JPS61146355A - Breaking construction method and apparatus - Google Patents

Breaking construction method and apparatus

Info

Publication number
JPS61146355A
JPS61146355A JP26858184A JP26858184A JPS61146355A JP S61146355 A JPS61146355 A JP S61146355A JP 26858184 A JP26858184 A JP 26858184A JP 26858184 A JP26858184 A JP 26858184A JP S61146355 A JPS61146355 A JP S61146355A
Authority
JP
Japan
Prior art keywords
carbon dioxide
crushing
activator
filling tube
crushed
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
JP26858184A
Other languages
Japanese (ja)
Other versions
JPS6352943B2 (en
Inventor
鈴木 照雪
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.)
Marushin Co Ltd
Original Assignee
Marushin 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 Marushin Co Ltd filed Critical Marushin Co Ltd
Priority to JP26858184A priority Critical patent/JPS61146355A/en
Publication of JPS61146355A publication Critical patent/JPS61146355A/en
Publication of JPS6352943B2 publication Critical patent/JPS6352943B2/ja
Granted legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Disintegrating Or Milling (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈産業上の利用分舒〉 本発明は、二酸化炭素を使って、岩石やコンクリート等
を破壊する工法及び装置に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application> The present invention relates to a construction method and apparatus for destroying rocks, concrete, etc. using carbon dioxide.

〈従来の技術と問題点〉 石炭その他の地下資源の探局やトンネルの掘削あるいは
その他の作業における岩石、コンクリート等の破壊作業
には、従来より、掘削機械や爆薬が使用されている。
<Prior Art and Problems> Excavation machines and explosives have conventionally been used to destroy rocks, concrete, etc. in exploration for coal and other underground resources, excavation of tunnels, and other operations.

しかし、採掘対象物を坑外へ搬出する場合などには、採
掘対象物はあまり細かくなっていない方がよいのである
が、掘削機械による掘削では晴削物が細かくなりすぎて
しまうという欠点がある。又、爆薬による方法では、危
険性があり騒音も発生することから使用場所が限定され
てしまうという欠点がある。
However, when carrying the material out of the mine, it is better if the material is not too finely cut, but when excavating with an excavating machine, the material becomes too fine. . In addition, the method using explosives is dangerous and generates noise, so it has the disadvantage that the places where it can be used are limited.

そこで、爆薬を使用しない新しい破壊あるいは掘削の方
法の開発が進められ、今までにいくつか無発破工法が開
発されているが、その中で、最も効果的なものとして、
静的破砕剤と削岩機及びブレーカとを併用した工法が知
られている。
Therefore, efforts are being made to develop new methods of destruction or excavation that do not use explosives, and several non-blasting methods have been developed so far, but the most effective one is:
A construction method using a static crushing agent in combination with a rock drill and a breaker is known.

しかし、この工法では、特別な静的破砕剤を使用しなけ
ればならないので、工費が嵩み、又破壊あるいは掘削の
速度も遅いという欠点がある。
However, this construction method requires the use of a special static crushing agent, which has the disadvantage of increasing construction costs and slowing down the speed of destruction or excavation.

く問題点を解決するための手段〉 本発明は上記状況にかんがみてなされたもので、地層、
岩石、コンクリート等の破砕対象部の破砕を特別な破砕
剤を必要とせずに、しかも迅速に行ない得るようにする
ことを目的とする。
Means for Solving the Problems〉 The present invention was made in view of the above-mentioned situation.
The purpose of the present invention is to enable rapid crushing of parts to be crushed such as rocks and concrete without the need for special crushing agents.

