JPH03183894A - Crusher - Google Patents

Crusher

Info

Publication number
JPH03183894A
JPH03183894A JP32066589A JP32066589A JPH03183894A JP H03183894 A JPH03183894 A JP H03183894A JP 32066589 A JP32066589 A JP 32066589A JP 32066589 A JP32066589 A JP 32066589A JP H03183894 A JPH03183894 A JP H03183894A
Authority
JP
Japan
Prior art keywords
elastic
sleeve
expansion body
rubber
elastic 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.)
Granted
Application number
JP32066589A
Other languages
Japanese (ja)
Other versions
JP2578227B2 (en
Inventor
Hisaya Uruta
潤田 久也
Keizo Tatsunami
敬造 立浪
Shunichi Kadota
俊一 門田
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.)
Bridgestone Corp
Fujita Corp
Original Assignee
Bridgestone Corp
Fujita Corp
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 Bridgestone Corp, Fujita Corp filed Critical Bridgestone Corp
Priority to JP1320665A priority Critical patent/JP2578227B2/en
Publication of JPH03183894A publication Critical patent/JPH03183894A/en
Application granted granted Critical
Publication of JP2578227B2 publication Critical patent/JP2578227B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To make it possible to crush the matters to be crushed safely by simple treatment by applying pressure fluid to an elastic expansion body to expand a diameter and deform, and expanding and projecting a sleeve to push the matters to be crushed by load plates arranged on the peripheral surface thereof. CONSTITUTION:An elastic expansion body 40 is constituted of a reinforced layer 32 into which high tension fiber is braided, a tube-like body consisting of internal and external rubber layers 30 and 34 and a seal member 36. After that, the elastic expansion body 40 is housed in a sleeve 42 constituted of a hollow rubber or rubber elastic materials, and a plurality of load plates 44 and 44 are arranged to the peripheral surface of the sleeve 42 along the axis. Then, a constrained means regulating the motion of the elastic expansion body 40 is provided to form a crusher. The crusher is inserted into a bored section formed in the matters to be crushed, pressure fluid is applied to the elastic expansion body 40 to expand a diameter and deform, the sleeve 42 is expanded and projected to radial outward, and the matters to be crushed are pushed by the load plates 44 and 44 to crush.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、岩盤又はコンクリートブロック等の剛固な
対象物を破砕する破砕装置、特には、加圧流体の供給に
より半径方向外方に載荷板を押し出すことにより対象物
を破砕する破砕装置に関するものである。
Detailed Description of the Invention (Industrial Field of Application) The present invention relates to a crushing device for crushing rigid objects such as rock or concrete blocks, and particularly to a crushing device for crushing rigid objects such as rock or concrete blocks. This invention relates to a crushing device that crushes objects by extruding plates.

(従来の技術) 岩盤、コンクリートブロック等の剛固な対象物を破砕す
るには、予めそれらに穿孔された孔に、例えば、ダイナ
マイト等の爆破薬を挿入して爆発させ、その爆発力によ
り破砕する方法がある。
(Prior art) In order to crush rigid objects such as rock or concrete blocks, an explosive such as dynamite is inserted into a hole drilled in advance and detonated, and the explosive force causes the object to be crushed. There is a way to do it.

しかしながら、ダイナマイトの取り扱いには特別の資格
が必要とされ、また、その保管には充分な配慮を払わな
ければならず、一方、ダイナマイトの爆発時には、その
爆風等の影響を避けるため、作業領域から退避しなけれ
ばならず、しかも、粉塵の発生が不可避であることから
、極めて作業性が悪いという問題があった。加えて、そ
の際には、極めて大きな騒音及び振動を伴うので、人家
に近接した区域内ではその使用が制限される等の欠点も
あった。
However, special qualifications are required to handle dynamite, and sufficient consideration must be given to its storage. On the other hand, when dynamite explodes, it must be kept away from the work area to avoid the effects of the blast, etc. There was a problem in that the workability was extremely poor because it had to be evacuated and the generation of dust was unavoidable. In addition, in this case, extremely large noise and vibrations are generated, so there is a drawback that its use is restricted in areas close to human residences.

一方、このような欠点を解決すべく、化学薬品を穿孔部
に注入し、それら薬品の化学反応に基づく膨張現象によ
り岩盤やコンクリートブロックを静的に破砕する方法も
提案されているが、薬品の注入作業を伴うことに起因し
てその適用範囲が制限されるばかりでなく、各薬品を正
確に計量しなければならず、加えて化学反応が完了する
のに時間が掛かり作業効率が悪いと言う問題がある。し
かも、それら薬品には人体に有害な物質が含まれるもの
もあり、ダイナマイト同様に、その取り扱いに充分な注
意が要求され、価格的にも高価である等の問題もある。
On the other hand, in order to solve these drawbacks, a method has been proposed in which chemicals are injected into the borehole and the rock or concrete block is statically crushed by the expansion phenomenon caused by the chemical reaction of the chemicals. Not only is the range of application limited due to the injection work involved, but each chemical must be measured accurately, and in addition, it takes time for the chemical reaction to complete, resulting in poor work efficiency. There's a problem. Moreover, some of these chemicals contain substances that are harmful to the human body, and like dynamite, they require sufficient care when handling, and they also have problems such as being expensive.

