JPS60123696A - High pressure crushing method of rock using expansible crushing material - Google Patents
High pressure crushing method of rock using expansible crushing materialInfo
- Publication number
- JPS60123696A JPS60123696A JP22838083A JP22838083A JPS60123696A JP S60123696 A JPS60123696 A JP S60123696A JP 22838083 A JP22838083 A JP 22838083A JP 22838083 A JP22838083 A JP 22838083A JP S60123696 A JPS60123696 A JP S60123696A
- Authority
- JP
- Japan
- Prior art keywords
- slurry
- combustion
- reaction
- rock
- quicklime
- 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
- Drilling And Exploitation, And Mining Machines And Methods (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】
最近、水和反応によって生じる膨張圧を利用して岩盤や
コンクリート構造物などを亀裂破砕せしめる膨張破砕材
が多く用いられるようになった。しかし、膨張破砕材を
用いた従来の施工法によると、亀裂発生までに長時間を
要し、発生する膨張圧に限界があるため、膨張破砕材の
使用量も多く、特に岩盤の破砕には膨張圧が不足して、
作業性、経済性に難点があった。本発明はかかる難点を
解決するためになされたもので、以下本発明を図を参照
して詳細に説明する。DETAILED DESCRIPTION OF THE INVENTION Recently, expanding crushing materials that crack and fracture rock, concrete structures, and the like have come into widespread use by utilizing expansion pressure generated by hydration reactions. However, according to the conventional construction method using expanded crushed materials, it takes a long time for cracks to occur and there is a limit to the expansion pressure that can be generated, so a large amount of expanded crushed materials is used, especially for crushing rock. Insufficient inflation pressure
There were difficulties in workability and economy. The present invention has been made to solve these difficulties, and will be described in detail below with reference to the drawings.
岩盤1にあけられた充填孔2の孔尻3に可燃物質と助燃
物質とからなる燃焼カプセル4を装填し、しかるのち、
水和反応によって膨張圧を生じる膨張破砕材(S−マイ
トなと)のスラリー5を充填し、口元6に生石灰のカブ
セルフを水に浸したのち充填する。そうすると、該生石
灰は水相反応によって膨張し、口元を閉塞、止栓として
機能すると共に、水和反応熱によって該カプセル7に近
接するスラリーの水和反応を促進せしめる。該近接スラ
リーの水相反応の急激な高まりによって生じる高温の反
応熱はさらに次に近接するスラリーの反応を促進し、順
次、口元部のスラリーから孔尻に向って反応は進行する
。孔尻におけるスラリーの水相反応によって生じる高圧
(約300に9f/ca)、高温【約3oo℃)の状態
変化によって、前記可燃物質と助燃物質の爆発的燃焼反
応を起させしめる。具体例として、可燃物質には灯油、
または軽油を、助燃物質(酸化剤)には過マンガン酸カ
リウムを用いろ。灯油または軽油は300℃以下で気化
、自然着火し、過マンガン酸カリウムは300℃以下で
分解し酸素を発生する。また可燃物質と助燃物質の混合
割合は反応の化学式によっておのずから定まる。着火温
度が灯油または軽油より低い可燃物質を点火剤として少
量添加すれば、灯油または軽油の着火は早まり、さらに
確実となる。A combustion capsule 4 made of a combustible material and a combustion auxiliary material is loaded into the hole end 3 of a filling hole 2 drilled in a bedrock 1, and then,
A slurry 5 of an expanded crushing material (S-Mite Nato) which generates expansion pressure through a hydration reaction is filled, and a turnip of quicklime is soaked in water and then filled into the opening 6. Then, the quicklime expands due to the aqueous phase reaction, functions to close the mouth and act as a stopper, and promotes the hydration reaction of the slurry in the vicinity of the capsule 7 by the heat of hydration reaction. The high-temperature reaction heat generated by the rapid increase in the aqueous phase reaction of the adjacent slurry further promotes the reaction of the next adjacent slurry, and the reaction sequentially progresses from the slurry at the mouth toward the end of the hole. The high pressure (approximately 300 to 9 f/ca) and high temperature (approximately 300° C.) state changes caused by the aqueous phase reaction of the slurry at the bottom of the hole cause an explosive combustion reaction between the combustible material and the combustible material. As a specific example, flammable materials include kerosene,
Or use light oil and potassium permanganate as a combustion aid (oxidizer). Kerosene or light oil vaporizes and spontaneously ignites at temperatures below 300°C, and potassium permanganate decomposes and generates oxygen at temperatures below 300°C. Further, the mixing ratio of the combustible material and the combustion aiding material is naturally determined by the chemical formula of the reaction. If a small amount of a combustible substance whose ignition temperature is lower than that of kerosene or diesel oil is added as an igniter, the ignition of kerosene or diesel oil will be faster and more reliable.
また、より強力な破砕力を必要とする場合にはテルミッ
トを添加する。テルミットは2000℃以上の高温を発
生して燃焼し、孔尻に存在するスラリーから絞り出され
た水と反応して爆発的な高圧を発生する。破砕が最も困
難な孔尻にかかる内容物の燃焼カプセルを装填すること
により、膨張破砕材の膨張圧を補助し、岩盤などの破砕
が容易、確実となる。In addition, thermite is added when a stronger crushing force is required. Thermite burns and generates a high temperature of over 2,000 degrees Celsius, and reacts with the water squeezed out from the slurry at the bottom of the hole to generate explosive high pressure. By loading the combustion capsule containing the contents at the bottom of the hole, which is the most difficult to crush, the expansion pressure of the expanding crushing material is assisted, making it easy and reliable to crush rock, etc.
