JPH0421787B2 - - Google Patents
Info
- Publication number
- JPH0421787B2 JPH0421787B2 JP60098435A JP9843585A JPH0421787B2 JP H0421787 B2 JPH0421787 B2 JP H0421787B2 JP 60098435 A JP60098435 A JP 60098435A JP 9843585 A JP9843585 A JP 9843585A JP H0421787 B2 JPH0421787 B2 JP H0421787B2
- Authority
- JP
- Japan
- Prior art keywords
- cylindrical elastic
- metal rod
- expandable body
- liquid
- 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.)
- Expired - Lifetime
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- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
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静的に破砕す
る方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for statically crushing rock, concrete, etc. by inserting it into a hole drilled in the rock, concrete, etc.
(従来技術とその問題点)
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静的岩石破砕工法が求め
られている。(Prior art and its problems) Conventionally, the most common method for rock crushing is the blasting method, but this method causes 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 static 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
大量の岩の発破には時間がかかりすぎて不適当で
あり、施工期間が大幅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. Blasting is unsuitable because it takes too much time, and the construction period is significantly increased, 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.
一方、金属棒体上に被嵌した円筒状弾性膨張
体、或いは円柱状弾性体を岩盤に穿設した孔内に
挿入して、円筒状弾性膨張体を液圧により膨張さ
せたり、円柱状弾性体を長さ方向に圧縮させて外
径方向に膨張変形させることにより、その膨張圧
で岩盤を破砕するように構成した装置が開発され
ているが、いずれの装置においても円筒状弾性膨
張体や円柱状弾性体の膨張圧によつて岩盤を破砕
させるには大きな液圧や圧縮力を要するものであ
る。 On the other hand, by inserting a cylindrical elastic expandable body fitted onto a metal rod or a cylindrical elastic body into a hole drilled in a rock, the cylindrical elastic expandable body is expanded by hydraulic pressure, or the cylindrical elastic expandable body is expanded by hydraulic pressure. Devices have been developed that use the expansion pressure to crush rock by compressing the body in the length direction and expanding and deforming it in the outer radial direction. A large hydraulic pressure and compressive force are required to fracture the rock by the expansion pressure of the cylindrical elastic body.
(発明の目的)
本発明はこのような問題点に鑑みてなされたも
ので、液圧と圧縮変形圧とを併用して円筒状弾性
膨張体内に高圧を発生させることにより、該円筒
状弾性膨張体を膨張させて岩盤等の破砕を行う静
的破砕方法を提供するものである。(Object of the Invention) The present invention has been made in view of the above-mentioned problems, and uses a combination of hydraulic pressure and compressive deformation pressure to generate high pressure inside the cylindrical elastic expansion body. This provides a static crushing method for crushing rock, etc. by expanding the body.
(発明の構成)
上記目的を達成するために、本発明の岩盤等の
静的破砕方法は、金属棒体の両端部にストツパー
を設けると共にこれらのストツパー間における金
属棒体上に円筒状弾性膨張体を被嵌して該円筒状
弾性膨張体の両端部内周面を金属棒体に密接さ
せ、且つ、金属棒体の中心部に穿設している液体
圧入孔を円筒状弾性膨張体の内周面と金属棒体の
外周面間で形成された液圧室に連通させてなる破
砕装置を岩盤等に穿設した孔内に挿入したのち、
液体圧入孔を通じて水等の液体を前記液圧室に圧
入させることにより円筒状弾性膨張体をその液圧
で膨張させて前記穿設孔の内周壁に密着させ、所
望の液圧を円筒状弾性膨張体内に充填、封入した
のち液体の供給を停止し、次いで、前記ストツパ
ーを接近する方向に移動させて円筒状弾性膨張体
を長さ方向に圧縮しながら外径方向に膨張させる
ことにより岩盤等を破砕することを特徴とするも
ので、円筒状弾性膨張体内に所望圧の液圧を封
入、蓄圧したのち、この円筒状弾性膨張体を長さ
方向に圧縮することにより該円筒状弾性膨張体内
に高圧を発生させ、その圧力により円筒状弾性膨
張体を外径方向に膨張させて岩盤層を容易に破砕
することができるものである。(Structure of the Invention) In order to achieve the above object, the method for statically crushing rock, etc. of the present invention provides stoppers at both ends of a metal rod, and a cylindrical elastic expansion mechanism on the metal rod between these stoppers. The inner circumference of both ends of the cylindrical elastic expandable body is brought into close contact with the metal rod, and the liquid press-in hole bored in the center of the metal rod is inserted into the inner circumferential surface of the cylindrical elastic expandable body. After inserting the crushing device, which is connected to a hydraulic chamber formed between the circumferential surface and the outer circumferential surface of the metal rod, into a hole drilled in rock, etc.
