JPS6082152A - Static crushing method and expansible tablet therefor - Google Patents
Static crushing method and expansible tablet thereforInfo
- Publication number
- JPS6082152A JPS6082152A JP18921583A JP18921583A JPS6082152A JP S6082152 A JPS6082152 A JP S6082152A JP 18921583 A JP18921583 A JP 18921583A JP 18921583 A JP18921583 A JP 18921583A JP S6082152 A JPS6082152 A JP S6082152A
- Authority
- JP
- Japan
- Prior art keywords
- tablet
- crushing
- static crushing
- expandable
- hydration reaction
- 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
Links
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (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】
・本発明はコンクリートや岩石等の脆性物体に穿孔した
装填孔中に1m剤を充填し、その膨張圧を利用して脆性
物体を静的に破砕りる方法J3よびそれに利用されるF
A3服性錠剤に関するものである。[Detailed description of the invention] - The present invention is a method J3 in which a 1m agent is filled into a loading hole drilled in a brittle object such as concrete or rock, and the brittle object is statically crushed using the expansion pressure. F used for that
This relates to A3 tablets.
従来、脆性物体を静的に破砕づる破砕剤としては、例え
ば特開昭56−67059号公fI1等に記載されてい
るように、生石灰と水硬性物質を主剤とJる膨張性物質
が提案され、既に数種のものが破砕剤として工業的に生
産されている。かかる破砕剤は主に粉末状のものであり
、その使用方法は粉末状の破砕剤をあらかじめ容器の中
で水と混ぜ水性スラリーとした後、被破砕物に穿孔され
た装填孔に充填する方法が実用化されている。Conventionally, as a crushing agent for statically crushing brittle objects, an expandable substance containing quicklime and a hydraulic substance as main ingredients has been proposed, for example, as described in JP-A-56-67059 fI1. Several types have already been produced industrially as crushing agents. This crushing agent is mainly in powder form, and the method for using it is to mix the powdered crushing agent with water in a container in advance to form an aqueous slurry, and then fill it into a loading hole drilled in the object to be crushed. has been put into practical use.
しかし、かかる破砕剤および破砕方法には次のような欠
点がある。However, such crushing agents and crushing methods have the following drawbacks.
1)破砕剤と水を混ぜるとすぐに主成分の生石灰と水和
反応が起り、水性スラリーの流動性が低下するため1ば
やく装填孔への注入を行なわねばならず、気温や水温が
高い時には注入が内弁になる。1) When the crushing agent and water are mixed, a hydration reaction occurs immediately with quicklime, the main component, and the fluidity of the aqueous slurry decreases, requiring immediate injection into the loading hole, resulting in high air and water temperatures. Sometimes the injection becomes an inner valve.
2)市販の破砕剤には適用温度範囲があり、その上限を
越えて使用した場合、また適用温度範囲以内で使用しI
Cとしても装填孔の径が50mmφ以上の場合には、充
填された破砕剤が装置眞孔外に爆!ξ的に突出しく突出
現象とか鉄砲現象などと呼ばれている。以下突出現象と
いう)、破砕効果が得られないばかりでなく作業上非常
に危険である。さらに適用湿度範囲内でかつ装填孔の径
が50mmφ以内で使用した場合でも、気温の変化の大
きいII;’iや太陽熱などの影響などにより被破砕物
の温度が高温になっていた時、あるいは練り混ぜ水が1
r:!i湿になっていた時などは突出現象がしばしば発
生りる。2) Commercially available crushing agents have applicable temperature ranges, and if they are used beyond that upper limit, or if they are used within the applicable temperature range.
As for C, if the diameter of the loading hole is 50mmφ or more, the filled crushing agent will explode outside the device hole! It is called a ξ-protruding phenomenon or a gun phenomenon. (hereinafter referred to as protrusion phenomenon), not only does it not produce a crushing effect, but it is also extremely dangerous to work with. Furthermore, even when used within the applicable humidity range and with a loading hole diameter of 50 mm or less, when the temperature of the material to be crushed is high due to large changes in temperature or the influence of solar heat, or 1 kneaded water
r:! i.Protrusion phenomena often occur when the weather is humid.
3)破砕効果が生ずるまでの時間は気温などの条件によ
って異なるが、12〜24時間と非常に長くかかり作業
性が悪い(膨張圧発現時間をhlりするような膨張性物
質にすると突出現象が起りやり−くなる)。3) The time it takes for the crushing effect to occur varies depending on conditions such as temperature, but it takes a very long time of 12 to 24 hours, which is bad for workability (if the expanding material has a long expansion pressure development time, the protrusion phenomenon will occur). (I get up)
このため突出現象を防止する方法としく、特開昭48−
25337号や特開昭49−21924号等に、装填孔
に破砕剤スラリーを充填した後、その上部にあIこる部
分にモルタルまたは器具類によって密栓する方法が提案
されているが、これらの方法では作業性が悪く、また]
ス(・も高くなる欠点がある。For this reason, as a method for preventing the protrusion phenomenon,
No. 25337 and Japanese Patent Application Laid-open No. 49-21924, etc., propose a method of filling the loading hole with a crushing agent slurry and then sealing the upper part with mortar or instruments. Then, the workability is poor, and]
The disadvantage is that it is also expensive.