このような問題を解決すべく、第8図に示したように、
例えば、NR等のゴム又はゴム状弾性材料よりなる筒状
の内面ゴム層10の外周に、耐張力に優れた繊維、例え
ば、芳香族ポリアミド繊維(ケブラー:商品名)を10
°〜20’に編組んだ補強層12を張付け、更にその外
周にゴム又はゴム状弾性材料よりなる外面ゴム層14を
設けて加硫し、次いで、その内部への加圧流体の給徘を
許容する封止部材16を両端部にそれぞれ装着して弾性
膨張体18を形成し、この弾性膨張体18を、ゴム又は
ゴム状弾性材料よりなる中空のスリーブ20に収納する
一方、その外周に、剛性が高く、好ましくは耐摩耗性に
優れた円弧形状をした複数の載荷板22を相互に離間さ
せて配設した破砕装!24が提案されている。なお、符
号26はかしめ金具であり、筒状体をその外方から封止
部材に強固に押圧して封止部材16が、補強層12が埋
設された筒状体から抜は落ちるの確実に防止する。
In order to solve this problem, as shown in Figure 8,
For example, 10 fibers with excellent tensile strength, such as aromatic polyamide fiber (Kevlar: trade name), are placed around the outer periphery of the cylindrical inner rubber layer 10 made of rubber or rubber-like elastic material such as NR.
A braided reinforcing layer 12 is attached to the outer circumference of the reinforcing layer 12, and an outer rubber layer 14 made of rubber or rubber-like elastic material is provided on the outer periphery of the reinforcing layer 12, which is then vulcanized. A permissive sealing member 16 is attached to each end to form an elastic expansion body 18, and this elastic expansion body 18 is housed in a hollow sleeve 20 made of rubber or rubber-like elastic material. A crushing device in which a plurality of arc-shaped loading plates 22 with high rigidity and preferably excellent wear resistance are spaced apart from each other! 24 have been proposed. Incidentally, reference numeral 26 is a caulking metal fitting, which firmly presses the cylindrical body against the sealing member from the outside to ensure that the sealing member 16 will not come out from the cylindrical body in which the reinforcing layer 12 is buried. To prevent.

この破砕装置24を用いて岩盤又はコンクリート等を破
砕するには、当該装置を予め岩盤に形成した掘削孔に挿
入し、次いで、弾性膨張体18に加圧流体を適用してそ
の半径方向外方への膨出、ひいてはスリーブ20の半径
方向外方への膨出に伴う、載荷板22の岩盤に対する押
圧力の適用下で、岩盤に引張り力を作用させて亀裂を生
起させて破砕するものであり、弾性膨張体18に適用す
る圧力が高い程、破砕能力か向上することとなる。
In order to crush rock, concrete, etc. using this crushing device 24, the device is inserted into an excavation hole previously formed in the rock, and then a pressurized fluid is applied to the elastic expandable body 18 to crush rock or concrete. Under the application of the pressing force of the loading plate 22 against the rock as the sleeve 20 expands outward in the radial direction, a tensile force is applied to the rock to generate cracks and fracture it. Therefore, the higher the pressure applied to the elastic expansion body 18, the better the crushing ability will be.

(発明が解決しようとする課題) ところが、加圧流体の弾性膨張体への適用に際し、その
半径方向への運動は、載荷板22と岩盤又はコラクリー
ト等の被破砕物との接触の下で規定されることとなるが
、その軸線方向への運動は何ら拘束を受けないことから
、当該軸線方向には極めて大きな軸力が作用するため、
弾性膨張体を形成する補強層12には、極めて大きな張
力が作用することとなる。このため、補強層12、更に
は弾性膨張体18が損傷し、遂には破断することとなる
(Problem to be Solved by the Invention) However, when a pressurized fluid is applied to an elastic expandable body, its movement in the radial direction is regulated under the contact between the loading plate 22 and the object to be crushed, such as rock or coracrete. However, since the movement in the axial direction is not constrained in any way, an extremely large axial force acts in the axial direction, so
An extremely large tension will act on the reinforcing layer 12 forming the elastic expansion body. As a result, the reinforcing layer 12 and furthermore the elastic expansion body 18 are damaged and eventually break.

