JPH11141144A - Hose for breaking stone - Google Patents

Hose for breaking stone

Info

Publication number
JPH11141144A
JPH11141144A JP30270497A JP30270497A JPH11141144A JP H11141144 A JPH11141144 A JP H11141144A JP 30270497 A JP30270497 A JP 30270497A JP 30270497 A JP30270497 A JP 30270497A JP H11141144 A JPH11141144 A JP H11141144A
Authority
JP
Japan
Prior art keywords
hose
hole
crushed
diameter
substance
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
JP30270497A
Other languages
Japanese (ja)
Inventor
Takeshi Inoue
猛 井上
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.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber 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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP30270497A priority Critical patent/JPH11141144A/en
Publication of JPH11141144A publication Critical patent/JPH11141144A/en
Pending legal-status Critical Current

Links

Landscapes

  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To contrive a breaking method to give directionality to a stone by arranging half-split rigid boards having a nearly equal inner diameter to a hole diameter at the outside of a hose inserted in the hole formed in a substance to be broken and applying a pressure in the hose to bring about cracks in the substance by the expanding force. SOLUTION: Half-split rigid plates 9 divided by slits 10, provided with almost the same inner diameter with the diameter of a hole 21 formed in a substance 20 to be broken such as a rock bed at the outside of the hose 1 and extended to the longitudinal direction of a hose 1, are arranged. The rigid plates 9 can be positioned to contact the inside face of the hole 21 by the expansion of the hose 1. After the hole 21 having a specified depth and diameter has been formed in the substance 20, the hose 1 provided with half-split rigid plates 9 is inserted therein and expanded by pressurizing the inside of the hose 1. And hence, the expanding force of the hose 1 is propagated to the rigid plate 9 to radially bring about cracks extending from the slit 10. In this way, when breaking a substance 20 such as a concrete foundation block of a building or a bed rock, these substances 20 can be broken into aimed shaped.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、ホースの膨張力を
利用して被破砕体にひび割れを生じさせる石割り用ホー
スに関し、さらに詳しくは、被破砕体を方向性を持たせ
て破砕することを可能にした石割り用ホースに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crushing hose which generates cracks in a body to be crushed by utilizing the expansion force of a hose, and more particularly, to crushing a body to be crushed with a direction. The present invention relates to a stone splitting hose that has made it possible.

【0002】[0002]

【従来の技術】鉄塔等のコンクリートブロック、ビルの
コンクリート基礎ブロック及び岩盤等の被破砕体を破砕
する場合、これら被破砕体にドリル等で所定の深さの穴
を開け、この穴内にダイナマイト、鉄楔、膨張剤等を充
填して破砕している。ところが、上述のような破砕方法
では、騒音、振動、薬品類の飛散、被破砕体の破片の飛
散等で安全性に問題があり、また周囲の環境を悪化させ
る等の問題があった。
2. Description of the Related Art When crushing a crushed object such as a concrete block such as a steel tower, a concrete foundation block of a building, and a bedrock, a hole having a predetermined depth is drilled in the crushed body, and dynamite, Filled with iron wedge, swelling agent, etc. and crushed. However, the crushing method as described above has a problem in safety due to noise, vibration, scattering of chemicals, scattering of fragments of the crushed object, and a problem of deteriorating the surrounding environment.

【0003】そこで、近年、被破砕体に設けた穴にホー
スを挿入し、このホース内に圧力をかけて膨張させ、そ
の膨張力により被破砕体にひび割れを生じさせる方法が
提案されている。しかしながら、上述のような石割り用
ホースはその破砕力をホースの膨張力に依存しているた
め、被破砕体を方向性を持たせて破砕することができな
いという問題があった。
In recent years, a method has been proposed in which a hose is inserted into a hole provided in a crushed object, pressure is applied to the inside of the hose to expand the hose, and the expansion force causes a crack in the crushed object. However, since the crushing force of the above-mentioned crushing hose depends on the expansion force of the hose, there is a problem that the crushed object cannot be crushed with a direction.

