JPS6253680B2 - - Google Patents

Info

Publication number
JPS6253680B2
JPS6253680B2 JP58124336A JP12433683A JPS6253680B2 JP S6253680 B2 JPS6253680 B2 JP S6253680B2 JP 58124336 A JP58124336 A JP 58124336A JP 12433683 A JP12433683 A JP 12433683A JP S6253680 B2 JPS6253680 B2 JP S6253680B2
Authority
JP
Japan
Prior art keywords
metal rod
cylindrical elastic
expandable body
rock
elastic expandable
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
JP58124336A
Other languages
Japanese (ja)
Other versions
JPS6016695A (en
Inventor
Akya Maeda
Mitsuya Sakai
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.)
OKUMURA KIKAI SEISAKU KK
SEIBU HORIMA KASEI KK
Original Assignee
OKUMURA KIKAI SEISAKU KK
SEIBU HORIMA KASEI KK
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 OKUMURA KIKAI SEISAKU KK, SEIBU HORIMA KASEI KK filed Critical OKUMURA KIKAI SEISAKU KK
Priority to JP12433683A priority Critical patent/JPS6016695A/en
Publication of JPS6016695A publication Critical patent/JPS6016695A/en
Publication of JPS6253680B2 publication Critical patent/JPS6253680B2/ja
Granted legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Description

【発明の詳細な説明】 本発明は岩盤或いはコンクリート等に穿つた孔
に挿入して岩盤やコンクリート等を破砕する装置
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for crushing rock, concrete, etc. by inserting it into a hole drilled in rock, concrete, etc.

従来から、岩石破砕の最も一般的な工法として
は発破工法があるが、この工法によれば、騒音、
振動が発生して周辺地域の環境に悪影響を与え、
その上、粉塵が発生するために坑内作業環境を悪
化する原因となつている。このため、騒音や振動
及び粉塵の発生の少ない岩石破砕工法が求められ
ている。
Conventionally, the most common method for rock crushing is the blasting method, but this method reduces noise,
Vibrations are generated and have a negative impact on the surrounding environment.
Furthermore, dust is generated, which causes deterioration of the underground working environment. Therefore, there is a need for a rock crushing method that generates less noise, vibration, and dust.

このような工法として、最近、セメント系充填
剤を岩石に穿つた孔内に充填し、その化学反応に
よつて充填剤を膨脹させることにより、その膨脹
圧で岩石を静的に破砕することが行われるように
なつたが、しかしながら、この工法ではセメント
系充填剤の反応時間が長くて作業能率が悪く、そ
の上、経済的にも高価なものになる等の欠点があ
る。
Recently, as a method of this kind, a cement-based filler is filled into holes drilled in the rock, and the filler is expanded through a chemical reaction, and the rock is statically crushed by the expansion pressure. However, this construction method has drawbacks such as poor work efficiency due to the long reaction time of the cement filler, and moreover, it is economically expensive.

又、岩石に穿設した孔に楔を入れて破砕する方
法も行われているが、岩の一部分的な破砕や小断
面の岩石の破砕は可能であつても発破工法に近い
大量の岩の破砕には時間がかかりすぎて不適当で
あり、施工期間が大巾に必要となつて結果的には
コスト高となる。さらに、岩の強度によつては破
砕できない場合が生じるという問題点がある。
There is also a method of crushing rocks by inserting a wedge into a hole drilled in the rock, but although it is possible to crush a part of the rock or a small section of rock, it is difficult to crush a large amount of rock, which is similar to the blasting method. Crushing takes too much time and is therefore inappropriate, requiring a long construction period and resulting in high costs. Furthermore, there is a problem that depending on the strength of the rock, it may not be possible to crush it.