しかも、その場合には、封止部材16を含む部分が外方
に飛び出すことがあり、最悪の場合には、作業者並びに
他の装置を損傷することともなる。
Moreover, in that case, the portion including the sealing member 16 may jump out, and in the worst case, it may damage the operator and other equipment.

このため、弾性膨張体に適用する加圧流体の圧力を低く
することも考えられるが、その場合にあっては、破砕能
力が低下することから、所期の目的を達成することがで
きないこととなる。
For this reason, it may be possible to lower the pressure of the pressurized fluid applied to the elastic expandable body, but in that case, the crushing ability will decrease and the intended purpose may not be achieved. Become.

本発明は、このような問題に鑑みみてなされたものであ
り、取り扱いが容易であり、且つ安全な破砕装置を提供
することをその目的とする。
The present invention has been made in view of such problems, and an object of the present invention is to provide a crushing device that is easy to handle and safe.

(課題を達成するための手段) この課題を達成するため、本発明装置にあっては、有機
又は無機質の高張力繊維を編組んだ補強層、補強層が埋
設されたゴム又はゴム状弾性材料よりなる管状体、そし
て管状体の両端部を封止し、少なくとも片側で管状体内
部への加圧流体の給徘を許容する封止部材を有し、加圧
流体の適用に際して膨径変形する弾性膨張体と、弾性膨
張体を収納する中空のゴム又はゴム状弾性材料よりなる
スリーブと、スリーブの外周にその軸線に沿って配設さ
れた複数の載荷板と、それら載荷板に協働し、少なくと
もその片側で、載荷板の弾性膨張体の半径方向外方への
運動を許容すると共に、弾性膨張体の軸線方向への伸張
を拘束する拘束手段とを具えてなる。
(Means for achieving the object) In order to achieve this object, the device of the present invention includes a reinforcing layer made of braided organic or inorganic high-tensile fibers, and a rubber or rubber-like elastic material in which the reinforcing layer is embedded. and a sealing member that seals both ends of the tubular body and allows pressurized fluid to be supplied into the interior of the tubular body on at least one side, and expands and deforms in diameter when the pressurized fluid is applied. An elastic expandable body, a hollow sleeve made of rubber or rubber-like elastic material that accommodates the elastic expandable body, a plurality of loading plates disposed around the outer periphery of the sleeve along its axis, and a plurality of loading plates that cooperate with the loading plates. , comprising, on at least one side thereof, restraining means for permitting radially outward movement of the elastic expandable body of the loading plate and restraining expansion of the elastic expandable body in the axial direction.

(作 用) 破砕装置を、岩盤、コンクリートブロック等の被破砕物
に予め形成された穿孔部に挿入し、その弾性膨張体に加
圧流体を適用すると、その膨径変形に伴って、スリーブ
が半径方向外方に膨出するので、スリーブの外周に配設
された複数の載荷板が被破砕物を押圧する。このため、
被破砕物には、引張り力が作用して亀裂が生じ、被破砕
物を破砕することができる。
(Function) When the crushing device is inserted into a pre-formed hole in an object to be crushed, such as rock or concrete blocks, and pressurized fluid is applied to the elastic expansion body, the sleeve will deform as the expansion diameter deforms. Since the sleeve bulges outward in the radial direction, a plurality of loading plates arranged around the outer periphery of the sleeve press the object to be crushed. For this reason,
A tensile force acts on the object to be crushed, causing cracks, and the object to be crushed can be crushed.

一方、載荷板に協働して弾性膨張体の半径方向外方への
載荷板の連動を許容する拘束手段により、弾性膨張体の
軸線方向への運動が拘束されるので、加圧流体の適用に
際し、弾性膨張体を形成する補強層に過度の張力が作用
することがなく、また、弾性膨張体に適用された加圧流
体の有するエネルギーを、その膨径変形に変換すること
ができるので、破砕作業を効率良く行うことができる。
On the other hand, the restraining means that cooperates with the loading plate to allow the loading plate to move radially outward of the elastic expansion body restricts the movement of the elastic expansion body in the axial direction, so pressurized fluid is applied. At this time, excessive tension is not applied to the reinforcing layer forming the elastic expansion body, and the energy of the pressurized fluid applied to the elastic expansion body can be converted into expansion and diameter deformation. Crushing work can be performed efficiently.

なお、破砕装置の端部を、岩盤等に形成した穿孔部の終
端部に当接させ得る場合にあっては、当該端部により、
弾性膨張体の伸張が拘束されることになるので、破砕装
置の挿入端側の載荷板に協働する拘束手段を省略するこ
とができる。
In addition, if the end of the crushing device can be brought into contact with the terminal end of a hole formed in rock, etc., the end can
Since the expansion of the elastic expansion body is restrained, a restraining means that cooperates with the loading plate on the insertion end side of the crushing device can be omitted.