【0004】[0004]

【発明が解決しようとする課題】本発明の目的は、被破
砕体を方向性を持たせて破砕することを可能にした石割
り用ホースを提供することにある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a stone splitting hose capable of crushing an object to be crushed with a direction.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
の本発明の石割り用ホースは、被破砕体に設けた穴にホ
ースを挿入し、該ホース内に圧力をかけて膨張させ、そ
の膨張力により前記被破砕体にひび割れを生じさせる石
割り用ホースにおいて、前記ホースの外側に、前記穴の
径とほぼ同じ内径を有した半割り状の硬質板を配置した
ことを特徴とするものである。
In order to achieve the above-mentioned object, a stone splitting hose according to the present invention is provided by inserting a hose into a hole provided in a body to be crushed, applying pressure to the inside of the hose and expanding the hose. A quarrying hose for causing cracks in the crushed body due to expansion force, characterized in that a half-split hard plate having an inner diameter substantially equal to the diameter of the hole is arranged outside the hose. It is.

【0006】このようにホースの外側に穴の径とほぼ同
じ内径を有した半割り状の硬質板を配置したことによ
り、ホースの膨張力が半割り状の硬質板に伝播し、被破
砕体に対して硬質板間のスリット部を起点として放射方
向にひび割れを生じさせることが可能である。また、上
記目的を達成するための本発明の他の石割り用ホース
は、被破砕体に設けた穴にホースを挿入し、該ホース内
に圧力をかけて膨張させ、その膨張力により前記被破砕
体にひび割れを生じさせる石割り用ホースにおいて、前
記ホースの外側に、前記穴の径とほぼ同じ内径で、かつ
外面に突起を有した半割り状の硬質板を配置したことを
特徴とするものである。
By disposing a half-split hard plate having an inner diameter substantially the same as the diameter of the hole outside the hose, the expansion force of the hose propagates to the half-split hard plate, and On the other hand, cracks can be generated in the radial direction starting from the slits between the hard plates. According to another aspect of the present invention, there is provided a crushing hose according to the present invention, in which a hose is inserted into a hole provided in a body to be crushed, pressure is applied to the inside of the hose to expand the hose, and the expanding force is applied by the expansion force. A stone splitting hose that causes cracks in a crushed body, characterized in that a half-split hard plate having an inner diameter substantially equal to the diameter of the hole and having a projection on the outer surface is arranged outside the hose. Things.

【0007】このようにホースの外側に穴の径とほぼ同
じ内径で、かつ外面に突起を有した半割り状の硬質板を
配置したことにより、ホースの膨張力が半割り状の硬質
板に伝播し、被破砕体に対して硬質板の突起を起点とし
て放射方向にひび割れを生じさせることが可能である。
本発明において、半割り状の硬質板は金属又は繊維強化
プラスチック等から構成することが可能である。特に、
硬質板としては被破砕体よりも硬度が高いものを使用す
ることが好ましい。このように硬質板の硬度を被破砕体
の硬度よりも高くすることにより、被破砕体を方向性を
持たせて破砕することが可能になる。
As described above, by disposing a half-split hard plate having an inner diameter substantially equal to the diameter of the hole and having a projection on the outer surface outside the hose, the expansion force of the hose is reduced to a half-split hard plate. It is possible to propagate and generate cracks in the radial direction from the projection of the hard plate with respect to the object to be crushed.
In the present invention, the half-split hard plate can be made of metal, fiber-reinforced plastic, or the like. Especially,
It is preferable to use a hard plate having a higher hardness than the object to be crushed. By making the hardness of the hard plate higher than the hardness of the object to be crushed, the object to be crushed can be crushed with a direction.

【0008】[0008]

【発明の実施の形態】以下、本発明の構成について添付
の図面を参照して詳細に説明する。図1は本発明に使用
するホースを例示するものである。図において、ホース
1は内層ゴム2と外層ゴム3との間に、ワイヤブレード
4を密に編組した第1補強層5と中間ゴム層6と第2補
強層7とが介装されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The configuration of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 illustrates a hose used in the present invention. In the drawing, a hose 1 has a first reinforcing layer 5, a middle rubber layer 6, and a second reinforcing layer 7 in which a wire braid 4 is densely braided, interposed between an inner rubber layer 2 and an outer rubber layer 3.