上記目的を達成するため、本発明では、破砕すべき地層
、岩石、コンクリート等の破砕対象部に孔を穿設し、該
孔内において液化二酸化炭素を気化させ、体積膨張する
二酸化炭素ガスの圧力により破砕対象部を破砕する工法
を開発し、更にその装置として、ある圧力で破砕する封
止板で先端を封止した充填管内に液化二酸化炭素を充填
し、前記封止板より先端側に二酸化炭素ガスの噴出口を
設ける一方、賦活剤を充填した同体を前記充填管内に装
着し、更に当該賦活剤を発動させる電流の端子を前記充
填管の後部側に設けてなる破砕装置を開発したのである
In order to achieve the above object, in the present invention, a hole is drilled in the target part of the stratum, rock, concrete, etc. to be crushed, liquefied carbon dioxide is vaporized in the hole, and the pressure of the carbon dioxide gas that expands in volume is increased. Developed a method for crushing the target part, and furthermore, as a device, liquefied carbon dioxide is filled in a filling tube whose tip is sealed with a sealing plate that crushes at a certain pressure, and carbon dioxide is added to the tip side of the sealing plate. We have developed a crushing device in which a carbon gas jet port is provided, a body filled with an activator is installed in the filling tube, and a current terminal for activating the activator is provided on the rear side of the filling tube. be.

く実 施 例〉 第1図には本発明の一実施例に係る破砕装置の縦断面を
示し、第2図には放出ヘッドの斜視外観を示し、第3図
には点火ヘッドの破断外観を示す。
Embodiment Fig. 1 shows a longitudinal section of a crushing device according to an embodiment of the present invention, Fig. 2 shows a perspective appearance of a discharge head, and Fig. 3 shows a broken appearance of an ignition head. show.

1は長尺の充填管で、その両端部には段差部2,3を付
けてめねじ部4,5が形成されている。この充填管1は
高圧に耐え得る必要があるので、高強度の材料、例えば
特殊合金鋼などにより作製される。
Reference numeral 1 denotes a long filling tube, and both ends thereof are provided with stepped portions 2 and 3 and female threaded portions 4 and 5 are formed therein. Since the filling tube 1 needs to be able to withstand high pressure, it is made of a high-strength material, such as special alloy steel.

充填管1の先端部には封止板6を介して放出ヘッド7が
取付けられる。封止板6はある圧力で破裂するもので、
例えば軟鋼等で作られる。放出ヘッド7は、本体8と一
対の爪9a。
A discharge head 7 is attached to the tip of the filling tube 1 with a sealing plate 6 interposed therebetween. The sealing plate 6 ruptures under a certain pressure.
For example, it is made of mild steel. The ejection head 7 includes a main body 8 and a pair of claws 9a.

9bとからなっている。本体8にはテーパ面10a、1
0bを有する貫通溝11が形成され、この溝11内に設
けられたピン12によって前記一対の爪9a、9bが側
方に開閉自在に支持されている。爪9a、9bは閉じた
ときには前記テーパ面10a、10bに沿うようになっ
ている。本体8の後部には前記充填’ll’l先端のめ
ねじ部4に螺合するおねじ部13が形成されており、本
体8には、このおねじ部13を貫通し且つ分岐して本体
8側面及びテーパ面10 g、  10 bに開口する
噴出孔14が穿設されている。図中、15が噴出口であ
る。
It consists of 9b. The main body 8 has tapered surfaces 10a, 1
A through groove 11 having a diameter 0b is formed, and a pin 12 provided in this groove 11 supports the pair of claws 9a, 9b so as to be openable and closable laterally. The claws 9a, 9b are arranged along the tapered surfaces 10a, 10b when closed. A male threaded portion 13 is formed at the rear of the main body 8 to be screwed into the female threaded portion 4 at the tip of the filling body 8. Ejection holes 14 are provided that open on the 8 side surfaces and the tapered surfaces 10g and 10b. In the figure, 15 is a spout.

充填管1の後端部には点火ヘッド16が取付けられる。An ignition head 16 is attached to the rear end of the filling tube 1.