(実施例) 以下図面を参照しながら本発明装置について詳述する。(Example) The apparatus of the present invention will be described in detail below with reference to the drawings.

第1図は、本発明破砕装置の好適な一実施例を断面にし
て示す図であり、厚さ5mm〜15閣のNR1SBR等
のゴム又はゴム状弾性材料よりなる、内径51uI11
〜12flII11とした筒状の内面ゴムN30の外周
に、有機又は無機質の高張力の繊維、例えば、線径0.
5m1ll〜2.0肋の芳香族ボリア旦ド繊維(ケプラ
ー:商品名)、又はスチールコード等を10’〜20’
、好ましくは10°〜15°に編組んだ補強層32を張
付け、更にその外周に厚さ3帥〜4mmとしたNR,S
BR等のゴム又はゴム状弾性材料、本実施例ではNRゴ
ムとした外面ゴム層34を設けて加硫して一体構造の筒
状体とする。
FIG. 1 is a cross-sectional view of a preferred embodiment of the crushing device of the present invention.
The outer periphery of the cylindrical inner rubber N30, which has a diameter of 0 to 12flII11, is coated with organic or inorganic high tensile strength fibers, for example, wire diameters of 0.
5ml~2.0 ribs aromatic boria fiber (Kepler: trade name) or steel cord etc. 10'~20'
A reinforcing layer 32, preferably braided at 10° to 15°, is attached to the outer periphery of the NR, S with a thickness of 3 to 4 mm.
An outer rubber layer 34 made of rubber such as BR or a rubber-like elastic material, in this embodiment NR rubber, is provided and vulcanized to form an integrally structured cylindrical body.

この筒状体の両端部に、内部への加圧流体の給徘を許容
する封止部材36を、その両端部にそれぞれ一体的に固
着すると共に、一端が封止部材の周方向突起部に係合可
能なフランジ部を有する筒状のかしめ金具38を用いて
圧着し、それら筒状体及び封止部材36の分離を阻止す
る構成とした弾性膨張体40を形成する。そして、この
弾性膨張体40を、NR,SBR等のゴム又はゴム状弾
性材料よりなり、第2図(a)又は(b)に斜視図を示
す中空のスリーブ42の中空部分に収納する一方、その
外周に、剛性が高く、好ましくは耐摩耗性に優れた円弧
又は三日月形状の複数の載荷板44を配設することは、
第8図に示した従来の破砕装置24と同様である。
A sealing member 36 that allows pressurized fluid to be supplied inside is integrally fixed to both ends of this cylindrical body, and one end is attached to a circumferential protrusion of the sealing member. A cylindrical caulking fitting 38 having an engageable flange portion is used to press the cylindrical member 38 to form an elastic expansion body 40 configured to prevent separation of the cylindrical body and the sealing member 36 . Then, this elastic expansion body 40 is housed in a hollow portion of a hollow sleeve 42 made of rubber or rubber-like elastic material such as NR or SBR, and whose perspective view is shown in FIG. 2(a) or (b). Arranging a plurality of arcuate or crescent-shaped loading plates 44 having high rigidity and preferably excellent wear resistance on the outer periphery is as follows:
This is similar to the conventional crushing device 24 shown in FIG.

更に、本実施例にあっては、中央部に、弾性膨張体40
の封止部材36の突出部の貫通を許容する孔48が形成
され、スリーブの横断面形状にほぼ等しい断面形状を有
する係止板46を、弾性膨張体40の両端部にそれぞれ
配設する。これら係止板46は、その周方向に、本実施
例では、相互にほぼ90°離間してその半径方向内方に
延在させてめねじ部50が形成されている。
Furthermore, in this embodiment, an elastic expansion body 40 is provided in the central part.
A hole 48 is formed to allow the protrusion of the sealing member 36 to pass through, and locking plates 46 having a cross-sectional shape approximately equal to the cross-sectional shape of the sleeve are disposed at both ends of the elastic expansion body 40, respectively. These locking plates 46 have female threaded portions 50 formed in the circumferential direction thereof, in this embodiment, spaced apart from each other by approximately 90 degrees and extending inward in the radial direction.

一方、本実施例にあっては断面形状を三日月形状とした
4個の載荷板44の両端部を軸線方向にそれぞれ延長す
ると共に、係止板46のめねじ部50の対応する位置に
貫通孔52をそれぞれ形成する。この貫通孔52の直径
は、係止板46のめねじ部50の谷径よりも少なくとも
大きくするものとする。
On the other hand, in this embodiment, both ends of the four loading plates 44 each having a crescent-shaped cross section are extended in the axial direction, and through holes are provided at positions corresponding to the female threaded portions 50 of the locking plate 46. 52 respectively. The diameter of this through hole 52 is at least larger than the root diameter of the female threaded portion 50 of the locking plate 46.