【0009】なお、第1補強層5と第2補強層7のワイ
ヤブレード4の編組角度αは、静止角度(α= 109.5
°)未満、好ましくは60°〜90°の範囲に設定す
る。ワイヤブレード4の編組角度αを静止角度以上に編
組した場合には、ホース1内に圧力をかけても径方向に
膨張せず、長手方向に延びることになり、また編組角度
αを30°未満に設定した場合には、耐圧力を保持でき
なくなってしまう。また、ホース1は100kgf/c
2 の内圧をかけたときに外径が10%以上膨張するこ
とが好ましい。この膨張率が10%未満であると破砕力
が不十分になる。
Note that the braid angle α of the wire braid 4 of the first reinforcing layer 5 and the second reinforcing layer 7 is a static angle (α = 109.5
°), preferably in the range of 60 ° to 90 °. When the braid angle α of the wire braid 4 is greater than the static angle, even if pressure is applied to the inside of the hose 1, the hose 1 does not expand radially but extends in the longitudinal direction, and the braid angle α is less than 30 °. When it is set to, the pressure resistance cannot be maintained. Hose 1 is 100kgf / c
It is preferable that the outer diameter expands by 10% or more when an internal pressure of m 2 is applied. If the expansion rate is less than 10%, the crushing power becomes insufficient.

【0010】図2及び図3は本発明の第1実施形態から
なる石割り用ホースを例示するものである。図におい
て、ホース1の一端には圧力注入口を備えた金具8が装
着されており、その圧力注入口からホース1内に気体又
は液体からなる圧力媒体を注入するようになっている。
また、ホース1の他端(不図示)は金具等によって閉塞
されている。
FIGS. 2 and 3 illustrate a stone breaking hose according to a first embodiment of the present invention. In the drawing, a metal fitting 8 having a pressure injection port is attached to one end of a hose 1, and a pressure medium made of gas or liquid is injected into the hose 1 from the pressure injection port.
The other end (not shown) of the hose 1 is closed by a fitting or the like.

【0011】ホース1の外側には、コンクリートブロッ
クや岩盤等からなる被破砕体20に設けた穴21の径と
ほぼ同じ内径を有し、ホース1の長手方向に延びるスリ
ット部10によって分割された半割り状の硬質板9が配
置されている。この硬質板9はホース1の膨張に伴って
穴21の内面に接触するようになっている。また、半割
り状の硬質板9を互いに弾性部材で連結し、これら硬質
板9をホース1の外側に保持するように構成してもよ
い。
The outside of the hose 1 is divided by a slit portion 10 having an inner diameter substantially equal to the diameter of a hole 21 provided in a crushed body 20 made of a concrete block, a bedrock or the like, and extending in the longitudinal direction of the hose 1. A half-split hard plate 9 is arranged. The hard plate 9 comes into contact with the inner surface of the hole 21 as the hose 1 expands. Further, the hard plates 9 in a half-split shape may be connected to each other by an elastic member, and the hard plates 9 may be held outside the hose 1.

【0012】上述のように構成される石割り用ホースを
使用して被破砕体20を破砕する場合、被破砕体20に
所定の深さ及び所定の直径を有する穴21を形成した
後、この穴21に半割り状の硬質板9を備えたホース1
を挿入し、このホース1内に圧力をかけて膨張させる。
その結果、ホース1の膨張力は硬質板9に伝播し、被破
砕体20に対してスリット部10を起点として放射方向
にひび割れ22を生じさせることができる。
When the crushed object 20 is crushed by using the crushing hose configured as described above, a hole 21 having a predetermined depth and a predetermined diameter is formed in the crushed object 20 and then the crushed object is formed. Hose 1 provided with half-cut hard plate 9 in hole 21
Is inserted into the hose 1 to expand it by applying pressure.
As a result, the expansion force of the hose 1 is propagated to the hard plate 9, and a crack 22 can be generated in the crushed object 20 in the radial direction from the slit 10.

【0013】図4及び図5は本発明の第2実施形態から
なる石割り用ホースを例示するものである。図におい
て、ホース1の一端には圧力注入口を備えた金具8が装
着されており、その圧力注入口からホース1内に気体又
は液体からなる圧力媒体を注入するようになっている。
また、ホース1の他端(不図示)は金具等によって閉塞
されている。
FIGS. 4 and 5 show a stone breaking hose according to a second embodiment of the present invention. In the figure, a metal fitting 8 having a pressure injection port is attached to one end of a hose 1, and a pressure medium made of gas or liquid is injected into the hose 1 from the pressure injection port.
The other end (not shown) of the hose 1 is closed by a fitting or the like.

