JPH07308597A - Method for crushing material to be crushed - Google Patents
Method for crushing material to be crushedInfo
- Publication number
- JPH07308597A JPH07308597A JP13098594A JP13098594A JPH07308597A JP H07308597 A JPH07308597 A JP H07308597A JP 13098594 A JP13098594 A JP 13098594A JP 13098594 A JP13098594 A JP 13098594A JP H07308597 A JPH07308597 A JP H07308597A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- crushed
- bolt
- resin
- injection
- 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
Links
Landscapes
- Disintegrating Or Milling (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は岩盤やコンクリート等を
破砕する被破砕物の破砕方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a crushing method for crushing rocks, concrete and the like.
【0002】[0002]
【従来の技術】岩盤やコンクリート等の破砕や掘削に
は、従来では、主としてダイナマイド等の爆薬が用いら
れている。2. Description of the Related Art Explosives such as dynamite have been mainly used in the past for crushing or excavating rock or concrete.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、爆薬を
用いた破砕方法では、大きな爆発音が生じる不具合があ
り、また、爆薬の取り扱い時のみならず、爆発時に破片
が飛散するため爆発時にも危険性を伴う問題があった。
本発明は前記事情に鑑み案出されたものであって、本発
明の目的は、大きな爆発音を生じることなく、また、何
ら危険性を伴うことなく岩盤やコンクリート等の被破砕
物を破砕できる破砕方法を提供することにある。However, in the crushing method using explosives, there is a problem that a large explosion sound occurs, and there is a danger not only when handling explosives but also when exploding because fragments are scattered during the explosion. There was a problem with.
The present invention has been devised in view of the above circumstances, and an object of the present invention is to crush objects to be crushed, such as bedrock and concrete, without causing a large explosion sound and without any danger. It is to provide a crushing method.
【0004】[0004]
【課題を解決するための手段】前記目的を達成するた
め、本発明は、被破砕物に孔を開け、前記孔に未発泡の
発泡性樹脂を充填し、前記孔内で前記発泡性樹脂を発泡
させることで被破砕物を破砕するようにしたことを特徴
とする。また、本発明は、前記未発泡の発泡性樹脂が、
発泡促進剤と共に前記孔内に充填されることを特徴とす
る。また、本発明は、前記孔は所定の深さで開けられ、
前記孔内に、該孔の深さ方向に沿って延在し、外周面に
複数の注入孔が形成された中空状の注入ボルトが挿入さ
れ、前記発泡性樹脂は、前記孔の入り口と注入ボルトの
基部との間を閉塞した状態で、注入ボルトの内部通路か
ら注入孔を経て注入ボルトと孔との間の環状の空間に供
給されることで孔に充填され、注入ボルトが孔に挿入さ
れた状態で発泡性樹脂の発泡が行なわれることを特徴と
する。In order to achieve the above object, the present invention provides a hole in a crushed object, fills the hole with an unfoamed expandable resin, and fills the expandable resin in the hole. It is characterized in that the object to be crushed is crushed by foaming. Further, the present invention, the unfoamed foamable resin,
It is characterized in that it is filled in the hole together with a foaming accelerator. Further, in the present invention, the hole is opened at a predetermined depth,
A hollow injection bolt, which extends along the depth direction of the hole and has a plurality of injection holes formed on the outer peripheral surface thereof, is inserted into the hole, and the foamable resin is injected at the inlet of the hole. While the space between the bolt and the base is closed, it is filled from the internal passage of the injection bolt through the injection hole into the annular space between the injection bolt and the hole, and the injection bolt is inserted into the hole. It is characterized in that the foamable resin is foamed in the above state.
【0005】[0005]
【作用】発泡性樹脂の発泡時、その体積が膨張する際に
生じる力が被破砕物の孔の内周壁に作用し、被破砕物が
破砕される。FUNCTION The force generated when the volume of the expandable resin expands acts on the inner peripheral wall of the hole of the crushable object, and the crushable object is crushed.
