少な
くとも両端部が重なり合うように可撓性シート状
の保護カバー7が巻回されてなり、破砕対象物、
例えば岩盤Aに上記装置が挿入し得る程度の孔B
を穿設したのち、該装置を該孔B内に挿入し、し
かるのち固体芯材6の一端部から流体通路5内に
圧力流体を圧入して該圧力流体を上記開口1から
環状空間2内に導き入れるとともに該弾性膨脹体
3を膨脹させ、保護カバー7を介して岩盤Aを破
砕するようになしたものである。
D. Means for solving the problem As shown in FIGS. 1 and 2, the device for crushing rocks, etc. in the present invention has an opening 1 for allowing pressure fluid to flow into the inner peripheral surface side, A cylindrical elastic expandable body 3 having an annular space 2 extending from the opening 1 toward the end within the thick layer portion is configured to receive fluid with an outflow port 4 directed toward the center of the inner peripheral surface of the elastic expandable body 3. A protective cover 7 in the form of a flexible sheet is tightly fitted around the outer periphery of a solid metal core material 6 having a passage 5, and is further wound around the outer periphery of the elastic expandable body 3 so that at least both ends thereof overlap. object to be crushed,
For example, hole B is large enough to allow the above device to be inserted into rock A.
After drilling, the device is inserted into the hole B, and then pressurized fluid is forced into the fluid passage 5 from one end of the solid core material 6, and the pressure fluid is introduced into the annular space 2 from the opening 1. At the same time, the elastic expandable body 3 is expanded to crush the rock A through the protective cover 7.

ホ 作用 まず破砕せんとする岩盤Aの所定個所に、上記
装置の見掛けの外径にほぼ等しい孔Bを穿設し、
その孔Bに該装置を挿入セツトする。続いて図示
せざる圧力流体の供給源から任意の導管を介して
該装置の固体芯材6の流体通路4内に圧力流体を
圧入すると、その圧力流体は、開口1から上記弾
性膨脹体3の環状空間2内に流入して該環状空間
2の内周壁8を固体芯材6に向つて押圧して該弾
性膨脹体3と該芯材6との密着度を高めて圧力流
体の軸方向への漏洩を防止するとともに、該弾性
膨脹体3を外方に向つて膨脹させ、この膨脹力を
保護カバー7を介して岩盤Aに伝達し、岩盤Aを
破砕するという作用をなす。
E. Action: First, a hole B is drilled at a predetermined location in the rock mass A to be crushed, and the hole B is approximately equal to the apparent outer diameter of the above device.
Insert and set the device into hole B. Subsequently, pressurized fluid is injected into the fluid passage 4 of the solid core member 6 of the device through an arbitrary conduit from a pressure fluid supply source (not shown), and the pressure fluid flows through the opening 1 into the elastic expandable body 3. It flows into the annular space 2 and presses the inner circumferential wall 8 of the annular space 2 toward the solid core material 6 to increase the degree of close contact between the elastic expansion body 3 and the core material 6 and move in the axial direction of the pressure fluid. The elastic expandable body 3 is expanded outward, and this expansion force is transmitted to the rock mass A via the protective cover 7, thereby crushing the rock mass A.

ヘ 実施例 上記した弾性膨脹体3は、ゴム、あるいは弾性
を有するプラスチツクでもつて形成され、実質的
に筒状をなし、その肉厚層部に、内面側に開口1
を有し、該開口1から該弾性膨脹体3の端部側に
向つて延びる環状空間2を有している。第1図は
この環状空間2を該弾性膨脹体3の両側に間隔を
おいて分離形成した実施例を示し、また第3図
は、上記開口1を中央部に設け、該開口1から両
側に向つて延びる環状空間2,2を形成した実施
例を示している。
F. Example The elastic expandable body 3 described above is made of rubber or elastic plastic, has a substantially cylindrical shape, and has an opening on the inner surface in its thick layer.
It has an annular space 2 extending from the opening 1 toward the end of the elastic expandable body 3. FIG. 1 shows an embodiment in which this annular space 2 is formed separately on both sides of the elastic expandable body 3 at intervals, and FIG. An embodiment is shown in which annular spaces 2, 2 extending toward each other are formed.