上記の説明から明らかなように、膨張破砕材を用いた従
来の施工法はスラリーを充填して1日〜2日の材令を経
過しないと亀裂が発生しなかったのに対し、本発明によ
るとスラリー充填後、直ちに急速な反応を開始し、しか
も充填孔の口元から反応が始まるのでスラリーの噴出の
危険性はな(、破砕が最も困難な孔尻に強力な破壊圧が
作用するので、岩盤破砕に対してとくに有効である。作
業能率は向上し、充填孔の孔数も減少するので経済性も
向上する。また本発明の施工に当り、火薬取締りの法的
規制を受けない利点も有する。As is clear from the above explanation, in the conventional construction method using expanded crushed material, cracks did not occur until 1 to 2 days had passed after filling with slurry, whereas in the present invention After filling the slurry, a rapid reaction starts immediately, and the reaction starts from the mouth of the filling hole, so there is no risk of slurry spewing out. It is particularly effective for rock crushing.Work efficiency is improved and the number of filling holes is reduced, which improves economic efficiency.In addition, the construction of the present invention has the advantage of not being subject to legal regulations regarding explosives control. have
第1図は本発明の実施例を示す断面図である。−1・・
・・・・・・・・・・岩 盤
2・・・・・・・・・・・・充填孔
3・・・・・・・・・・・孔 尻
4・・・・・・・・・・・・燃焼カプセル5・・・・・
・・・・・・・膨張破砕材のスラリー6・・・・・・・
・・・・・口 元
7・・・・・・・・・・・・生石灰のカプセル茅 1
個FIG. 1 is a sectional view showing an embodiment of the present invention. -1...
・・・・・・・・・・Rock 2・・・・・・・・・・・・Filling hole 3・・・・・・・・・・・・ Hole end 4・・・・・・・・・・... Combustion capsule 5 ...
・・・・・・Slurry of expanded crushed material 6・・・・・・
・・・・・・Mouth 7・・・・・・・・・Quicklime capsule grass 1
Individual
Claims (1)
に、可燃物質と助燃物質とからなる燃焼カプセルを装填
し、しかるのち水和反応で膨張圧を生じる膨張破砕材の
スラリーを充填し、さらに生石灰のカプセルを含水せし
めたのち該孔の口元に充填し、該生石灰の水和膨張によ
って該口元を閉塞し止栓化せしめると共に、該生石灰の
水和反応熱によって該生石灰に近接するスラリーの水和
反応を促進し、かかるスラリーの水和反応で生じる反応
熱によって、さらに隣接するスラリー水和反応を促進せ
しめ、かかる反応促進を口元側のスラリーより孔尻側に
向って進行せしめ、孔尻におけるスラリーの高圧、高温
の状態変化によって、該可燃物質と助燃物質の爆発的燃
焼反応を起さしめることにより、該スラリーの水和反応
によって生じる膨張圧と、燃焼カプセルの燃焼によって
生じる高圧、高温とによって岩盤またはコンクリート構
造物などに亀裂破砕を生じせしめることを特徴とする膨
張破砕材を用いた岩盤などの高圧破砕法。A combustion capsule made of a combustible material and a combustion auxiliary material is loaded into a filling hole drilled in a rock or concrete structure, and then a slurry of expanded crushed material that generates expansion pressure through a hydration reaction is filled, and then quicklime is added to the filling hole. After the capsule is hydrated, it is filled into the mouth of the hole, and the mouth is closed and stopped by the hydration expansion of the quicklime, and the hydration reaction of the slurry in the vicinity of the quicklime is caused by the heat of the hydration reaction of the quicklime. The reaction heat generated by the hydration reaction of the slurry further promotes the hydration reaction of the adjacent slurry, and this reaction promotion proceeds from the slurry at the mouth side to the hole end side, and the slurry at the hole end. A change in state of high pressure and high temperature causes an explosive combustion reaction between the combustible material and the auxiliary combustion material, and the expansion pressure generated by the hydration reaction of the slurry and the high pressure and high temperature generated by combustion of the combustion capsule cause rock formation. Or a high-pressure crushing method for rock, etc., using an expanding crushing material, which is characterized by causing cracks and fractures in concrete structures, etc.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22838083A JPS60123696A (en) | 1983-12-05 | 1983-12-05 | High pressure crushing method of rock using expansible crushing material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22838083A JPS60123696A (en) | 1983-12-05 | 1983-12-05 | High pressure crushing method of rock using expansible crushing material |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60123696A true JPS60123696A (en) | 1985-07-02 |
Family
ID=16875554
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22838083A Pending JPS60123696A (en) | 1983-12-05 | 1983-12-05 | High pressure crushing method of rock using expansible crushing material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60123696A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60164594A (en) * | 1984-02-04 | 1985-08-27 | 住友セメント株式会社 | Destruction construction method |
-
1983
- 1983-12-05 JP JP22838083A patent/JPS60123696A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60164594A (en) * | 1984-02-04 | 1985-08-27 | 住友セメント株式会社 | Destruction construction method |
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