点火ヘッド16の本体17の先端部には前記充填管1後
端部のめねじ部5に螺合する筒状のおねじ部18が設け
てあり、この中には賦活剤充填体19の後部が収められ
る。賦活剤充填体19は紙製の筒20内に賦活剤21を
充填してなり、紙筒20には賦活剤21を発動させる電
流を導くヒユーズ(低圧粉末ヒユーズ)22が設けられ
ている。前記賦活剤21は液化二酸化炭素の気化補助剤
であり、例えば、過塩素酸カリウムとヒドロキシ安息香
酸の混合物などが使用される。本体17内にはおねじ部
18側より電極スリーブ23がねじ込まれる。電極スリ
ーブ23は電極z4を有し、この電極24は前記おねじ
部18内に賦活剤充填体19を装着した状態で前記ヒユ
ーズ22と接続される。電極スリーブ23の後方におい
て本体17には電極スリーブ23に接続するコネクタ2
5が設けられている。一方、本体17には前記おねじ部
18内底面から本体17後端面にかけて注入孔26が穿
設され、この注入孔26の本体17後部側にはバルブ2
7が螺着されている。
A cylindrical male threaded part 18 is provided at the tip of the main body 17 of the ignition head 16 and is screwed into the female threaded part 5 at the rear end of the filling tube 1, and the rear part of the activator filling body 19 is inserted into this threaded part 18. can be stored. The activator filling body 19 is made by filling a paper tube 20 with an activator 21, and the paper tube 20 is provided with a fuse (low-pressure powder fuse) 22 for guiding a current to activate the activator 21. The activator 21 is a vaporization aid for liquefied carbon dioxide, and for example, a mixture of potassium perchlorate and hydroxybenzoic acid is used. The electrode sleeve 23 is screwed into the main body 17 from the male threaded portion 18 side. The electrode sleeve 23 has an electrode z4, and this electrode 24 is connected to the fuse 22 with the activator filling body 19 installed in the male threaded portion 18. At the rear of the electrode sleeve 23, the main body 17 has a connector 2 connected to the electrode sleeve 23.
5 is provided. On the other hand, an injection hole 26 is formed in the main body 17 from the inner bottom surface of the male threaded portion 18 to the rear end surface of the main body 17, and a valve 2 is provided on the rear side of the main body 17 of the injection hole 26.
7 is screwed on.

充填管1の先端部に封止板6を介して放出ヘッド7を取
付けると共に、賦活剤充填体19を装備して、充填管1
の後端部に点火ヘッド16を取付けた状態で、バルブ2
7より注入孔26を通して充填管1内に液化二酸化炭素
28が充填される。
A discharge head 7 is attached to the tip of the filling tube 1 via a sealing plate 6, and an activator filling body 19 is installed.
With the ignition head 16 attached to the rear end, open the valve 2.
7, liquefied carbon dioxide 28 is filled into the filling tube 1 through the injection hole 26.

次に、上記構成の破砕装置による地層、岩石、コンクリ
ート等の破砕作用即ち本発明に係る方法の一実施例を第
4〜7図を参照して説明する。尚、ここでは、地中の石
炭層等を破砕する場合を例に挙げる。
Next, the operation of crushing strata, rocks, concrete, etc. by the crushing apparatus having the above configuration, ie, one embodiment of the method according to the present invention, will be described with reference to FIGS. 4 to 7. Note that here, a case where underground coal seams and the like are crushed will be taken as an example.

先ず、破砕装置29の後端部のコネクタ25と外部の電
池とをケーブル30により接続する。一方、破砕対象で
ある地層31には破砕装置29を挿入するための孔32
があけられる。この削孔は在来の回転削孔機等によりな
される。
First, the connector 25 at the rear end of the crushing device 29 and an external battery are connected using the cable 30. On the other hand, a hole 32 for inserting the crushing device 29 is provided in the stratum 31 to be crushed.
can be opened. This drilling is done using a conventional rotary drilling machine or the like.

次に、孔32に破砕装置29を挿入する。Next, the crushing device 29 is inserted into the hole 32.

以上で準備完了であり、上記状態で、ケーブル30より
低圧電流を供給する。低圧電流はコネクタ25、電流ス
リーブ23 、電S24を経てヒユーズ22に流れる。
With the above, preparation is complete, and in the above state, low voltage current is supplied from the cable 30. The low voltage current flows to the fuse 22 via the connector 25, the current sleeve 23, and the current S24.