このため、特公昭45−1516に記載されているよ
うに、先端が密閉したゴムチユーブを岩石に穿設
した孔内に挿入して該ゴムチユーブに圧力流体を
圧入することによりゴムチユーブを膨脹させて岩
石を破砕するように構成した装置が開発された
が、このような構造によれば、ゴムチユーブが自
由に屈曲するために孔内への挿入作業が困難とな
るばかりでなく、ゴムチユーブに圧力流体を供給
して膨帳させると、その外周面が孔壁に押接した
のちは、ゴムチユーブが長さ方向に伸長すること
になり、この伸長方向が孔壁に対する押圧力の逃
げとなつて、岩盤を破壊させるに必要な大きな圧
力を孔壁に作用させることが困難となる。
Therefore, as described in Japanese Patent Publication No. 45-1516, a rubber tube with a sealed tip is inserted into a hole drilled in a rock, and pressurized fluid is injected into the rubber tube to expand the rubber tube and remove the rock. A device configured to crush the tube has been developed, but with such a structure, the rubber tube bends freely, making it difficult to insert it into the hole, and it is difficult to supply pressurized fluid to the rubber tube. When the rubber tube is expanded, its outer circumferential surface comes into contact with the hole wall, and then the rubber tube stretches in the length direction, and this elongation direction acts as a relief for the pressing force against the hole wall, causing the rock to break. It becomes difficult to apply the large pressure required for this to the hole wall.

本発明はこのような問題点に鑑みてなされたも
ので、円筒状の弾性膨脹体に金属棒体を挿通して
該金属棒体に穿設した液体圧入孔を通じて弾性膨
脹体内に圧力液を供給可能にすると共に金属棒体
に固定したストツパーを介して弾性膨脹体の長さ
方向の伸長を拘束し、さらに、弾性膨脹体の両端
部に、折り返し屈曲した形状の内筒部を一体に設
けて、該内筒部の内周面を金属棒体に密接させ、
弾性膨脹体内の液圧の増大に比例して該内筒部を
金属棒体に強固に密着させて確実なシールを行う
ように構成したことを特徴とする外戚等の破砕装
置を提供するものである。
The present invention has been made in view of these problems, and includes a method in which a metal rod is inserted into a cylindrical elastic expandable body, and pressurized liquid is supplied into the elastic expandable body through a liquid press-in hole drilled in the metal rod. At the same time, the longitudinal extension of the elastic inflatable body is restrained through a stopper fixed to the metal rod body, and furthermore, an inner cylinder portion having a folded and bent shape is integrally provided at both ends of the elastic inflatable body. , bringing the inner circumferential surface of the inner cylinder portion into close contact with the metal rod;
This invention provides a crushing device for an outer casing, etc., characterized in that the inner cylindrical portion is tightly attached to a metal rod body to form a reliable seal in proportion to the increase in liquid pressure within the elastic expansion body. be.

本発明の実施例を図面について説明すると、1
は鋼棒材よりなる金属棒体で、その両端部外周に
螺子2,3を刻設してあり、さらに一端面中央よ
り軸心方向にこの金属棒体1の中程に達する液体
圧入孔4を穿設し、該液体圧入孔4の先端を金属
棒体1の長さ方向の中央部外周面に開口5させて
ある。
Embodiments of the present invention will be explained with reference to the drawings: 1
is a metal bar made of steel bar material, with screws 2 and 3 carved into the outer periphery of both ends thereof, and a liquid press-in hole 4 extending from the center of one end surface to the middle of the metal bar 1 in the axial direction. is bored, and the tip of the liquid press-in hole 4 is an opening 5 in the outer circumferential surface of the central portion of the metal rod 1 in the longitudinal direction.

6は比較的肉厚のゴムチユーブよりなる円筒状
弾性膨脹体で、その両端開口部に内周側に向けて
折返し屈曲した形状の内筒部7,7を一体に連設
してある。
Reference numeral 6 denotes a cylindrical elastic expandable body made of a relatively thick rubber tube, and inner cylindrical parts 7, 7 each having a shape that is folded back and bent toward the inner periphery are integrally connected to openings at both ends thereof.