【0014】ホース1の外側には、コンクリートブロッ
クや岩盤等からなる被破砕体20に設けた穴21の径と
ほぼ同じ内径で、かつ外面に突起11を有し、ホース1
の長手方向に延びるスリット部10によって分割された
半割り状の硬質板9が配置されている。突起11は各硬
質板9の外面においてホース1の長手方向に沿って連続
的又は間欠的に配置されている。この硬質板9はホース
1の膨張に伴って突起11を突き当てながら穴21の内
面に接触するようになっている。また、半割り状の硬質
板9を互いに弾性部材で連結し、これら硬質板9をホー
ス1の外側に保持するように構成してもよい。
The hose 1 has a projection 11 on the outer surface, which has an inner diameter substantially equal to the diameter of a hole 21 provided in a crushed body 20 made of a concrete block, a bedrock, or the like.
A hard plate 9 in a half-split shape divided by a slit portion 10 extending in the longitudinal direction is disposed. The protrusions 11 are continuously or intermittently arranged on the outer surface of each hard plate 9 along the longitudinal direction of the hose 1. The hard plate 9 comes into contact with the inner surface of the hole 21 while abutting the protrusion 11 with the expansion of the hose 1. Further, the hard plates 9 in a half-split shape may be connected to each other by an elastic member, and the hard plates 9 may be held outside the hose 1.

【0015】上述のように構成される石割り用ホースを
使用して被破砕体20を破砕する場合、被破砕体20に
所定の深さ及び所定の直径を有する穴21を形成した
後、この穴21に突起11を設けた半割り状の硬質板9
を備えたホース1を挿入し、このホース1内に圧力をか
けて膨張させる。その結果、ホース1の膨張力は硬質板
9に伝播し、被破砕体20に対して突起11を起点とし
て放射方向にひび割れ22を生じさせることができる。
When the crushed object 20 is crushed by using the stone breaking hose configured as described above, a hole 21 having a predetermined depth and a predetermined diameter is formed in the crushed object 20, and then the hole 21 is formed. Half-cut hard plate 9 with projections 11 provided in holes 21
Is inserted, and the hose 1 is expanded by applying pressure to the hose 1. As a result, the expansion force of the hose 1 is transmitted to the hard plate 9, and a crack 22 can be generated in the radial direction from the crushed object 20 starting from the projection 11.

【0016】[0016]

【発明の効果】以上説明したように本発明によれば、被
破砕体に設けた穴にホースを挿入し、該ホース内に圧力
をかけて膨張させ、その膨張力により前記被破砕体にひ
び割れを生じさせる石割り用ホースにおいて、前記ホー
スの外側に、挿入する穴の径とほぼ同じ内径を有した半
割り状の硬質板、或いは挿入する穴の径とほぼ同じ内径
で、かつ外面に突起を有した半割り状の硬質板を配置し
たことにより、被破砕体を方向性を持たせて破砕するこ
とができる。
As described above, according to the present invention, a hose is inserted into a hole provided in a crushed object, pressure is applied to the inside of the hose and expanded, and the crushed object is cracked by the expansion force. A semi-rigid hard plate having an inner diameter substantially the same as the diameter of the hole to be inserted, or an inner diameter substantially the same as the diameter of the hole to be inserted, and a projection on the outer surface of the hose. By arranging the half-split hard plate having the above, the object to be crushed can be crushed with a direction.

【0017】従って、本発明によれば、鉄塔等のコンク
リートブロック、ビルのコンクリート基礎ブロック及び
岩盤等の被破砕体を破砕する場合に、これら被破砕体を
目的とする形状に破砕することが可能になる。
Therefore, according to the present invention, when crushing a concrete block such as a steel tower, a concrete foundation block of a building, and a bedrock, the crushable body can be crushed into a desired shape. become.

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

【図1】本発明に使用するホースを例示する一部切欠正
面図である。
FIG. 1 is a partially cutaway front view illustrating a hose used in the present invention.

【図2】本発明の第1実施形態からなる石割り用ホース
を例示する正面図である。
FIG. 2 is a front view illustrating a stone breaking hose according to the first embodiment of the present invention.

【図3】図2の石割り用ホースを示す断面図である。FIG. 3 is a cross-sectional view showing the stone breaking hose of FIG. 2;

【図4】本発明の第2実施形態からなる石割り用ホース
を例示する正面図である。
FIG. 4 is a front view illustrating a stone breaking hose according to a second embodiment of the present invention.