固体芯材6は金属によつて形成され、軸心部に
流体通路5を備え、その先端の流出口4は上記弾
性膨脹体3の内面中央部に位置し、後端は該芯材
6の端面に開口されて流体圧入ノズル9と例えば
ラウンドナツト10の手段によつて結合されるよ
うになつている。
The solid core member 6 is made of metal and has a fluid passage 5 at its axial center, the outlet 4 at the tip thereof is located at the center of the inner surface of the elastic expandable body 3, and the rear end is located at the center of the inner surface of the elastic expandable body 3. It has an opening at its end face and is connected to a fluid injection nozzle 9 by means of a round nut 10, for example.

上記固体芯材6の外周に嵌装された上記弾性膨
脹体3と該芯材6とは、本実施例においては該芯
材6の両端部に設けられた雄ネジ部11に螺合さ
れ該弾性膨脹体3の端面に沿つて当接するワツシ
ヤー12を介装せしめたナツト体13によつて所
定の位置に結合一体化され使用時における該膨脹
体3の軸方向への膨脹が阻止されている。
In this embodiment, the elastic expandable body 3 fitted around the outer periphery of the solid core material 6 and the core material 6 are screwed into male threaded portions 11 provided at both ends of the core material 6. A nut body 13 interposed with a washer 12 that abuts along the end face of the elastic expandable body 3 is integrally connected to a predetermined position, thereby preventing expansion of the expandable body 3 in the axial direction during use. .

上記弾性膨脹体3の外周に巻回される保護シー
ト7は、使用時、即ち破砕対象物に形成された孔
B内における膨脹時に、該弾性膨脹体3が岩盤等
の破砕対象物に直接圧着して損傷するのを防止す
るために設けられるものであり、該膨脹体3の膨
脹による拡径に追拡随し得るよう、渦巻状に、ま
たは少なくとも該保護シート7の両端部が重なり
合うように巻回されている。そしてこの保護シー
ト7としては、金属シート、合成樹脂シート、繊
維織物シート、不織布などの可撓性シート状料が
適用されている。
The protective sheet 7 wound around the outer periphery of the elastic expandable body 3 allows the elastic expandable body 3 to be directly pressed against the crushing target such as rock when in use, that is, when expanding in the hole B formed in the crushing target. The protective sheet 7 is provided in a spiral shape or at least so that both ends of the protective sheet 7 overlap so that it can follow the expansion of the diameter of the inflatable body 3 due to expansion. It is wrapped. As the protective sheet 7, a flexible sheet-like material such as a metal sheet, a synthetic resin sheet, a fiber fabric sheet, or a nonwoven fabric is used.

第4図〜第7図は本考案の他の実施例を示して
いるものであり、第4図は上記実施例における保
護カバー7を更に弾性筒体14、例えばゴムチユ
ーブでもつて被覆した態様を示している。この態
様によれば、使用時に該弾性筒体14が上記弾性
膨脹体3の膨脹と共に拡径し、また破砕作業終了
後の該弾性膨脹体3の収縮と共に縮径するから、
破砕終了後における装置の取り出し時に前記した
保護カバー7が拡径したまま、破砕対象物の孔B
内に取り残されるのを防止することができる利点
を有する。
4 to 7 show other embodiments of the present invention, and FIG. 4 shows an embodiment in which the protective cover 7 in the above embodiment is further covered with an elastic cylinder 14, such as a rubber tube. ing. According to this aspect, the elastic cylinder 14 expands in diameter as the elastic expandable body 3 expands during use, and contracts in diameter as the elastic expandable body 3 contracts after the crushing operation is completed.
When taking out the device after crushing, the protective cover 7 remains expanded in diameter and the hole B of the object to be crushed is removed.
This has the advantage of preventing people from being left behind.

また第6図は、保護カバー7の両端を、例えば
合成樹脂からなる環状弾性体15を介して前記ワ
ツシヤー12およびナツト本体13でもつて止着
し、更に該保護カバー7の外周を上記弾性筒体1
4で被覆した態様を示している。
Further, FIG. 6 shows that both ends of the protective cover 7 are fastened to the washer 12 and the nut body 13 via an annular elastic body 15 made of, for example, synthetic resin, and the outer periphery of the protective cover 7 is attached to the elastic cylindrical body. 1
4 is shown.