そして、係止ボルト54a及び54bを、載荷板44を
貫通して係止板46のめねじ部50に螺合する。即ち、
それら係止板46、係止ボルトは、載荷板44に協働し
て、弾性膨張体40及び載荷板44の軸線方向への実質
的な運動を拘束する一方、載荷板44の破砕装置外方へ
の運動を許容する拘束手段を形成する。
Then, the locking bolts 54a and 54b are passed through the loading plate 44 and screwed into the female threaded portion 50 of the locking plate 46. That is,
These locking plates 46 and locking bolts cooperate with the loading plate 44 to restrain substantial movement of the elastic expansion body 40 and the loading plate 44 in the axial direction, while also preventing the loading plate 44 from moving outside the crushing device. form a restraining means that allows movement to.

ここで、岩盤等の被破砕物に予め形成した掘削孔に挿入
される側に位置する係止板46に螺着する係止ボルト5
4bは、弾性膨張体40が膨張する以前にあって、その
螺着状態において、その頭部が載荷板44の外表面から
僅かに突出するか、その表面にほぼ等しい高さとなるよ
う選択することにより、被破砕物に予め形成した掘削孔
への挿入を一層容易なものとすることができ、一方、被
破砕物外部側に位置する係止ボルトは、その頭部をボル
ト径寸法より大きくすることにより、載荷板44が弾性
膨張体40を収納したスリーブ42から外れるのを防ぐ
ことができる。
Here, a locking bolt 5 is screwed onto a locking plate 46 located on the side to be inserted into a pre-formed excavation hole in an object to be crushed such as bedrock.
4b should be selected so that its head slightly protrudes from the outer surface of the loading plate 44 or has a height almost equal to the surface in the screwed state before the elastic expandable body 40 is expanded. This makes it easier to insert the bolt into the excavated hole pre-formed in the object to be crushed.On the other hand, the head of the locking bolt located on the outside of the object to be crushed is made larger than the diameter of the bolt. This can prevent the loading plate 44 from coming off the sleeve 42 housing the elastic expansion body 40.

それ故、破砕作業に際して、弾性膨張体40に加圧流体
を適用すると、弾性膨張体40は、その両端部に配設し
た係止板及び載荷板を貫通して係止板に螺合する係止ボ
ルトを具える拘束手段により、軸線方向への伸張運動が
拘束される一方、径方向外方の運動が許容されるので、
弾性膨張体を構成する補強層に過度の張力が作用するこ
とがなく、載荷板は、弾性膨張体の膨張に連れて被破砕
物を押圧することとなり、加圧流体の有するエネルギー
を効率良く破砕作業に供することができる。
Therefore, when pressurized fluid is applied to the elastic expandable body 40 during crushing work, the elastic expandable body 40 penetrates through the locking plate and the loading plate disposed at both ends of the elastic expandable body 40, and the elastic expandable body 40 penetrates the locking plate and the loading plate disposed at both ends of the elastic body 40, and the elastic body 40 penetrates the locking plate and the loading plate disposed at both ends of the elastic expandable body 40. The restraining means comprising the stop bolt restrains the extensional movement in the axial direction while allowing the outward movement in the radial direction.
Excessive tension does not act on the reinforcing layer that constitutes the elastic expansion body, and the loading plate presses the object to be crushed as the elastic expansion body expands, allowing the energy of the pressurized fluid to be used to efficiently crush the object. It can be used for work.

なお、第1図に示す破砕装置単体で破砕作業を行う場合
にあっては、通例、被破砕物の掘削孔側に位置する封止
部材36を閉止して、弾性膨張体内部に加圧流体を閉じ
込め得るよう構成することは勿論であるが、本発明装置
にあっては、加圧流体を適用した状態にあっても、弾性
膨張体が、実質的にその軸線方向に伸張することがない
から、複数個の破砕装置を直列に接続して用いても良く
、また、装置搬送時又は装着時に、係止ポルl−54b
側において載荷板44がスリーブ42から外れるのを防
止するため、載荷板44及びスリーブ42を適当な接着
剤を用いて接着するか、載荷板44に粘着テープを巻回
して一体的に止めることが好ましい。
In addition, when crushing work is carried out using the crushing apparatus shown in FIG. Of course, in the device of the present invention, even when pressurized fluid is applied, the elastic expandable body does not substantially expand in its axial direction. Therefore, a plurality of crushing devices may be connected in series, and when the device is transported or installed, the locking port l-54b
In order to prevent the loading plate 44 from coming off the sleeve 42 on the side, the loading plate 44 and the sleeve 42 can be glued together using a suitable adhesive, or adhesive tape can be wrapped around the loading plate 44 to fix them together. preferable.