この円筒状弾性膨脹体6に前記金属棒体1を該
金属棒体1の両端部が円筒状弾性膨脹体6の両端
開口部から突出した状態となるように挿通し、円
筒状弾性膨脹体6の内筒部7,7の内周面をその
弾性力により金属棒体1の外周面に密接させてあ
る。
The metal rod 1 is inserted into the cylindrical elastic expandable body 6 such that both ends of the metal rod 1 protrude from both end openings of the cylindrical elastic expandable body 6. The inner circumferential surfaces of the inner cylindrical portions 7, 7 are brought into close contact with the outer circumferential surface of the metal rod body 1 due to their elastic force.

8は円筒状弾性膨脹体6の内周面と金属棒体1
の外周面間に形成された断面環状の液圧室で、こ
の液圧室8に前記液体圧入孔4を連通させている
ものである。
8 is the inner peripheral surface of the cylindrical elastic expansion body 6 and the metal rod body 1
A hydraulic pressure chamber having an annular cross section is formed between the outer circumferential surfaces of the hydraulic pressure chamber 8 and the liquid pressure injection hole 4 is communicated with the hydraulic pressure chamber 8.

9,9は皿座金よりなるストツパーで、金属棒
体1の両端から挿嵌してその内側傾斜面を円筒状
弾性膨脹体6の両端面、即ち、内筒部7との連設
壁部6aの外端面に当接、受止させてある。な
お、連設壁部6aは円筒状弾性膨脹体6や内筒部
7よりも肉厚に形成されてある。
Reference numerals 9 and 9 indicate stoppers made of countersunk washers, which are inserted from both ends of the metal rod body 1 and whose inner inclined surfaces are connected to both end faces of the cylindrical elastic expansion body 6, that is, the continuous wall portion 6a with the inner cylinder portion 7. It is in contact with and received by the outer end surface of. Note that the continuous wall portion 6a is formed to be thicker than the cylindrical elastic expansion body 6 and the inner cylinder portion 7.

10,10は金属棒体1の両端部の螺子2,3
に夫々螺合したナツト形状の止め金具で、その内
側面を前記皿座金9,9に当接させてストツパー
9,9を介し前記円筒状弾性膨脹体6の長さ方向
の伸長を拘束してある。
10, 10 are screws 2, 3 at both ends of the metal rod 1
The inner surfaces of the nut-shaped stoppers are screwed into the respective plate washers 9, 9, and the longitudinal extension of the cylindrical elastic expandable body 6 is restrained via the stoppers 9, 9. be.

11は金属棒体1の一端面に前記液体圧入孔4
に連通させて配設した接続管で、螺子2に螺合し
た袋ナツト形状の接続金具12により固定されて
ある。
Reference numeral 11 indicates the liquid press-in hole 4 on one end surface of the metal rod 1.
It is a connecting pipe disposed in communication with the screw 2, and is fixed by a cap nut-shaped connecting fitting 12 screwed onto the screw 2.

このように構成した岩石等の破砕装置の使用例
を説明すると、まず、破砕すべき岩盤aにドリル
によつて破砕装置よりもやゝ大径の円形孔bを穿
設する。
To explain an example of the use of the device for crushing rocks and the like constructed in this manner, first, a circular hole b having a diameter slightly larger than that of the crushing device is bored in a rock mass a to be crushed using a drill.

次に、破砕装置を円形孔b内に挿入したのち、
接続管11に配管(図示せず)を介して接続した
高圧ポンプ(図示せず)を駆動させると、水等の
液体は液体圧入孔4を通して液圧室8内に圧送、
充満し、円筒状弾性膨脹体6を加圧、膨脹させ
る。
Next, after inserting the crushing device into the circular hole b,
When a high-pressure pump (not shown) connected to the connecting pipe 11 via piping (not shown) is driven, liquid such as water is forced into the hydraulic chamber 8 through the liquid injection hole 4.
The cylindrical elastic expandable body 6 is pressurized and expanded.

円筒状弾性膨脹体6が膨脹し始めると、円形孔
b内の隙間cをなくして該円形孔bの内周壁に当
接し、さらに膨脹を行おうとする。
When the cylindrical elastic expandable body 6 begins to expand, it closes the gap c in the circular hole b and comes into contact with the inner circumferential wall of the circular hole b, attempting to further expand.