By pressurizing a liquid such as water into the hydraulic pressure chamber through the liquid injection hole, the cylindrical elastic expansion body is expanded by the liquid pressure and brought into close contact with the inner peripheral wall of the drilled hole, and the desired liquid pressure is applied to the cylindrical elastic expansion body. After filling and enclosing the expandable body, the supply of liquid is stopped, and then the stopper is moved in the approaching direction to compress the cylindrical elastic expandable body in the length direction and expand it in the outer radial direction. It is characterized by crushing the cylindrical elastic expandable body by enclosing and accumulating a desired hydraulic pressure in the cylindrical elastic expandable body, and then compressing the cylindrical elastic expandable body in the length direction. The cylindrical elastic expander is expanded in the outer radial direction by generating high pressure, and the rock layer can be easily crushed.
(実施例の説明)
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、その一端部外周面
に螺子2を形成してあり、さらに他端面中央より
軸心方向にこの金属棒体1の中程に達する液体圧
入孔3を穿設し、該液体圧入孔3の先端を金属棒
体1の長さ方向の中央部外周面に開口4させてあ
る。(Description of Embodiments) Embodiments of the present invention will be explained with reference to the drawings.
is a metal bar made of steel bar material, with a screw 2 formed on the outer peripheral surface of one end thereof, and a liquid press-in hole 3 extending from the center of the other end surface to the middle of the metal bar 1 in the axial direction. The tip of the liquid press-in hole 3 is formed into an opening 4 on the outer circumferential surface of the central portion of the metal rod 1 in the longitudinal direction.
5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面側に向け
て折返し屈曲した形状の内筒部6,6を一体に連
設してある。 Reference numeral 5 denotes a cylindrical elastic expandable body made of a relatively thick rubber tube, and inner cylindrical parts 6, 6 each having a shape that is folded back and bent toward the inner circumferential surface are integrally provided at the openings at both ends thereof.
この円筒状弾性膨脹体5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5の両端
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5の内筒部6,6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 5 so that both ends of the metal rod 1 protrude from both ends of the cylindrical elastic expandable body 5. The inner circumferential surfaces of the cylindrical portions 6, 6 are brought into close contact with the outer circumferential surface of the metal rod body 1 due to their elastic force.
7は円筒状弾性膨脹体5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7に前記液体圧入孔3を連通させている
ものである。 7 is the inner peripheral surface of the cylindrical elastic expandable body 5 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 7 and the liquid pressure injection hole 3 is communicated with the hydraulic pressure chamber 7.
8,9は皿座金よりなる固定ストツパーと可動
ストツパーで、金属棒体1の一端及び他端から
夫々挿嵌してその内側傾斜面を円筒状弾性膨脹体
5の端面、即ち、内筒部6,6との連設壁部5a
の外端面に当接、受止させてある。なお、連設壁
部5aは円筒状弾性膨脹体5や内筒部6よりも肉
厚に形成してある。 Reference numerals 8 and 9 denote a fixed stopper and a movable stopper made of countersunk washers, which are inserted from one end and the other end of the metal rod 1, respectively, so that their inner inclined surfaces are connected to the end surface of the cylindrical elastic expansion body 5, that is, the inner cylinder portion 6. , 6 and the continuous wall portion 5a
It is brought into contact with and received by the outer end surface of. Note that the continuous wall portion 5a is formed thicker than the cylindrical elastic expansion body 5 and the inner cylinder portion 6.