第3図は、スリーブ42が、第2図(b)に示したよう
に、その外周に軸線方向に延在すると共に、周方向に相
互に離間する突条を有する略円筒形状である点、また、
載荷板44の断面形状が円弧形状である点を除いて、第
1図に示した破砕装置と、実質的に同等な構成をしてい
るので、その構成及び作用については説明を省略する。
FIG. 3 shows that, as shown in FIG. 2(b), the sleeve 42 has a substantially cylindrical shape with protrusions extending in the axial direction on its outer periphery and spaced apart from each other in the circumferential direction; Also,
Except for the fact that the cross-sectional shape of the loading plate 44 is arcuate, it has substantially the same structure as the crushing device shown in FIG. 1, so a description of its structure and operation will be omitted.

これに対し、第4図に示す他の実施例にあっては、被破
砕物に予め形成した掘削孔に挿入される側に位置し、略
円筒形状をしたスリーブ42に対応する円板形状の係止
板56を、弾性膨張体40の端部に配設することは、第
3図に示した実施例同様であるが、係止ボルト54bに
代わって、当該係止板の側に位置する各載荷板44の延
長端部に、係止板56の半径方向内方に延在させて係止
ピン58をそれぞれ固着した構造をしている。
On the other hand, in the other embodiment shown in FIG. The arrangement of the locking plate 56 at the end of the elastic expansion body 40 is similar to the embodiment shown in FIG. 3, but instead of the locking bolt 54b, it is located on the side of the locking plate. A locking pin 58 is fixed to the extended end of each loading plate 44 so as to extend inward in the radial direction of the locking plate 56.

この実施例にあっても、弾性膨張体40は、係止板46
.56、そしてそれら係止板に協働する係止ポル)54
a及び係止ピン58により、その軸線方向への運動が拘
束される一方、その膨径に伴う載荷板44の半径方向外
方への運動は、係止ポルt−54a並びに係止板56に
沿う係止ピン58に案内されることになるので、第1図
又は第3図示した実施例と同様な作用をなす。
Also in this embodiment, the elastic expansion body 40 is connected to the locking plate 46.
.. 56, and locking poles cooperating with those locking plates) 54
While the movement in the axial direction of the loading plate 44 is restrained by the locking port t-54a and the locking pin 58, the outward movement of the loading plate 44 in the radial direction due to its expanded diameter is restricted by the locking port t-54a and the locking plate 56. Since it is guided by the locking pin 58 along the line, it has the same effect as the embodiment shown in FIG. 1 or 3.

一方、第5図に示す別の実施例にあっては、弾性膨張体
40を収納したスリーブ42の外周に配設され、円筒の
一部をなす円弧断面形状のそれぞれの載荷板44の一端
に、その半径方向内方に突出させて保合片60を形成し
、それら保合片60を弾性膨張体40及びそれを収納し
たスリーブ42の一端に対向させて配置したものであり
、それら保合片は、スリーブ42を介して離間する載荷
板44に関係する係止ポルt−54a及び係止板46に
協働して、弾性膨張体40の軸線方向への運動を拘束す
るとともに、載荷板44の半径方向外方への運動を許容
する拘束手段を構成する。
On the other hand, in another example shown in FIG. , a retaining piece 60 is formed by protruding inward in the radial direction, and the retaining piece 60 is arranged to face the elastic expansion body 40 and one end of the sleeve 42 housing it, and the retaining piece 60 The piece cooperates with a locking port T-54a and a locking plate 46 associated with the loading plate 44 spaced apart via the sleeve 42 to restrain the movement of the elastic expansion body 40 in the axial direction, and the loading plate 44 constitutes a restraining means for permitting radial outward movement.

即ち、加圧流体が適用された弾性膨張体40の軸線方向
への運動は、その両端部にそれぞれ位置する係止板46
及び載荷板44の係合片60により拘束され、膨径変形
のみ許容されることとなる。それゆえ、載荷板44は、
係止板46に螺着した係止ボルト54a及びスリーブの
端面に沿って相対的に運動する係合片60に沿って運動
することとなり、弾性膨張体40を構成する補強N32
に過大な張力が作用することがなく、補強層の破断、更
には、封止部材及びかしめ金具を含む破断部分が、外方
に急に飛び出して作業者並びに周辺に配置された機器を
破損することもない。
That is, the movement of the elastic expandable body 40 in the axial direction to which the pressurized fluid is applied is controlled by the locking plates 46 located at both ends thereof.
It is restrained by the engaging piece 60 of the loading plate 44, and only expansion and diameter deformation is allowed. Therefore, the loading plate 44 is
It moves along the locking bolt 54a screwed onto the locking plate 46 and the engagement piece 60 that moves relatively along the end surface of the sleeve, and the reinforcement N32 forming the elastic expansion body 40 moves.
without excessive tension being applied to the reinforcing layer, and furthermore, the broken part including the sealing member and caulking metal fittings could suddenly fly outward and damage the worker and surrounding equipment. Not at all.