【0006】[0006]
【実施例】以下、岩盤の破砕に本発明を適用した実施例
について図1乃至図4を参照しつつ説明する。まず、図
1に示すように、削岩機1のロッド3を回転駆動し、ロ
ッド3先端のカッター5により岩盤7に所定の深さの孔
9を開ける。次に、図2に示すように、この孔9に注入
ボルト11を挿入し、孔9の入り口9Aと注入ボルト1
1の基部11Aとの間を、例えば、モルタルコンポや特
殊接合剤(商品名:エスロンドレンタイト)等のシール
材12で閉塞する。前記注入ボルト11は中空状でその
内部に通路1101が形成され、外周面にはこの通路1
101に連通する多数の孔1103が形成されている。
尚、岩盤7に掘削される孔9の内径は、注入ボルト11
の外側に発泡性樹脂充填用の環状の空間部13が画成さ
れる大きさで形成する。EXAMPLES Examples in which the present invention is applied to the crushing of rocks will be described below with reference to FIGS. 1 to 4. First, as shown in FIG. 1, the rod 3 of the rock drill 1 is rotationally driven, and a hole 5 having a predetermined depth is formed in the rock 7 by the cutter 5 at the tip of the rod 3. Next, as shown in FIG. 2, the injection bolt 11 is inserted into the hole 9 so that the inlet 9A of the hole 9 and the injection bolt 1
The space between the first base portion 11A and the base portion 11A is closed with a sealing material 12 such as a mortar component or a special bonding agent (trade name: Eslon drainite). The injection bolt 11 is hollow and has a passage 1101 formed therein.
A large number of holes 1103 communicating with 101 are formed.
The inner diameter of the hole 9 to be excavated in the bedrock 7 is
An annular space 13 for filling the foamable resin is formed on the outer side of the above so as to have a size.
【0007】次に、図3に示すように、注入ボルト11
の基端に逆止弁15を連結し、この逆止弁15にミキシ
ングユニット17を連結する。ミキシングユニット17
は二本のデリバリホース19,21と、これらデリバリ
ホース19,21が連結されるTジョイント23を備
え、一方のデリバリホース19からは未発泡の発泡性樹
脂が供給され、他方のデリバリホース21からは発泡促
進剤が供給され、Tジョイント23内で混合されて逆止
弁15、注入ボルト11の通路1101、孔1103を
経て発泡性樹脂25が未発泡状態で前記環状の空間部1
3に充填される。発泡性樹脂25としては、発泡ウレタ
ンや、発泡ゴム等が用いられ、発泡促進剤としては、ポ
リオール類やプレポリマー等が用いられ、発泡促進剤の
混合比率により発泡性樹脂25が発泡を開始するまでの
時間が調節される。Next, as shown in FIG.
The check valve 15 is connected to the base end of the, and the mixing unit 17 is connected to the check valve 15. Mixing unit 17
Is equipped with two delivery hoses 19 and 21 and a T joint 23 to which these delivery hoses 19 and 21 are connected. Is supplied with a foaming accelerator, is mixed in the T joint 23, and passes through the check valve 15, the passage 1101 of the injection bolt 11, the hole 1103, and the foaming resin 25 is in a non-foaming state.
3 is filled. Urethane foam, rubber foam or the like is used as the foaming resin 25, polyols or prepolymers are used as the foaming accelerator, and the foaming resin 25 starts foaming depending on the mixing ratio of the foaming accelerator. Until the time is adjusted.
【0008】そして、空間部13に充填された未発泡状
態の発泡性樹脂25は、所定の時間経過した後、発泡
し、その体積が膨張しようとする。この体積膨張時、そ
の圧力が孔9の内周壁に対して該孔9の径方向外方に作
用する。これにより、図4に示すように、岩盤7には孔
9の内周壁から孔9の径方向外方に向けてひびや亀裂が
生じ、岩盤7は破砕される。The unfoamed foaming resin 25 filled in the space 13 is foamed after a lapse of a predetermined time, and its volume tends to expand. At the time of this volume expansion, the pressure acts on the inner peripheral wall of the hole 9 radially outward of the hole 9. As a result, as shown in FIG. 4, the bedrock 7 is cracked or cracked from the inner peripheral wall of the hole 9 toward the outside in the radial direction of the hole 9, and the bedrock 7 is crushed.
【0009】本実施例によれば、岩盤7に孔9を開け、
孔9に未発泡状態の発泡性樹脂25を充填し、孔9内で
発泡させ、発泡性樹脂25の体積が膨張する際に生じる
力を利用して岩盤7を破砕するようにしたので、従来の
爆薬を用いた破砕方法のように大きな爆発音を生じるこ
ともなく、確実に岩盤7を破砕できる。また、爆薬が爆
発することもないので危険を伴わずに簡単に取り扱え、
また、破砕時に破片が飛散することもなく、破砕作業の
安全性の面でも有利となる。According to this embodiment, a hole 9 is made in the bedrock 7,
Since the hole 9 is filled with the foaming resin 25 in an unfoamed state, foamed in the hole 9 and the force generated when the volume of the foaming resin 25 expands is used to crush the bedrock 7, It is possible to crush the bedrock 7 without causing a large explosion sound unlike the crushing method using the explosive. In addition, since explosives do not explode, they can be handled easily without danger,
In addition, fragments are not scattered during crushing, which is advantageous in terms of safety of crushing work.