10は金属棒体1の一端部の螺子2に螺合した
ナツト形状の止め金具で、固定ストツパー8を受
止してその位置に固定させているものである。 Numeral 10 is a nut-shaped stopper screwed onto the screw 2 at one end of the metal rod 1, which receives the fixed stopper 8 and fixes it in that position.
11は金属棒体1の他端から金属棒体1の外周
に摺動自在に挿嵌した短筒状の移動金具で、その
一端面を可動ストツパー9に当接させて両ストツ
パー8,9により円筒状弾性膨脹体5を挟接して
ある。 Reference numeral 11 denotes a short cylindrical moving fitting that is slidably inserted into the outer periphery of the metal rod 1 from the other end of the metal rod 1. One end surface of the metal rod 11 is brought into contact with the movable stopper 9, and the metal rod 1 is moved by both the stoppers 8 and 9. A cylindrical elastic expandable body 5 is sandwiched therebetween.
12は金属棒体1の他端面において、前記液体
圧入孔3に連結、連通した接続管で、バルブ13
を介して液体圧送ポンプ(図示せず)に接続して
ある。 Reference numeral 12 denotes a connecting pipe connected to and communicated with the liquid press-in hole 3 on the other end surface of the metal rod 1;
via a liquid pressure pump (not shown).
14は金属棒体1の他端部にそのセンターホー
ルを被嵌、装着したセンターホールジヤツキで、
金属棒体1に外嵌したその筒状押圧部材15を移
動金具11に押接させ、センターホールジヤツキ
14の押圧力を移動金具11を介して可動ストツ
パー9に伝達するように構成してある。 14 is a center hole jack whose center hole is fitted and attached to the other end of the metal rod 1;
The cylindrical pressing member 15 fitted onto the metal rod 1 is pressed against the movable fitting 11, and the pressing force of the center hole jack 14 is transmitted to the movable stopper 9 via the movable fitting 11. .
なお、以上の構成において、止め金具10は金
属棒体1に螺合させることなく溶接等によつて一
体に固着しておいてもよく、又、ストツパー8,
9は皿形状に形成したが、第4図に示すように、
背面を止め金具10に受止させた円錐形状の内側
固定ストツパー8aを円筒状弾性膨脹体5の内筒
部6に食い込ませると共に該内側固定ストツパー
8aの外周に被嵌した弾性膨脹体5よりも大径の
外側固定ストツパー8bで内筒部6の端面を受止
させる一方、可動ストツパー9は内筒部6の端面
を受止する円形平板部9aの金属棒体挿通中央孔
の外周に内筒部6に食い込ませる円錐形部9bを
一体に形成したものであつてもよい。又、固定ス
トツパーの形状も円形平板部と円錐形部との一体
ものであつてもよい。 In the above configuration, the stopper 10 may be fixed to the metal rod 1 by welding or the like without being screwed together, or the stopper 8,
9 was formed into a dish shape, but as shown in Fig. 4,
The conical inner fixed stopper 8a whose back surface is received by the stopper 10 is bitten into the inner cylinder part 6 of the cylindrical elastic expandable body 5, and the elastic expandable body 5 is fitted over the outer periphery of the inner fixed stopper 8a. The large-diameter outer fixed stopper 8b receives the end surface of the inner cylindrical portion 6, while the movable stopper 9 receives the end surface of the inner cylindrical portion 6. The conical portion 9b that bites into the portion 6 may be integrally formed. Further, the shape of the fixed stopper may be an integral part of a circular flat plate part and a conical part.
さらに、弾性膨脹体5は、第5図に示すように
肉厚の弾性円筒体の両端部において、内周面から
斜め外方に向かう円錐形状のスリツト16を設け
て該スリツト16の内周側の部分で内筒部6を形
成してもよい。 Furthermore, as shown in FIG. 5, the elastic expandable body 5 is provided with conical slits 16 extending obliquely outward from the inner circumferential surface at both ends of the thick elastic cylindrical body. The inner cylindrical portion 6 may be formed by the portion.