これに対し、第6図に示す本発明の更に別な実施例にあ
っては、岩盤等に形成された穿孔部の終端側に位置する
拘束手段を不要としたものである。
On the other hand, in yet another embodiment of the present invention shown in FIG. 6, the restraining means located at the terminal end of the perforation formed in the rock mass or the like is not required.

これは、通例、当該穿孔部は、破砕装置の形状寸法にほ
ぼ対応して形成されるので、挿入された装置の端部が岩
盤に対向して位置することとなり、弾性膨張体40に加
圧流体を適用すると、その軸線方向への一方への伸張が
、岩盤により拘束されるからであり、このような構成と
すくことにより、部品数及び製造工程数を低減すること
ができる。
This is because the perforation is usually formed to correspond approximately to the shape and dimensions of the crushing device, so the end of the inserted device will be located facing the rock, and the elastic expansion body 40 will be pressurized. This is because when a fluid is applied, its extension in one direction in the axial direction is restrained by the rock, and by adopting such a configuration, the number of parts and manufacturing steps can be reduced.

また、第7図に示す他の実施例にあっては、弾性膨張体
40への加圧流体の適用に伴って、その半径方向外方に
偏移する載荷板44の偏移量を規定すべく、係止板46
に一体的に螺着された係止ボルト54aの頭部と、載荷
板44との間に、係止ポル)54aの頭部直径より幅広
としたストッパーリング62を配設したものであり、ス
トッパーリング62の内周面と、弾性膨張体40への加
圧流体適用前の載荷板44との間隔は、係止ポル)54
aの寸法、いわゆる首下長さを変更することにより、調
整することができる。
Further, in another embodiment shown in FIG. 7, the amount of deviation of the loading plate 44 that is radially outwardly shifted as pressurized fluid is applied to the elastic expander 40 is defined. The locking plate 46
A stopper ring 62, which is wider than the head diameter of the locking bolt 54a, is disposed between the head of the locking bolt 54a, which is integrally screwed into the locking bolt 54a, and the loading plate 44. The distance between the inner circumferential surface of the ring 62 and the loading plate 44 before pressurized fluid is applied to the elastic expander 40 is determined by the locking pole 54.
It can be adjusted by changing the dimension a, the so-called length under the neck.

この実施例の破砕装置によれば、載荷板44のそれぞれ
の端部に形成される係止ポル)54aが貫通する貫通孔
を比較的大きく形成し得るので、貫通孔の位置及び形状
寸法に対する要求を低く設定することができると共に、
載荷板との接触面積を大きく取ることができ、載荷板4
4及び係止ボルト54aの局部的な接触を抑制し、より
確実に載荷板の運動を拘束することができる。また、ス
トッパーリング62は、環状形状をしているので、それ
自身載荷Fi44の外方への運動を拘束し得るものであ
り、例え、過大の加圧流体が弾性膨張体40に適用され
たとしても、係止ボルト54aに協働して載荷板44の
運動を確実に拘束するので、係止ボルトが破損すること
がない。
According to the crushing device of this embodiment, the through holes through which the locking holes 54a formed at each end of the loading plate 44 pass can be formed relatively large, so that requirements regarding the position and shape of the through holes can be formed. can be set low, and
The contact area with the loading plate can be increased, and the loading plate 4
4 and the locking bolt 54a, and the movement of the loading plate can be restrained more reliably. Further, since the stopper ring 62 has an annular shape, it can itself restrict the outward movement of the loaded Fi 44, and even if an excessively pressurized fluid is applied to the elastic expansion body 40, Since the movement of the loading plate 44 is reliably restrained in cooperation with the locking bolt 54a, the locking bolt will not be damaged.

(発明の効果) かくして、本発明によれば、軽量で、加圧流体の有する
エネルギーを効率良く機械的な運動に変換することがで
きるという、エアーバッグタイヤの弾性膨張体の特徴を
損なうことなく、破砕作業を行うことができる。しかも
、弾性膨張体を構成する補強層には、過度の張力が作用
することがないので、補強層の損傷、更には、その破損
に起因する種々の問題のない破砕装置を提供することが
できる。
(Effects of the Invention) Thus, according to the present invention, the elastic inflatable body of the airbag tire has the characteristics of being lightweight and capable of efficiently converting the energy of the pressurized fluid into mechanical motion. , can perform crushing work. Furthermore, since excessive tension is not applied to the reinforcing layer constituting the elastic expansion body, it is possible to provide a crushing device that is free from damage to the reinforcing layer and various problems caused by such damage. .