本発明はこのような欠点を改良し、膨張剤の膨服力を利
用して岩石やコンクリ−I−等の静的破砕を有効かつ安
全、迅速に行なわせる破vt方法と破砕剤を提供するも
のである。The present invention improves these drawbacks and provides a crushing method and crushing agent that effectively, safely, and quickly perform static crushing of rocks, concrete, etc. by utilizing the swelling power of the swelling agent. It is something.
ずなわら、本発明は、
(1)膨張剤の水和反応に伴うW、服1[を利用して二
]ンクー1−等の脆性物体を静的に破砕するにあたり、
酸化カルシウムとその水和反応遅延(’ll物音主体と
するIli@剤を圧縮成形してなる立体形の膨IIIH
1錠剤を装填孔に充填した後、水を注入することを特徴
とづる静的破砕方法、(2) 酸化カルシウムとその水
和反応遅延性物質を主体とする膨張剤を圧縮成形してむ
る体積が0.050II3以上で、かつ1001以下の
立体形に成形された静的破砕用膨張性錠剤、
(3] (を体形に成形された膨張性錠剤の高化■が2
.0〜3.2である特許請求範囲第(2)項記載の静的
破枠周膨IIi性錠剤、
(/I) 水和反応iY延111物質がホウ酸、もしく
はホウ酸の無機塩である11許請求の範囲第(21]n
記載の静的破砕用膨張性錠剤、
(9水和反応遅延性物質が無機の@111i塩である特
許請求の範囲第(2)項記載の静的破砕用膨張性錠剤、
0 水和反応遅延性物質が無機のフッ化物である特許請
求の範囲第[21項記載の静的破砕用膨張性錠剤、
(71水和反応性物質が金属硫化物である特許請求の範
囲第(2]項記載の静的破砕用膨張性錠剤、(8)無機
の硫酸塩が石膏である特許請求の範囲第tS+項記載の
静的破砕用膨張性錠剤、(9)醇化カルシウムが硬焼生
石灰である特許請求の範囲第(2)項記載の静的破砕用
膨張性錠剤、である。However, the present invention has the following advantages: (1) When statically crushing brittle objects such as W and clothes 1 [2] by using the hydration reaction of the swelling agent,
Three-dimensional expansion IIIH made by compression molding of calcium oxide and its delayed hydration reaction (Ili@ agent mainly composed of noise)
A static crushing method characterized by filling one tablet into a loading hole and then injecting water. is 0.050II3 or more and 1001 or less, an expansible tablet for static crushing, (3)
.. 0 to 3.2, the static broken frame circumference IIi tablet according to claim (2), wherein the (/I) hydration reaction iY 111 substance is boric acid or an inorganic salt of boric acid. 11 Claim No. (21]n
An expansible tablet for static crushing according to Claim (2), wherein the hydration reaction retardant substance is an inorganic @111i salt; An expandable tablet for static crushing according to claim 21, wherein the reactive substance is an inorganic fluoride; (8) An expansible tablet for static crushing according to claim tS+, in which the inorganic sulfate is gypsum; (9) A patent claim, in which the calcium liquefaction is hard burnt lime. An expansible tablet for static crushing according to scope (2).
このような特定成分の膨+11W剤を錠剤に成形して使
用覆ることにより、従来の粉末状の破1/?剤のにうに
あらかじめ水性スラリー化しく装填孔へ充填する必要が
なくなったIこめ、水性スラリーの流動性が低下し装填
孔に21人(・さイ1くなるという作業上の欠点がなく
なり、ざらに突出現象の発生が抑えられる!こめ膨張1
1錠剤発現の早い膨II−剤を使用づることができ、従
って破611′に東りる時間を人中に短縮できるどいっ
た1)徴をイ1し“Cいる。By molding the swelling +11W agent containing such specific ingredients into tablets and covering them, it is possible to reduce the amount of powder used in the conventional powder form. Since the agent is made into an aqueous slurry in advance, it is no longer necessary to fill it into the loading hole. The occurrence of protrusion phenomenon is suppressed!Temple expansion 1
1) It is possible to use a drug with a rapid onset of swelling, thereby shortening the time it takes for the patient to reach 611'.
次に本発明の実施態様を図面に従って1述する。Next, embodiments of the present invention will be described with reference to the drawings.
第1図において、1は]ンクリー1〜等の被数(4′物
であり、これに一定の間隔をJ3いて、一定の1しさて
、一定の孔径の装填孔2を穿孔し、その装填孔2に膨張
性錠剤を3を充填した後、i4填孔2の孔]]4から水
を注入して膨張性錠剤を水和、膨+11i+させで被破
砕物1を破砕彩る。図中5は孔底である。In Fig. 1, 1 is a decimal number (4') such as 1 to 4'; After filling the expandable tablet 3 into the hole 2, water is injected from the hole i4 filling hole 2 to hydrate and swell the expandable tablet, thereby crushing the object 1. 5 in the figure. is the bottom of the hole.