また第7図は、保護カバー7を被覆する弾性筒
体14として該弾性膨脹体3の全外周面を覆う筒
状の弾性成形体16が適用され、保護カバー7と
該弾性筒体16が共にワツシヤー12およびナツ
ト体13でもつて弾性膨脹体3の表面に止着した
態様を示し、上記第4図および第6図に示した実
施例と同様に、破砕作用時には該弾性成形物16
および保護カバー7は弾性膨脹体3と共に拡径
し、破砕作業終了後は該弾性膨脹体3の収縮と共
に縮径して孔Bからの取り出しが容易となる利点
を有する。
Further, in FIG. 7, a cylindrical elastic molded body 16 that covers the entire outer peripheral surface of the elastic expansion body 3 is applied as the elastic cylinder 14 that covers the protective cover 7, and the protective cover 7 and the elastic cylinder 16 are both The washer 12 and the nut body 13 are shown fixedly attached to the surface of the elastic expandable body 3, and as in the embodiments shown in FIGS. 4 and 6, the elastic molded article 16 is
The protective cover 7 expands in diameter together with the elastic expandable body 3, and after the crushing operation is completed, the protective cover 7 has the advantage of being reduced in diameter along with the contraction of the elastic expandable body 3, making it easy to take out from the hole B.

ト 考案の効果 このように本考案における岩石等の破砕装置
は、内周面側に開口1を有し該開口1から肉厚層
部内において端部に向つて延びる環状空間2を備
えた筒状弾性膨脹体3が、該弾性膨脹体3の内周
面に流出口4を指向せしめた流体通路5を備える
固体芯材6の外周に嵌装され、更に該弾性膨脹体
3の外周に少なくとも両端部が重なり合うように
可撓性シート状の保護カバー7が巻回されてなる
ものであるから、弾性膨脹体3は固体芯材6に嵌
装されているので、岩石等に穿設した孔内への挿
入作業が容易に行えると共に、その挿入後に固体
芯材6に設けた流体通路5に図示せざる圧力流体
供給源から圧力流体を圧入すれば、該弾性膨脹体
3が外径方向に膨脹して保護シート7を介してそ
の膨脹力が破砕対象物に作用して該破砕対象物例
えば岩盤Aを低騒音、低振動にて破砕することが
できるばかりでなく、芯材6に被嵌した弾性膨脹
体3はその内周面側の開口1から端部に向かつて
延びる環状空間2,2を形成しているので、該環
状空間2内に流入した圧力流体によつて該環状空
間2の内周壁8が芯材6に向つて押圧されるため
弾性膨脹体3と固体芯材6との密着力が増大し、
圧力流体の軸方向への漏洩が確実に防止され圧力
流体の圧力損失をなくすることができる。更に弾
性膨脹体3の膨脹圧により岩石等を破砕する過程
において装置を挿入した孔の壁面に亀裂があつて
も、また破砕時に亀裂が生じても外周に保護カバ
ー7が巻回しているから、弾性膨脹体3の外周面
の1部が上記亀裂に喰い込むこと、および喰い込
みによる弾性膨脹体3の局部膨脹破裂が防止さ
れ、弾性膨脹体3の耐久寿命の向上に役立つなど
実用上有益な多くの効果を奏する。
G. Effect of the invention As described above, the device for crushing rocks, etc. according to the present invention has a cylindrical shape having an opening 1 on the inner peripheral surface side and an annular space 2 extending from the opening 1 toward the end in the thick layer section. An elastic expandable body 3 is fitted around the outer periphery of a solid core member 6 having a fluid passage 5 with an outlet 4 directed to the inner circumferential surface of the elastic expandable body 3. Since the flexible sheet-like protective cover 7 is wound so that the parts thereof overlap, the elastic expandable body 3 is fitted into the solid core material 6, so that it cannot be inserted into a hole drilled in a rock or the like. In addition, by pressurizing fluid from a pressure fluid supply source (not shown) into the fluid passage 5 provided in the solid core material 6 after insertion, the elastic expandable body 3 expands in the outer diameter direction. The expansion force acts on the object to be crushed through the protective sheet 7, and the object to be crushed, for example, rock A, can be crushed with low noise and low vibration. Since the elastic expandable body 3 forms annular spaces 2, 2 extending from the opening 1 on the inner peripheral surface side toward the end, the annular space 2 is expanded by the pressure fluid flowing into the annular space 2. Since the inner peripheral wall 8 is pressed toward the core material 6, the adhesion between the elastic expandable body 3 and the solid core material 6 increases,
Leakage of the pressure fluid in the axial direction is reliably prevented, and pressure loss of the pressure fluid can be eliminated. Furthermore, even if there are cracks in the wall of the hole into which the device is inserted during the process of crushing rocks etc. by the expansion pressure of the elastic expandable body 3, or even if cracks occur during crushing, the protective cover 7 is wrapped around the outer periphery. This prevents a part of the outer circumferential surface of the elastic expandable body 3 from biting into the crack, and prevents local expansion and rupture of the elastic expandable body 3 due to the biting, which is useful in practical terms, such as helping to improve the durable life of the elastic expandable body 3. It has many effects.