図中、17は必要に応じて弾性膨脹体5の外周
面に被覆した保護材で、内外方向に拡縮自在に構
成されてある。 In the figure, reference numeral 17 denotes a protective material coated on the outer circumferential surface of the elastic expandable body 5 as required, and is configured to be expandable and contractible in the inner and outer directions.
(作 用)
このように構成した岩石等の破砕装置によつて
岩盤aを破砕する方法を説明すると、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
や大径の円形孔bを穿設する。(Function) To explain the method of crushing rock mass a using the rock crushing device configured as described above, first, a circular hole b having a diameter slightly larger than that of the crushing device is drilled into the rock mass a to be crushed. to be drilled.
次に、破砕装置を円形孔b内に挿入したのち、
接続管12に配管(図示せず)を介して接続した
液体圧送ポンプを駆動すると、水等の液体は液体
圧入孔3を通じて液圧室7内に圧送、充満し、円
筒状弾性膨脹体5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の内周壁に当接す
る。この時、弾性膨脹体5はその長手方向にも膨
脹しようとするが、その膨脹はストツパー8,9
により阻止される。又、液圧が急に上昇するの
で、バルブ13を閉じる。 Next, after inserting the crushing device into the circular hole b,
When the liquid pressure pump connected to the connecting pipe 12 via piping (not shown) is driven, liquid such as water is forced into the liquid pressure chamber 7 through the liquid pressure injection hole 3, filling it up, and the cylindrical elastic expandable body 5 When it begins to expand, it comes into contact with the inner circumferential wall of the circular hole b, eliminating the gap c within the circular hole b. At this time, the elastic expandable body 5 also tries to expand in its longitudinal direction, but this expansion is stopped by the stoppers 8 and 9.
is prevented by Also, since the hydraulic pressure suddenly increases, the valve 13 is closed.
液圧室7内の圧力が上昇すれば、弾性膨脹体5
の両端内筒部6,6の外周面に液圧が作用して該
内筒部6,6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。 When the pressure inside the hydraulic chamber 7 increases, the elastic expandable body 5
Hydraulic pressure acts on the outer circumferential surfaces of the inner cylindrical parts 6, 6 at both ends of the metal rod 1, so that the inner cylindrical parts 6, 6 are firmly brought into close contact with the outer periphery of the metal rod 1, thereby achieving a reliable seal.
こうして、液圧室7に液体を封入したのち、セ
ンターホールジヤツキ14を作動して押圧部材1
5を介して移動金具11を押進させると、可動ス
トツパー9が固定ストツパー8側に移動してこれ
らのストツパー8,9で挟持された弾性膨脹体5
及び液圧室7内の液体は圧力を受け、特に、液体
は非圧縮性であるからその圧力は上昇する。この
上昇した圧力により弾性膨脹体5は外径方向に膨
脹し、その膨脹圧を円形孔bの内周壁に作用させ
る。 After filling the liquid in the hydraulic chamber 7 in this way, the center hole jack 14 is operated to press the pressing member 1.
When the movable fitting 11 is pushed forward through the movable stopper 5, the movable stopper 9 moves toward the fixed stopper 8, and the elastic inflatable body 5 held between these stoppers 8 and 9 is moved.
The liquid in the hydraulic pressure chamber 7 is subjected to pressure, and in particular, since the liquid is incompressible, its pressure increases. This increased pressure causes the elastic expandable body 5 to expand in the outer diameter direction, and the expansion pressure is applied to the inner circumferential wall of the circular hole b.
さらに、この状態からセンターホールジヤツキ
14を作動させて液圧室7の液圧を上昇させ、そ
の圧力が岩盤の強度以上に達すると、岩盤にクラ
ツクが生じて破砕するものである。 Further, from this state, the center hole jack 14 is operated to increase the hydraulic pressure in the hydraulic pressure chamber 7, and when the pressure reaches the strength of the rock or higher, the rock is cracked and fractured.