この時、弾性膨脹体6はその長手方向にも膨脹
しようとするが、その膨脹は止め金具10,10
によつて固定されたストツパー9,9により阻止
され、従つて直径方向にのみ膨脹を行うものであ
る。
At this time, the elastic expandable body 6 also tries to expand in its longitudinal direction, but this expansion is prevented by the stoppers 10, 10.
This is prevented by stoppers 9, 9 which are fixed by , and therefore expands only in the diametrical direction.

又、液圧室8内の圧力が上昇すれば、円筒状弾
性体6の両端内筒部7,7の外周面に液圧が作用
して該内筒部7,7を金属棒体1の外周面に強固
に密着させ、確実なシールを行う。
Furthermore, when the pressure within the hydraulic chamber 8 increases, hydraulic pressure acts on the outer peripheral surfaces of the inner cylindrical parts 7 and 7 at both ends of the cylindrical elastic body 6, causing the inner cylindrical parts 7 and 7 to move around the metal rod body 1. Firmly adheres to the outer circumferential surface to provide a reliable seal.

弾性膨張体6が円形孔bの内周壁に圧接後、更
に圧力液体を液圧室8に圧入していくと、弾性膨
脹体6の膨脹圧力が岩盤aに作用し、その加圧力
が岩盤の強度以上に達すると岩盤aにクラツクd
が生じて破砕するものである。
After the elastic expandable body 6 comes into pressure contact with the inner circumferential wall of the circular hole b, when the pressure liquid is further pressurized into the hydraulic chamber 8, the expansion pressure of the elastic expandable body 6 acts on the rock mass a, and the pressurizing force is applied to the rock mass. When the strength is exceeded, the rock mass a cracks d
is generated and crushed.

なお、岩盤aに穿設される円形孔bの径は、本
発明破砕装置が挿入容易な程度、即ち、該円形孔
bと破砕装置間に僅かな隙間が生じる程度の大き
さであり、又、岩盤破砕時において、弾性膨脹体
6の長手方向の膨脹を拘束しているストツパー
9,9は外径方向に弾性的に拡開するがその外周
面が円形孔bの内周壁に接する程度の径に形成さ
れてある。
The diameter of the circular hole b drilled in the rock mass a is such that the crushing device of the present invention can be easily inserted, that is, a small gap is created between the circular hole b and the crushing device, and When the rock is crushed, the stoppers 9, 9, which restrain the expansion of the elastic expandable body 6 in the longitudinal direction, expand elastically in the outer radial direction, but only when the outer circumferential surface touches the inner circumferential wall of the circular hole b. It is formed in the diameter.