【0010】また、実施例では、孔9内に注入ボルト1
1を延在させた状態で、発泡性樹脂25を発泡させるよ
うにしたので、発泡性樹脂25の体積膨張時に生じる力
を、注入ボルト11により効率的に孔9の径方向外方に
向けることができ、岩盤7を破砕する上で有利となる。Further, in the embodiment, the injection bolt 1 is inserted in the hole 9.
Since the expandable resin 25 is foamed in the state in which 1 is extended, the force generated when the expandable resin 25 expands in volume is efficiently directed to the outside of the hole 9 in the radial direction by the injection bolt 11. This is advantageous for crushing the bedrock 7.
【0011】[0011]
【発明の効果】以上の説明で明らかなように、本発明
は、被破砕物に孔を開け、前記孔に未発泡の発泡性樹脂
を充填し、前記孔内で発泡性樹脂を発泡させることで被
破砕物を破砕するようにしたので、大きな爆発音を生じ
ることなく、また、何ら危険性を伴うことなく岩盤やコ
ンクリート等の被破砕物を破砕することが可能となる。As is apparent from the above description, according to the present invention, the object to be crushed is provided with a hole, the hole is filled with an unfoamed expandable resin, and the expandable resin is foamed in the hole. Since the object to be crushed is crushed by, it is possible to crush the object to be crushed, such as bedrock and concrete, without causing a large explosion sound and without any danger.
【図1】削岩機により岩盤に孔を開ける説明図である。FIG. 1 is an explanatory diagram of making a hole in rock by a rock drill.
【図2】岩盤の孔に注入ボルトを挿入する説明図であ
る。FIG. 2 is an explanatory diagram of inserting an injection bolt into a hole of rock.
【図3】岩盤の孔に注入ボルトから発泡性樹脂を充填す
る説明図である。FIG. 3 is an explanatory view of filling a hole of a rock bed with a foaming resin from an injection bolt.
【図4】発泡性樹脂の発泡により岩盤が破砕される説明
図である。FIG. 4 is an explanatory diagram in which the rock mass is crushed by the foaming of the expandable resin.
7 岩盤 9 孔 11 注入ボルト 12 シール材 13 空間部 17 ミキシングユニット 25 発泡性樹脂 7 Rock 9 Hole 11 Injection Bolt 12 Sealing Material 13 Space 17 Mixing Unit 25 Foaming Resin
Claims (3)
を破砕するようにした、 ことを特徴とする被破砕物の破砕方法。1. A crushed object is crushed by forming a hole in the crushed object, filling the hole with an unfoamed expandable resin, and foaming the expandable resin in the hole. A method for crushing an object to be crushed.
と共に前記孔内に充填される請求項1記載の被破砕物の
破砕方法。2. The method for crushing an object to be crushed according to claim 1, wherein the unfoamed foamable resin is filled in the holes together with a foaming accelerator.
内に、該孔の深さ方向に沿って延在し、外周面に複数の
注入孔が形成された中空状の注入ボルトが挿入され、前
記発泡性樹脂は、前記孔の入り口と注入ボルトの基部と
の間を閉塞した状態で、注入ボルトの内部通路から注入
孔を経て注入ボルトと孔との間の環状の空間に供給され
ることで孔に充填され、注入ボルトが孔に挿入された状
態で発泡性樹脂の発泡が行なわれる請求項1または2記
載の被破砕物の破砕方法。3. A hollow injection bolt having a predetermined depth formed in the hole, extending in the depth direction of the hole, and having a plurality of injection holes formed on an outer peripheral surface thereof. The foamable resin is inserted into the annular space between the injection bolt and the hole through the injection hole from the internal passage of the injection bolt in a state in which the foam resin is closed between the inlet of the hole and the base of the injection bolt. The method for crushing an object to be crushed according to claim 1 or 2, wherein the foamable resin is foamed by being supplied to fill the hole and the injection bolt being inserted into the hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13098594A JPH07308597A (en) | 1994-05-20 | 1994-05-20 | Method for crushing material to be crushed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13098594A JPH07308597A (en) | 1994-05-20 | 1994-05-20 | Method for crushing material to be crushed |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07308597A true JPH07308597A (en) | 1995-11-28 |
Family
ID=15047228
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13098594A Pending JPH07308597A (en) | 1994-05-20 | 1994-05-20 | Method for crushing material to be crushed |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07308597A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010275722A (en) * | 2009-05-27 | 2010-12-09 | Hitachi Zosen Corp | Destruction method |
-
1994
- 1994-05-20 JP JP13098594A patent/JPH07308597A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010275722A (en) * | 2009-05-27 | 2010-12-09 | Hitachi Zosen Corp | Destruction method |
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