JPH0358436B2 - - Google Patents
Info
- Publication number
- JPH0358436B2 JPH0358436B2 JP7011384A JP7011384A JPH0358436B2 JP H0358436 B2 JPH0358436 B2 JP H0358436B2 JP 7011384 A JP7011384 A JP 7011384A JP 7011384 A JP7011384 A JP 7011384A JP H0358436 B2 JPH0358436 B2 JP H0358436B2
- Authority
- JP
- Japan
- Prior art keywords
- hole
- slurry
- crushing
- static crushing
- crushing agent
- 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
Links
- 239000002002 slurry Substances 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 19
- 230000003068 static effect Effects 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 8
- 238000006243 chemical reaction Methods 0.000 claims description 6
- 238000006703 hydration reaction Methods 0.000 claims description 4
- 230000036571 hydration Effects 0.000 claims description 3
- 238000007664 blowing Methods 0.000 claims description 2
- 230000001902 propagating effect Effects 0.000 claims description 2
- 230000000452 restraining effect Effects 0.000 claims description 2
- 239000003795 chemical substances by application Substances 0.000 description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 206010037844 rash Diseases 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 235000012255 calcium oxide Nutrition 0.000 description 2
- 239000000292 calcium oxide Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000020169 heat generation Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Description
【発明の詳細な説明】
本発明は、水和膨張を基本原理とする静的破砕
剤に水を加えたときに発生する発熱、膨張を利用
し、補助具を用いて岩盤等の被破砕物を短時間で
破砕する工法に関するものである。Detailed Description of the Invention The present invention utilizes the heat generation and expansion generated when water is added to a static crushing agent based on hydration expansion, and uses an auxiliary tool to crush objects such as rock. This relates to a method of crushing materials in a short period of time.
第1図に示すように、岩盤等の被破砕物1に穿
孔し、その孔2中に予め静的破砕剤に水および好
ましくは水和反応の調節剤を混練し、スラリー3
状にして入れるか、またはそれらの諸剤をまず孔
中に入れ、しかる後該孔中に水を流入してスラリ
ー状にし、その体積膨張を利用して被破砕物の破
砕を起こさせる場合、孔2の開口側を例えば生石
灰に注水した加熱源4により加熱することによつ
て静的破砕剤の反応を促進させ、破砕効率を上げ
る方法を本出願人は既に提案している(特願昭58
−202758号)。 As shown in FIG. 1, a hole is drilled in an object 1 such as rock, and a static crushing agent is mixed with water and preferably a hydration reaction regulator into the hole 2, and a slurry 3 is prepared.
or when these agents are first put into a hole, water is then flowed into the hole to form a slurry, and the volumetric expansion is used to cause crushing of the object to be crushed, The applicant has already proposed a method for increasing the crushing efficiency by heating the opening side of the hole 2 with a heat source 4 filled with water poured into quicklime, for example, to accelerate the reaction of the static crushing agent and increase the crushing efficiency. 58
−202758).
この方法は、静的破砕剤の通常の使用条件(被
破砕物温度10〜20℃、穿孔径45〜65mm)で、大き
な効果が期待出来るが、被破砕物温度が−5〜10
℃と低い場合は熱の伝播が遅れ、または停止して
しまい短時間破砕が達成できなくなるという問題
点があつた。 This method can be expected to be highly effective under the normal usage conditions of static crushing agents (temperature of the crushed object 10 to 20℃, hole diameter 45 to 65 mm), but if the temperature of the crushed object is -5 to 10℃,
When the temperature is as low as ℃, there is a problem that the propagation of heat is delayed or stopped, making it impossible to achieve crushing in a short period of time.
そこで第2図に示すように、被破砕物1に穿孔
し、その孔2中に静的破砕剤スラリー3を充填す
るに当つて、予め熱伝導率の大きい材質で作つた
例えば円筒状の熱伝達用器具5を孔中に装設して
おき、この器具のスラリー面より上の部分を外的
に加熱して、孔開口部から孔底方向へ熱を伝播さ
せ、静的破砕剤スラリーの反応を促進させること
で、低温での短時間破砕を効率的に行なう方法も
本出願人はすでに提案している(特願昭59−
15011号)。 Therefore, as shown in Fig. 2, when drilling a hole in the object 1 and filling the hole 2 with the static crushing agent slurry 3, a cylindrical heat sink made of a material with high thermal conductivity, for example, A transmission device 5 is installed in the hole, and the portion of the device above the slurry surface is externally heated to propagate heat from the hole opening toward the bottom of the hole, thereby increasing the static crushing agent slurry. The applicant has already proposed a method for efficiently crushing at low temperatures for a short time by accelerating the reaction (Japanese Patent Application No. 1983-1999).
No. 15011).