以上のように本発明は、両端開口部に内周側に
向けて折返し屈曲した形状の内筒部を一体に連設
してなる円筒状弾性膨脹体に金属棒体を挿通して
前記両端内筒部を金属棒体の外周面に密接させる
と共に円筒状弾性膨脹体の両端面に接して金属棒
体にストツパーを固定し、さらに、金属棒体の一
端より軸心方向に液体圧入孔を穿設してこの液体
圧入孔を前記円筒状弾性膨脹体の内周面と金属棒
体の外周面で形成された液圧室に連通させ、前記
液体圧入孔を通じて液圧室に液体を圧入させるこ
とにより前記円筒状弾性膨脹体を外周方向に膨脹
させるように構成したことを特徴とする岩石等の
破砕装置に係るものであるから、金属棒体によつ
て岩石に穿設した孔内への弾性膨脹体の挿入作業
が容易となるのは勿論、金属棒体に、弾性膨脹体
内の液圧室にのみ連通する液体圧入孔を設けて全
ての圧力液を液圧室に圧入可能にしているので、
弾性膨脹体に大きな膨脹力を発生させることがで
きると共に、弾性膨脹体はその両端面を金属棒体
に固定したストツパーにより長手方向の膨脹を拘
束されているので、弾性膨脹体内の液圧室に圧入
する圧力液体によつて岩盤やコンクリート等に穿
設した孔の断面方向にのみ膨脹し、その外周面積
に比例した大きな圧力を岩盤層に作用させて岩盤
等を容易に破砕することができ、その上、弾性膨
脹体の両端部が折り返し屈曲した形状の内筒部に
形成されて該内筒部の内周面を金属棒体の外周に
密接させているので、液圧室液圧室内に圧力液が
供給されると、その液圧が前記内筒部の外周面に
作用して内筒部を強制的に金属棒体に圧着させる
と共に液圧室内の液圧が大きくなればなるほど金
属棒体に対する内筒部の圧着力が大きくなつて確
実なシールが可能となるものである。さらに、こ
の破砕装置を孔に挿入したのち液体をポンプによ
つて液圧室に圧入するだけで岩盤等の破砕を行う
ものであるから、破砕作業が迅速に行えると共に
騒音や振動が発生することなく作業環境を良好に
し得るものである。
As described above, the present invention provides a cylindrical elastic expandable body which is formed by integrally connecting inner cylinder portions which are folded back and bent toward the inner periphery in openings at both ends. The cylindrical part is brought into close contact with the outer peripheral surface of the metal rod, and a stopper is fixed to the metal rod in contact with both end surfaces of the cylindrical elastic expandable body, and a liquid press-in hole is drilled in the axial direction from one end of the metal rod. and communicating the liquid press-in hole with a hydraulic pressure chamber formed by the inner circumferential surface of the cylindrical elastic expandable body and the outer circumferential surface of the metal rod, and pressurize the liquid into the hydraulic pressure chamber through the liquid press-fit hole. This invention relates to a device for crushing rocks, etc., characterized in that the cylindrical elastic expandable body is configured to expand in the outer circumferential direction. Not only does it make it easier to insert the inflatable body, but the metal rod has a liquid press hole that communicates only with the hydraulic chamber inside the elastic inflatable body, making it possible to press all the pressure liquid into the hydraulic chamber. ,
A large expansion force can be generated in the elastic expandable body, and since the elastic expandable body is restrained from expanding in the longitudinal direction by stoppers fixed to metal rods on both end faces, the hydraulic pressure chamber inside the elastic expandable body is restrained. The pressurized liquid expands only in the cross-sectional direction of a hole drilled in rock, concrete, etc., and applies a large pressure proportional to the outer area of the hole to the rock layer, making it possible to easily crush the rock. Furthermore, both ends of the elastic expandable body are formed into an inner cylindrical part with a bent shape, and the inner peripheral surface of the inner cylindrical part is brought into close contact with the outer periphery of the metal rod, so that the inner cylindrical part is brought into close contact with the outer periphery of the metal rod. When the pressure fluid is supplied, the fluid pressure acts on the outer circumferential surface of the inner cylindrical portion and forcibly presses the inner cylindrical portion against the metal rod. This increases the pressure force of the inner cylinder against the body, making it possible to achieve a reliable seal. Furthermore, since the crushing device crushes rock by simply inserting the crushing device into a hole and injecting liquid into the hydraulic pressure chamber using a pump, the crushing work can be done quickly and noise and vibrations are generated. This can improve the working environment without any problems.

又、この破砕装置は再利用し得るので、破砕作
業を能率良く且つ経済的に行えるものである。
Furthermore, since this crushing device can be reused, the crushing work can be carried out efficiently and economically.