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
5の長手方向の膨脹を拘束しているストツパー
8,9は、皿形状の場合に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 During rock crushing, the stoppers 8 and 9 that restrain the expansion of the elastic expandable body 5 in the longitudinal direction expand elastically in the outer radial direction when the stoppers 8 and 9 are dish-shaped, but the outer circumferential surface thereof is shaped like a circular hole b. The diameter is such that it touches the inner circumferential wall of the tube.
(発明の効果)
以上のように本発明の岩盤等の破砕方法によれ
ば、金属棒体の両端部にストツパーを設けると共
にこれらのストツパー間における金属棒体上に円
筒状弾性膨張体を被嵌して該円筒状弾性膨張体の
両端部内周面を金属棒体に密接させ、且つ、金属
棒体の中心部に穿設している液体圧入孔を円筒状
弾性膨張体の内周面と金属棒体の外周面間で形成
された液圧室に連通させてなる破砕装置を岩盤等
に穿設した孔内に挿入したのち、まず、液体圧入
孔を通じて水等の液体を前記液圧室に圧入させる
ことにより円筒状弾性膨張体をその液圧で膨張さ
せて前記穿設孔の内周壁に密着させるので、該円
筒状弾性膨張体内にその弾性材料の弾性圧以上の
大きな液圧を比較的低圧のポンプにより容易に供
給、蓄圧することができる。(Effects of the Invention) As described above, according to the rock crushing method of the present invention, stoppers are provided at both ends of a metal rod, and a cylindrical elastic expandable body is fitted onto the metal rod between these stoppers. The inner peripheral surface of both ends of the cylindrical elastic expandable body is brought into close contact with the metal rod, and the liquid press-in hole bored in the center of the metal rod is connected to the inner peripheral surface of the cylindrical elastic expandable body and the metal rod. After inserting the crushing device, which is connected to a hydraulic pressure chamber formed between the outer peripheral surfaces of the rods, into a hole drilled in rock, etc., first, a liquid such as water is introduced into the hydraulic pressure chamber through the liquid injection hole. By press-fitting, the cylindrical elastic expandable body is expanded by its hydraulic pressure and brought into close contact with the inner circumferential wall of the perforated hole, so a relatively large hydraulic pressure greater than the elastic pressure of the elastic material is applied inside the cylindrical elastic expandable body. It can be easily supplied and stored using a low-pressure pump.
このように、所望の液圧を円筒状弾性膨張体内
に充填、封入したのち液体の供給を停止し、次い
で、ストツパーを接近する方向に移動させて円筒
状弾性膨張体を長さ方向に圧縮しながら外径方向
に膨張させるので、円筒状弾性膨張体内に封入し
ている液体は非圧縮性であるから、円筒状弾性膨
張体の長さ方向の圧縮力により該円筒状弾性膨張
体内に高圧を発生させることができ、従つて、比
較的小さな圧縮力によつて円筒状弾性膨張体に大
きな膨張圧を生じさせて岩盤を容易且つ確実に破
砕することができるものである。 In this way, after the desired liquid pressure is filled and sealed in the cylindrical elastic expandable body, the supply of liquid is stopped, and then the stopper is moved in the approaching direction to compress the cylindrical elastic expandable body in the length direction. Since the liquid sealed inside the cylindrical elastic expandable body is incompressible, high pressure is generated inside the cylindrical elastic expandable body by the compressive force in the length direction of the cylindrical elastic expandable body. Therefore, it is possible to generate a large expansion pressure in the cylindrical elastic expansion body with a relatively small compression force, thereby easily and reliably crushing rock.
又、本発明の破砕方法によれば、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り、その上、こ
の破砕装置は再使用できるから、破砕作業を能率
よく且つ経済的に行えるものである。 Further, according to the crushing method of the present invention, the crushing work can be carried out quickly and the working environment can be improved without generating noise or vibration.Furthermore, since this crushing device can be reused, the crushing work can be carried out quickly. can be done efficiently and economically.