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

第1図(a)は、本発明の好適な実施例の縦断面図、第
1図(b)及び(C)は、第1図(a)に示す装置のそ
れぞれの側面図、 第2図は、第1図に示す装置に適用し得るスリーブを示
す斜視図、 第3図〜第7図は、本発明の好適な別の実施例をそれぞ
れ示す縦断面図及びその側面図、そして、第8図は、従
来の破砕装置を示す縦断面図及びその側面図である。 10.30−・・内面ゴム層  12.3214.34
・・・外面ゴム層  16.36・18.4(1−−・
弾性膨張体  20.4222.44・・・載荷板  
  26.3846・・・係止板     48−孔 50−めねじ部    52−貫通孔 54a、 54b−−係止ボルト 58−係止ピン60
−係合片      62− ストッパーリング補強層 封止部材 スリーブ かしめ金具 (、a)
1(a) is a longitudinal sectional view of a preferred embodiment of the present invention; FIGS. 1(b) and (C) are respective side views of the apparatus shown in FIG. 1(a); FIG. 1 is a perspective view showing a sleeve that can be applied to the device shown in FIG. FIG. 8 is a vertical sectional view and a side view of a conventional crushing device. 10.30--Inner rubber layer 12.3214.34
...Outer rubber layer 16.36・18.4 (1--・
Elastic expansion body 20.4222.44... Loading plate
26.3846... Locking plate 48-hole 50-female thread portion 52-through hole 54a, 54b--locking bolt 58-locking pin 60
- Engaging piece 62 - Stopper ring reinforcing layer sealing member sleeve crimping fitting (,a)

Claims (1)

【特許請求の範囲】 1、有機又は無機質の高張力繊維を編組んだ補強層、補
強層が埋設されたゴム又はゴム状弾性材料よりなる管状
体、そして管状体の両端部を封止し、少なくとも片側で
管状体内部への加圧流体の給徘を許容する封止部材を有
し、加圧流体の適用に際して膨径変形する弾性膨張体と
; 弾性膨張体を収納する中空のゴム又はゴム 状弾性材料よりなるスリーブと; スリーブの外周にその軸線に沿って配設さ れた複数の載荷板と; それら載荷板に協働し、少なくともその片 側で、載荷板の弾性膨張体の半径方向外方への運動を許
容すると共に、弾性膨張体の軸線方向への伸張を拘束す
る拘束手段と; を具えてなることを特徴とする破砕装置。
[Scope of Claims] 1. A reinforcing layer made of braided organic or inorganic high-tensile fibers, a tubular body made of rubber or rubber-like elastic material in which the reinforcing layer is embedded, and both ends of the tubular body are sealed; an elastic expandable body that has a sealing member that allows pressurized fluid to be supplied into the tubular body on at least one side and expands and deforms when pressurized fluid is applied; a hollow rubber or rubber that accommodates the elastic expandable body; a sleeve made of a shaped elastic material; a plurality of loading plates disposed on the outer periphery of the sleeve along its axis; 1. A crushing device comprising: restraining means for allowing movement in the direction and restraining expansion of the elastic expansion body in the axial direction.
JP1320665A 1989-12-12 1989-12-12 Crushing equipment Expired - Lifetime JP2578227B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1320665A JP2578227B2 (en) 1989-12-12 1989-12-12 Crushing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1320665A JP2578227B2 (en) 1989-12-12 1989-12-12 Crushing equipment

Publications (2)

Publication Number Publication Date
JPH03183894A true JPH03183894A (en) 1991-08-09
JP2578227B2 JP2578227B2 (en) 1997-02-05

Family

ID=18123958

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1320665A Expired - Lifetime JP2578227B2 (en) 1989-12-12 1989-12-12 Crushing equipment

Country Status (1)

Country Link
JP (1) JP2578227B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101014782B1 (en) * 2010-07-19 2011-02-14 주식회사 디에스21 In-line crusher

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6229698A (en) * 1985-07-31 1987-02-07 住友精密工業株式会社 Crusher

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6229698A (en) * 1985-07-31 1987-02-07 住友精密工業株式会社 Crusher

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101014782B1 (en) * 2010-07-19 2011-02-14 주식회사 디에스21 In-line crusher

Also Published As

Publication number Publication date
JP2578227B2 (en) 1997-02-05

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