【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、第1図は
岩盤に穿設した孔に挿入している状態の縦断側面
図、第2図及び第3図は第1図A−A線及びB−
B線における断面図、第4図は弾性膨脹体を膨脹
させた状態の縦断側面図、第5図及び第6図は第
4図C−C線及びD−D線における断面図であ
る。 1……金属棒体、2,3……螺子、4……液体
圧入孔、6……円筒状弾性膨脹体、7,7……内
筒部、8……液圧室、9,9……ストツパー、1
0,10……止め金具、11……接続管、a……
岩盤、b……円形孔。
The drawings show an embodiment of the present invention, and FIG. 1 is a vertical cross-sectional side view of the state in which it is inserted into a hole drilled in a rock, and FIGS. 2 and 3 are lines AA and B in FIG. 1. −
4 is a longitudinal sectional view of the elastic expandable body in an inflated state, and FIGS. 5 and 6 are sectional views taken along line C-C and line D-D in FIG. 4. DESCRIPTION OF SYMBOLS 1... Metal rod body, 2, 3... Screw, 4... Liquid injection hole, 6... Cylindrical elastic expansion body, 7, 7... Inner cylinder part, 8... Hydraulic pressure chamber, 9, 9... ...stopper, 1
0, 10...Fixing metal fitting, 11...Connecting pipe, a...
Bedrock, b...circular hole.

Claims (1)

【特許請求の範囲】[Claims] 1 両端開口部に内周側に向けて折返し屈曲した
形状の内筒部を一体に連設してなる円筒状弾性膨
脹体に金属棒体を挿通して前記両端内筒部を金属
棒体の外周面に密接させると共に、円筒状弾性膨
脹体の両端面に接して金属棒体に、該円筒状弾性
膨脹体の長手方向の伸長を拘束するストツパーを
固定し、さらに、金属棒体の一端より軸心方向に
液体圧入孔を穿設してこの液体圧入孔を前記円筒
状弾性膨脹体の内周面と金属棒体の外周面で形成
された液圧室にのみ連通させ、前記液体圧入孔を
通じて液圧室に液体を圧入させることにより前記
円筒状弾性膨脹体を外周方向に膨脹させるように
構成したことを特徴とする岩石等の破砕装置。
1. A metal rod is inserted into a cylindrical elastic expandable body which is formed by integrally connecting inner cylinder portions that are folded back and bent toward the inner circumference at both end openings, and the inner cylinder portions at both ends are inserted into the metal rod body. A stopper for restraining the longitudinal extension of the cylindrical elastic inflatable body is fixed to the metal rod in close contact with the outer peripheral surface and in contact with both end faces of the cylindrical elastic inflatable body, A liquid press-fitting hole is bored in the axial direction, and the liquid press-fitting hole is communicated only with the hydraulic pressure chamber formed by the inner circumferential surface of the cylindrical elastic expandable body and the outer circumferential surface of the metal rod, and the liquid press-fitting hole 1. An apparatus for crushing rocks, etc., characterized in that the cylindrical elastic expandable body is expanded in the outer circumferential direction by forcing liquid into the hydraulic pressure chamber through the cylindrical elastic expandable body.
JP12433683A 1983-07-07 1983-07-07 Rock crushing apparatus Granted JPS6016695A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12433683A JPS6016695A (en) 1983-07-07 1983-07-07 Rock crushing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12433683A JPS6016695A (en) 1983-07-07 1983-07-07 Rock crushing apparatus

Publications (2)

Publication Number Publication Date
JPS6016695A JPS6016695A (en) 1985-01-28
JPS6253680B2 true JPS6253680B2 (en) 1987-11-11

Family

ID=14882817

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12433683A Granted JPS6016695A (en) 1983-07-07 1983-07-07 Rock crushing apparatus

Country Status (1)

Country Link
JP (1) JPS6016695A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6062596U (en) * 1983-10-07 1985-05-01 五洋建設株式会社 High hydraulic fracturing equipment
US4711501A (en) * 1984-07-30 1987-12-08 Okumura Machinery Corporation Rock crushing device
JPS61107952A (en) * 1984-10-31 1986-05-26 株式会社 スギノマシン Method and device for crushing brittle body
JPS61117397A (en) * 1984-11-13 1986-06-04 東洋ゴム工業株式会社 Rock crushing method and apparatus
JPS61257575A (en) * 1985-05-09 1986-11-15 奥村機械製作株式会社 Static crushing apparatus of rock
JPH0785140B2 (en) * 1985-11-22 1995-09-13 株式会社ニコン Illumination optics

Also Published As

Publication number Publication date
JPS6016695A (en) 1985-01-28

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