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

図面は本考案の実施例を示しているものであ
り、第1図は破砕装置を孔に挿入した状態の部分
断面図、第2図は破砕装置の側面図、第3図は弾
性膨脹体の他の実施態様を示した部分断面図、第
4図および第5図は破砕装置の他の態様を示した
部分断面図および側面図、そして第6図および第
7図は破砕装置の更に他の態様を示したそれぞれ
部分断面図である。 1は開口、2は環状空間、3は弾性膨脹体、4
は流出口、5は流体通路、6は固体芯材、7は保
護カバー。
The drawings show an embodiment of the present invention, and FIG. 1 is a partial sectional view of the crushing device inserted into the hole, FIG. 2 is a side view of the crushing device, and FIG. 3 is a view of the elastic expandable body. 4 and 5 are partial sectional views and side views showing other embodiments of the crushing device, and FIGS. 6 and 7 are partial sectional views showing other embodiments of the crushing device. FIG. 3 is a partial cross-sectional view showing an aspect of the invention. 1 is an opening, 2 is an annular space, 3 is an elastic expansion body, 4
is an outlet, 5 is a fluid passage, 6 is a solid core material, and 7 is a protective cover.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内周面側に開口1を有し、該開口1から肉厚層
部内において端部に向つて延びる環状空間2を備
えた筒状弾性膨脹体3が、該弾性膨脹体3の内周
面に流出口4を指向せしめた流体通路5を備える
固体芯材6の外周に嵌装されてその両端部が固定
され、更に該弾性膨脹体3の外周に少なくとも両
端部が重なり合うように可撓性シート状の保護カ
バー7が巻回されていることを特徴とする岩石等
の破砕装置。
A cylindrical elastic expandable body 3 having an opening 1 on the inner peripheral surface side and an annular space 2 extending from the opening 1 toward the end within the thick layer portion is provided on the inner peripheral surface of the elastic expandable body 3. A flexible sheet is fitted around the outer periphery of a solid core member 6 having a fluid passage 5 with the outlet 4 directed, and both ends of the solid core member 6 are fixed, and the flexible sheet is arranged such that at least both ends thereof overlap the outer periphery of the elastic expandable body 3. A device for crushing rocks, etc., characterized in that a protective cover 7 of a shape is wound around the device.
JP11779184U 1984-07-30 1984-07-30 Equipment for crushing rocks, etc. Granted JPS6132294U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP11779184U JPS6132294U (en) 1984-07-30 1984-07-30 Equipment for crushing rocks, etc.
US06/759,361 US4711501A (en) 1984-07-30 1985-07-26 Rock crushing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11779184U JPS6132294U (en) 1984-07-30 1984-07-30 Equipment for crushing rocks, etc.

Publications (2)

Publication Number Publication Date
JPS6132294U JPS6132294U (en) 1986-02-26
JPH0115754Y2 true JPH0115754Y2 (en) 1989-05-10

Family

ID=30676689

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11779184U Granted JPS6132294U (en) 1984-07-30 1984-07-30 Equipment for crushing rocks, etc.

Country Status (1)

Country Link
JP (1) JPS6132294U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5731394B2 (en) * 1977-11-09 1982-07-05

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5731394U (en) * 1980-07-23 1982-02-18

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5731394B2 (en) * 1977-11-09 1982-07-05

Also Published As

Publication number Publication date
JPS6132294U (en) 1986-02-26

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