ヒユーズ22に電流が流れると、賦活剤充填体!9内の
賦活剤21は発動し、液化二酸化炭素28の気化が促さ
れる。
When current flows through the fuse 22, the activator filling body! The activator 21 in the liquefied carbon dioxide 28 is activated, and the vaporization of the liquefied carbon dioxide 28 is promoted.

液化二酸化炭素28の気化が進み、充填管1内の圧力が
ある値に達すると、充填管1先端部の封止板6が破れ、
二酸化炭素ガス(以下炭酸ガス)28aが噴出孔14を
通って噴出口15より第4図に示すように側方へ噴出す
る。炭酸ガス28mが噴出孔14より噴き出るとき、爪
9a、9bは押し広げられ、炭酸ガス28aの噴出によ
り破砕装置29を孔32から押し出そうとする力により
、周囲の地層に喰い込み、破砕装置29が抜は出るのは
防止される。
When the liquefied carbon dioxide 28 continues to vaporize and the pressure inside the filling tube 1 reaches a certain value, the sealing plate 6 at the tip of the filling tube 1 breaks.
Carbon dioxide gas (hereinafter referred to as carbon dioxide gas) 28a passes through the ejection hole 14 and is ejected from the ejection port 15 to the side as shown in FIG. When 28 m of carbon dioxide gas is ejected from the ejection hole 14, the claws 9a and 9b are pushed apart, and the force that tries to push the crushing device 29 out of the hole 32 due to the ejection of carbon dioxide gas 28a bites into the surrounding strata and crushes it. Device 29 is prevented from being removed.

炭酸ガス28aは第5図に示すように、地層31の弱練
に沿って侵入し、ついには第6図更には第7図に示すよ
うに、地層31を破砕する。得られる破片31aは塊状
をなし、搬出処理には都合のよいものとなる。
As shown in FIG. 5, the carbon dioxide gas 28a penetrates along the weakened strata 31, and finally fractures the strata 31, as shown in FIG. 6 and further on in FIG. 7. The obtained fragments 31a are in the form of a lump, which is convenient for carrying out processing.

使用後の破砕装置29は、封止板6、賦活剤充填体19
を交換し、液化二酸化炭素28を充填することにより繰
り返し、使用される。
The crushing device 29 after use includes the sealing plate 6 and the activator filling body 19.
It is used repeatedly by replacing it with liquefied carbon dioxide 28 and filling it with liquefied carbon dioxide 28.

尚、地層その他の破砕対象物の破砕に必要なガス体積は
充填管1の容量によって対応することができ、又、ガス
の放出圧力は封止板6の厚さ、材質等を変えることによ
り正確に調節可能である。
The gas volume required for crushing strata and other objects to be crushed can be adjusted by the capacity of the filling tube 1, and the gas release pressure can be adjusted accurately by changing the thickness, material, etc. of the sealing plate 6. It is adjustable.

本発明は上記実施例のような地層に限らず岩石やコンク
リートの破砕、各種土木作業に適用可能である。
The present invention is applicable not only to geological formations as in the above embodiments, but also to crushing of rocks and concrete, and various civil engineering works.

〈発明の効果〉 本発明によれば、膨張する炭酸ガスの圧力を利用して、
地層、岩石、コンクリート等を破砕するようにしたので
、安全にしかも迅速に破砕作業が行なえるようになる。
<Effects of the Invention> According to the present invention, by utilizing the pressure of expanding carbon dioxide gas,
Since strata, rocks, concrete, etc. are crushed, the crushing work can be carried out safely and quickly.

又、破砕手段は炭酸ガスであるので、コストも低く押え
ることができる。更に、破砕物は塊状のものが得られる
ので、後処理も容易となる。
Moreover, since the crushing means is carbon dioxide gas, the cost can be kept low. Furthermore, since the crushed material can be obtained in the form of lumps, post-processing becomes easy.