この改良された方法により、短時間破砕工法
は、常温から低温に、その使用温度範囲が拡大さ
れた。しかしながら、高温での短時間破砕や穿孔
径65mm以上の孔においては、静的破砕剤の反応速
度が過大となり噴出現象を起こしやすい問題があ
つた。 With this improved method, the operating temperature range of the short-time crushing method has been expanded from room temperature to low temperature. However, in short-time crushing at high temperatures or in holes with a diameter of 65 mm or more, the reaction rate of the static crushing agent becomes excessive, which tends to cause a blowout phenomenon.
噴出性を改善する方法として、静的破砕剤の組
成を改良することによつて噴出を防止する方法、
工法的に噴出を防止する方法があるが、本出願人
は、工法的に噴出を防止する方法として、型枠に
よる機械的拘束で急速破壊する方法を特許出願
(特開昭57−184162号)しているが、この方法に
より噴出は防止出来、短時間その破砕が可能であ
るものの破砕完了時期の予想あるいは破砕完了時
期の任意な設定が出来ない欠点があつた。 As a method of improving ejection properties, a method of preventing eruption by improving the composition of a static crushing agent;
There are methods to prevent eruptions using construction methods, but the applicant has filed a patent application (Japanese Patent Application Laid-Open No. 184162/1983) for a method of rapid destruction using mechanical restraint by formwork as a method for preventing eruptions using construction methods. However, although this method can prevent blowouts and enable crushing for a short period of time, it has the disadvantage that it is not possible to predict the completion time of crushing or to set the crushing completion time arbitrarily.
本発明は、以上のような工法の欠点を是正する
ために発明されたもので、静的破砕剤を用いる工
法において、その適用温度、適用孔径の範囲を拡
大し、かつ破砕効率を安定なものとすることをそ
の目的とするものであつて、そのために次のよう
な工法を採用するものである。 The present invention was invented in order to correct the above-mentioned drawbacks of the method, and it expands the range of applicable temperatures and pore diameters in the method using static crushing agents, and stabilizes the crushing efficiency. The purpose is to achieve this goal, and for this purpose the following construction methods will be adopted.
すなわち本発明は、水和膨張を基本原理とする
静的破砕剤スラリーを被破砕物に穿設した孔に充
填するに当り、熱伝導率の大きい材質で作つた熱
伝達用かつ機械的拘束用器具を孔中に予め装設し
ておき静的破砕剤スラリーを充填するか、または
該スラリーを充填後該器具を装設し、該器具の充
填面より出た部分を外的に加熱して、孔開口部か
ら孔底方向へ熱を伝播させ、静的破砕剤スラリー
の反応を促進させると同時に該スラリーを機械的
に拘束してその噴出を防止することを特徴とする
補助具を用いた短時間破砕工法である。 That is, the present invention utilizes a material for heat transfer and mechanical restraint made of a material with high thermal conductivity when filling holes drilled in objects to be crushed with a static crushing agent slurry based on the basic principle of hydration expansion. Either a device is installed in the hole in advance and the static crushing agent slurry is filled, or the device is installed after filling the slurry, and the part of the device protruding from the filling surface is heated externally. , using an auxiliary tool characterized by propagating heat from the hole opening toward the bottom of the hole to promote the reaction of the static crushing agent slurry and at the same time mechanically restraining the slurry to prevent it from blowing out. This is a short-time crushing method.
本発明によれば、被破砕物の温度、孔径の違い
による静的破砕剤への加熱効率のばらつきがなく
なり、かつ噴出を防止して、安定した破砕効果を
期待出来る。 According to the present invention, there is no variation in the heating efficiency of the static crushing agent due to differences in the temperature and pore size of the object to be crushed, and it is possible to prevent blowouts and to expect a stable crushing effect.
次に実施例によつて本発明を具体的に説明す
る。 Next, the present invention will be specifically explained with reference to Examples.
実施例
まず第3図に示す如く、岩盤よりなる被破砕物
1に孔2を穿孔し、該孔に例えば第4図に示す如
き形状のスチール製熱伝達用かつ機械的拘束用器
具6を補助具として装設する。Embodiment First, as shown in FIG. 3, a hole 2 is drilled in a material to be crushed 1 made of rock, and a steel heat transfer and mechanical restraint device 6 having a shape as shown in FIG. 4 is assisted in the hole. Install it as a tool.
次に、静的破砕剤スラリー3を孔中へ充填し、
孔開口部側に例えば粒状の生石灰に注水した加熱
源4を設置し、器具6のスラリー充填面より出た
部分を外的に加熱する。 Next, static crushing agent slurry 3 is filled into the hole,
A heating source 4 filled with water poured into, for example, granular quicklime is installed on the hole opening side, and the portion of the device 6 protruding from the slurry filling surface is heated externally.
あるいは、静的破砕剤スラリーを孔中へ充填
後、速やかに熱伝達用かつ機械的器具を孔に入
れ、同様に孔開口部の加熱を行なう方法を用いる
ことも出来る。 Alternatively, a method may be used in which a mechanical device for heat transfer is inserted into the hole immediately after the static crushing agent slurry is filled into the hole to similarly heat the hole opening.