図面は本発明の実施例を示すもので、第1図は
その要部を縦断した側面図、第2図および第3図
は第1図A−A線、B−B線における断面図、第
4図は本発明の別な実施例を示す縦断側面図、第
5図は弾性膨脹体の別な実施例を示す縦断側面図
である。
1…金属棒体、3…液体圧入孔、5…弾性膨脹
体、6,6…内筒部、7…液圧室、8…固定スト
ツパー、9…可動ストツパー、14…センターホ
ールジヤツキ。
The drawings show an embodiment of the present invention, and FIG. 1 is a longitudinal side view of the main part thereof, and FIGS. 2 and 3 are cross-sectional views taken along lines A-A and B-B in FIG. FIG. 4 is a longitudinal side view showing another embodiment of the present invention, and FIG. 5 is a longitudinal side view showing another embodiment of the elastic expandable body. DESCRIPTION OF SYMBOLS 1...Metal rod, 3...Liquid press-in hole, 5...Elastic expansion body, 6, 6...Inner cylinder part, 7...Liquid pressure chamber, 8...Fixed stopper, 9...Movable stopper, 14...Center hole jack.
Claims (1)
にこれらのストツパー間における金属棒体上に円
筒状弾性膨張体を被嵌して該円筒状弾性膨張体の
両端部内周面を金属棒体に密接させ、且つ、金属
棒体の中心部に穿設している液体圧入孔を円筒状
弾性膨張体の内周面と金属棒体の外周面間で形成
された液圧室に連通させてなる破砕装置を岩盤等
に穿設した孔内に挿入したのち、液体圧入孔を通
じて水等の液体を前記液圧室に圧入させることに
より円筒状弾性膨張体をその液圧で膨張させて前
記穿設孔の内周壁に密着させ、所望の液圧を円筒
状弾性膨張体内に充填、封入したのち液体の供給
を停止し、次いで、ストツパーを接近する方向に
移動させて円筒状弾性膨張体を長さ方向に圧縮し
ながら外径方向に膨張させることにより岩盤等を
破砕することを特徴とする岩盤等の静的破砕方
法。1. A stopper is provided at both ends of the metal rod, and a cylindrical elastic expansion body is fitted onto the metal rod between these stoppers, so that the inner peripheral surface of both ends of the cylindrical elastic expansion body is brought into close contact with the metal rod. , and a crushing device in which a liquid injection hole drilled in the center of the metal rod is communicated with a hydraulic chamber formed between the inner circumferential surface of the cylindrical elastic expansion body and the outer circumferential surface of the metal rod. is inserted into a hole drilled in rock, etc., and then a liquid such as water is forced into the hydraulic pressure chamber through the liquid injection hole, and the cylindrical elastic expandable body is expanded by the liquid pressure to fill the hole. After the cylindrical elastic expandable body is brought into close contact with the inner circumferential wall and the desired liquid pressure is filled and enclosed within the cylindrical elastic expandable body, the supply of liquid is stopped, and then the stopper is moved in the approaching direction to move the cylindrical elastic expandable body in the length direction. A method for statically crushing rock, etc., characterized by crushing rock, etc. by expanding it in the outer diameter direction while compressing it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9843585A JPS61257575A (en) | 1985-05-09 | 1985-05-09 | Static crushing apparatus of rock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9843585A JPS61257575A (en) | 1985-05-09 | 1985-05-09 | Static crushing apparatus of rock |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61257575A JPS61257575A (en) | 1986-11-15 |
| JPH0421787B2 true JPH0421787B2 (en) | 1992-04-13 |
Family
ID=14219712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9843585A Granted JPS61257575A (en) | 1985-05-09 | 1985-05-09 | Static crushing apparatus of rock |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61257575A (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59118989A (en) * | 1982-12-13 | 1984-07-09 | 鹿島建設株式会社 | Static crushing of rock |
| JPS6016695A (en) * | 1983-07-07 | 1985-01-28 | 奥村機械製作株式会社 | Rock crushing apparatus |
-
1985
- 1985-05-09 JP JP9843585A patent/JPS61257575A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61257575A (en) | 1986-11-15 |
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