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

第1図は本発明の一実施例に係る破砕装置の縦断面図、
第2図は放出ヘッドの斜視外観図、第3図は点火ヘッド
の破断斜視図、第4〜7図は本発明による地層の破砕過
程を示す説明図である。 図面中、 1は充填管、 6は封止板、 7は放出ヘッド) 9a、9bは爪、 15は噴出口、 16は点火ヘッド1 19は賦活剤充填体、 21は賦活剤、 22はヒユーズ、 24は電極、 27はバルブ、 28は液化二酸化炭素、 28aは二酸化炭素ガス、 29は破砕装置、 30はケーブルである。
FIG. 1 is a longitudinal sectional view of a crushing device according to an embodiment of the present invention;
FIG. 2 is a perspective external view of the discharge head, FIG. 3 is a cutaway perspective view of the ignition head, and FIGS. 4 to 7 are explanatory diagrams showing the stratum crushing process according to the present invention. In the drawings, 1 is a filling tube, 6 is a sealing plate, 7 is a discharge head) 9a, 9b are claws, 15 is a spout, 16 is an ignition head 1, 19 is an activator filling body, 21 is an activator, 22 is a fuse , 24 is an electrode, 27 is a valve, 28 is liquefied carbon dioxide, 28a is carbon dioxide gas, 29 is a crushing device, and 30 is a cable.

Claims (2)

【特許請求の範囲】[Claims] (1)破砕すべき地層、岩石、コンクリート等の破砕対
象部に孔を穿設し、該孔内において液化二酸化炭素を気
化させ、体積膨張する二酸化炭素ガスの圧力により破砕
対象部を破砕することを特徴とする破砕工法。
(1) Drilling a hole in the target part of the strata, rock, concrete, etc. to be crushed, vaporizing liquefied carbon dioxide in the hole, and crushing the part to be crushed by the pressure of the volume-expanding carbon dioxide gas. A crushing method characterized by
(2)ある圧力で破砕する封止板で先端を封止した充填
管内に液化二酸化炭素を充填し、前記封止板より先端側
に二酸化炭素ガスの噴出口を設ける一方、賦活剤を充填
した筒体を前記充填管内に装着し、更に当該賦活剤を発
動させる電流の端子を前記充填管の後部側に設けてなる
ことを特徴とする破砕装置。
(2) A filling tube whose tip was sealed with a sealing plate that was crushed under a certain pressure was filled with liquefied carbon dioxide, and while a carbon dioxide gas outlet was provided on the tip side of the sealing plate, an activator was filled. A crushing device characterized in that a cylindrical body is installed in the filling tube, and a current terminal for activating the activator is provided on the rear side of the filling tube.
JP26858184A 1984-12-21 1984-12-21 Breaking construction method and apparatus Granted JPS61146355A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26858184A JPS61146355A (en) 1984-12-21 1984-12-21 Breaking construction method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26858184A JPS61146355A (en) 1984-12-21 1984-12-21 Breaking construction method and apparatus

Publications (2)

Publication Number Publication Date
JPS61146355A true JPS61146355A (en) 1986-07-04
JPS6352943B2 JPS6352943B2 (en) 1988-10-20

Family

ID=17460509

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26858184A Granted JPS61146355A (en) 1984-12-21 1984-12-21 Breaking construction method and apparatus

Country Status (1)

Country Link
JP (1) JPS61146355A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS649632A (en) * 1987-07-01 1989-01-12 Mitsubishi Electric Corp Transfer apparatus of semiconductor devices
WO2022118731A1 (en) * 2020-12-03 2022-06-09 株式会社フジタ Method for fixing carbon dioxide to concrete, and concrete structure including concrete

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4840504A (en) * 1971-09-18 1973-06-14

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4840504A (en) * 1971-09-18 1973-06-14

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS649632A (en) * 1987-07-01 1989-01-12 Mitsubishi Electric Corp Transfer apparatus of semiconductor devices
WO2022118731A1 (en) * 2020-12-03 2022-06-09 株式会社フジタ Method for fixing carbon dioxide to concrete, and concrete structure including concrete

Also Published As

Publication number Publication date
JPS6352943B2 (en) 1988-10-20

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