このようにすれば、孔開口部側の加熱が確実に
静的破砕剤スラリー3に伝わり、スラリーの反応
を促進させる。また、器具6が機械的にスラリー
を拘束しているので、スラリーの過大な発熱によ
る噴出を防止することが出来る。 In this way, the heating on the hole opening side is reliably transmitted to the static crushing agent slurry 3, promoting the reaction of the slurry. Further, since the device 6 mechanically restrains the slurry, it is possible to prevent the slurry from spouting out due to excessive heat generation.
第1図および第2図は先行技術による破砕工法
の説明図、第3図は本発明による破砕工法の説明
図、第4図は本発明において使用する熱伝達用か
つ機械的拘束用具の一例を示す。
1……被破砕物、2……孔、3……破砕剤スラ
リー、4……加熱源、5……熱伝達用器具、6…
…熱伝達用かつ機械的拘束用器具。
Figures 1 and 2 are explanatory diagrams of the crushing method according to the prior art, Figure 3 is an explanatory diagram of the crushing method according to the present invention, and Figure 4 is an example of the heat transfer and mechanical restraint tool used in the present invention. show. 1... Material to be crushed, 2... Hole, 3... Crushing agent slurry, 4... Heat source, 5... Heat transfer device, 6...
...devices for heat transfer and mechanical restraint.
Claims (1)
ーを被破砕物に穿設した孔に充填するに当り、熱
伝導率の大きい材質で作つた熱伝達用かつ機械的
拘束用器具を孔中に予め装設しておき静的破砕剤
スラリーを充填するか、または該スラリーを充填
後該器具を装設し、該器具の充填面より出た部分
を外的に加熱して、孔開口部から孔底方向へ熱を
伝播させ、静的破砕剤スラリーの反応を促進させ
ると同時に該スラリーを機械的に拘束してその噴
出を防止することを特徴とする補助具を用いた短
時間破砕工法。1. When filling a hole drilled in a material to be crushed with a static crushing agent slurry based on the basic principle of hydration expansion, a heat transfer and mechanical restraint device made of a material with high thermal conductivity is inserted into the hole. Either the device is installed in advance and filled with a static crushing agent slurry, or the device is installed after filling the slurry, and the portion of the device that protrudes from the filling surface is externally heated to open the hole opening. A short-time crushing method using an auxiliary tool, which is characterized by propagating heat from the hole toward the bottom of the hole to promote the reaction of the static crushing agent slurry, and at the same time mechanically restraining the slurry to prevent it from blowing out. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7011384A JPS60215990A (en) | 1984-04-10 | 1984-04-10 | Short-time crushing using auxiliary tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7011384A JPS60215990A (en) | 1984-04-10 | 1984-04-10 | Short-time crushing using auxiliary tool |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60215990A JPS60215990A (en) | 1985-10-29 |
| JPH0358436B2 true JPH0358436B2 (en) | 1991-09-05 |
Family
ID=13422165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7011384A Granted JPS60215990A (en) | 1984-04-10 | 1984-04-10 | Short-time crushing using auxiliary tool |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60215990A (en) |
-
1984
- 1984-04-10 JP JP7011384A patent/JPS60215990A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60215990A (en) | 1985-10-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4409030A (en) | Material for destroying concrete structures | |
| JPS60215990A (en) | Short-time crushing using auxiliary tool | |
| JPS6085163A (en) | Filling of expansible crushing material using crack crushingof rock or concrete structure | |
| JPH05118188A (en) | Crushing method | |
| JPS637588B2 (en) | ||
| JPH0376982B2 (en) | ||
| JPS6055169A (en) | Rapid crushing of concrete structure by using expansible crushing material | |
| JPS60164595A (en) | Destruction method utilizing heat insulating material | |
| JPS60172359A (en) | Crushing of fragile matter | |
| JP2657943B2 (en) | Waterproof reinforcement method for tunnel concrete | |
| JPS6149097A (en) | Crushing method by expansible crushing agent | |
| JPS6019895A (en) | Rapid destruction of rock body or concrete structure | |
| JPH0338395B2 (en) | ||
| JPH0146678B2 (en) | ||
| JPS6095075A (en) | Short-time crushing construction method | |
| JPH0231188B2 (en) | ||
| JPH03147996A (en) | Rock crushing | |
| JPS6190756A (en) | How to destroy brittle objects | |
| JPS5996392A (en) | Destruction of rock or concrete lump | |
| JPH0374307B2 (en) | ||
| JPS61154906A (en) | Manufacture of concrete member with rupture surface | |
| JPS59203161A (en) | Early stage breaking method by expansible breaking material | |
| JPS6028155U (en) | Heating stopper used for expansion crushing of concrete structures, etc. | |
| JPS6075342A (en) | Limit crushing method using static crushing agent | |
| JPH01247663A (en) | How to dismantle concrete structures |