【図5】図4の石割り用ホースを示す断面図である。FIG. 5 is a cross-sectional view showing the stone breaking hose of FIG. 4;

【符号の説明】[Explanation of symbols]

1 ホース 8 金具 9 硬質板 10 スリット部 11 突起 20 被破砕体 21 穴 22 ひび割れ DESCRIPTION OF SYMBOLS 1 Hose 8 Hardware 9 Hard plate 10 Slit part 11 Projection 20 Crushed object 21 Hole 22 Crack

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 被破砕体に設けた穴にホースを挿入し、
該ホース内に圧力をかけて膨張させ、その膨張力により
前記被破砕体にひび割れを生じさせる石割り用ホースに
おいて、前記ホースの外側に、前記穴の径とほぼ同じ内
径を有した半割り状の硬質板を配置した石割り用ホー
ス。
1. A hose is inserted into a hole provided in a body to be crushed,
A stone splitting hose that expands by applying pressure to the inside of the hose and causes the crushed body to crack due to the expansion force, wherein a half-split shape having an inner diameter substantially equal to the diameter of the hole is provided outside the hose. Hose for stone splitting with a hard plate.
【請求項2】 被破砕体に設けた穴にホースを挿入し、
該ホース内に圧力をかけて膨張させ、その膨張力により
前記被破砕体にひび割れを生じさせる石割り用ホースに
おいて、前記ホースの外側に、前記穴の径とほぼ同じ内
径で、かつ外面に突起を有した半割り状の硬質板を配置
した石割り用ホース。
2. A hose is inserted into a hole provided in the object to be crushed,
A stone splitting hose which expands by applying pressure to the inside of the hose and causes the crushed body to crack due to the expansion force, wherein the outer diameter of the hose is substantially the same as the diameter of the hole, and the outer surface has a projection. Hose for quarrying on which a half-split hard plate having
JP30270497A 1997-11-05 1997-11-05 Hose for breaking stone Pending JPH11141144A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30270497A JPH11141144A (en) 1997-11-05 1997-11-05 Hose for breaking stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30270497A JPH11141144A (en) 1997-11-05 1997-11-05 Hose for breaking stone

Publications (1)

Publication Number Publication Date
JPH11141144A true JPH11141144A (en) 1999-05-25

Family

ID=17912190

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30270497A Pending JPH11141144A (en) 1997-11-05 1997-11-05 Hose for breaking stone

Country Status (1)

Country Link
JP (1) JPH11141144A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018066176A (en) * 2016-10-19 2018-04-26 株式会社カコー Fracturing method and fracturing equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018066176A (en) * 2016-10-19 2018-04-26 株式会社カコー Fracturing method and fracturing equipment

Similar Documents

Publication Publication Date Title
KR102207796B1 (en) Rock splitting system having rock splitter of disc bit type, and rock splitting method using the same
US20180179865A1 (en) Outer tube for a perforating gun
KR101392158B1 (en) The direction controlling implement with the vibration cut off in the charge hole to obstruct propagation of blasting vibration, and the blasting method using that implement
JP2016121458A (en) How to remove synthetic girder concrete
KR20180041950A (en) Splitting apparatus with extension member and tunnelling method using the same
Yin et al. Theoretical and numerical investigation of the effects of in-situ stresses and dual-borehole combinations in eccentric decoupled charge blasting
JP7061853B2 (en) A method of manufacturing materials by collecting excavated materials from excavated parts of rocks as materials.
JPH06346679A (en) How to crush rock or concrete
JPS6253680B2 (en)
JP2001336148A (en) Anchor and construction method
JP2009007832A (en) Crushing apparatus
Sui et al. Slit tube responses and rock fracture characteristics in slit charge blasting under high in situ stress
KR20060071200A (en) Rock crushing method
SU798297A1 (en) Rock-breaking device
WO2007066186A1 (en) Brittle material fracturing system
KR101216592B1 (en) Pretensioned rock blasting method
JPH074070A (en) Breaker for concrete and the like
JPS615197A (en) Crusher of rock
JPS6065892A (en) Tunnel drilling method
RU1783115C (en) Device for forming crack on hole walls
KR101645022B1 (en) Splitting Unit Having Splitting Member Inserted Crushing Hole of Rock and Splitting Method Using the Same
JPH11107539A (en) Method for exposing water resistant layer
JP2545294B2 (en) Construction method of removable anchor
JPH0330458Y2 (en)
JPH04254693A (en) Rock cracking rubber hose including protect cover