本発明の方法によれば被破砕物に充填された膨張11錠
剤が水和反応(発熱反応)に伴って発生づる水蒸気を膨
張性錠剤の間隙を通って人気中に/l’i出りることに
より、膨張性錠剤内部の水蒸気圧が増大づることを防止
し、装屓几径を5011111φ以上としても充填され
た膨張性錠剤が孔外に突出づることかなく、膨張圧を有
効に利用できるとともに、突出現象による危険を防止で
きるため作業の安全1!Iをより高めることができる。According to the method of the present invention, the expansible tablets filled in the material to be crushed emit water vapor generated by the hydration reaction (exothermic reaction) through the gaps between the expansible tablets. By this, the water vapor pressure inside the expandable tablet is prevented from increasing, and even if the diameter of the packaging hole is 5011111φ or more, the filled expandable tablet does not protrude outside the hole, and the expansion pressure can be used effectively. Work safety 1 as dangers due to protruding phenomena can be prevented! I can be further increased.
また従来の粉末状の破砕剤のよに、あらかじめ破砕剤ど
水を容器内で混合し、これを速やかに充填孔に充填・す
る作業がなくなり、装填孔に充填された膨111う剤に
水のみを注入すればよいので作業が簡単になる。In addition, unlike conventional powdered crushing agents, there is no need to mix the crushing agent and water in a container in advance and quickly fill the filling holes with it. This simplifies the work as you only need to inject it.
次に本発明の膨張性錠剤について訂)ホする。Next, the expandable tablet of the present invention will be explained.
本発明の膨張性錠剤の特徴は膨張性成分どして酸化カル
シウムを用い、これに水和反応遅延物質を混合した後、
立体形に成形され−(いる点にある。立体形に成形され
た膨張性錠剤にすることによって、水性スラリーにしな
いと装填孔にうまく充填できない粉末状の破砕剤と異な
り、膨張性錠剤を先に充填した後に水を注入することが
可能になりそのtl+ !(、粉末状の破砕剤を使用す
る場合に問題どなった水と混合中にスラリーの流動性が
(It ’l: L、て4・装填孔に注入できなくなる
とつlこ欠点をなくづことができ作業性が改良される。The feature of the expansible tablet of the present invention is that calcium oxide is used as the expansible component, and after mixing a hydration reaction retarding substance with this,
By forming expansible tablets into three-dimensional shapes, unlike powdered crushing agents that cannot be properly filled into the loading holes unless they are made into an aqueous slurry, the expansible tablets can be prepared first. It is now possible to inject water after filling into the fluidity of the slurry during mixing with water, which is a problem when using powdered crushing agents. 4. The disadvantage of not being able to inject into the loading hole can be eliminated and workability is improved.
加えて酸化カルシウムと水和反応遅延性物質を立体形に
成形された破砕剤にすることによって突出現象の発生を
l1できるので、粉末状で用いた場合はW、眼圧発現は
早いが突出現象が発生りるため利用できなかった膨張性
成分を利用づることか可能になり、その結果粉末状の静
的破砕剤の場合12〜24時間必要であった膨張圧発現
時間を大中に短縮できるという特徴をイJりる。破砕剤
を構成している成分の面からみると、粉末状破砕剤の場
合は生石灰(膨張性成分)に水硬性物質が用いられ(生
石灰のみでは粉状化し″C石効な膨張圧は得られにくい
)、水硬性物質が先に固り強度をある程度もった頃から
生石灰の水和反応を起こさせる方法がどられるため、膨
張圧発現時間は水硬性物質の強度発現時間にある程度左
右され、従って数詩間でDI圧を発現JるのはvA難で
あった。生石灰を膨張性成分として用い!〔場合、本発
明の方法では必ずしも水硬性物質の添加は必要でなく、
生石灰と水和反応遅延性物質の組合せでよく、従ってそ
の組合UにJ、つては膨張圧発現の早いIkli服性錠
剤性錠剤ことが可能である。In addition, by using calcium oxide and a substance that retards the hydration reaction as a crushing agent formed into a three-dimensional shape, it is possible to prevent the protrusion phenomenon from occurring, so when used in powder form, W, the intraocular pressure develops quickly, but the protrusion phenomenon can be prevented. It is now possible to use an expanding component that could not be used due to the generation of rupture, and as a result, the time required to develop expansion pressure, which was 12 to 24 hours with powdered static crushing agents, can be greatly shortened. This is the characteristic of IJ Rir. From the perspective of the ingredients that make up the crushing agent, in the case of powdered crushing agents, a hydraulic substance is used for quicklime (expandable component) (quicklime alone will turn into powder, and the expansion pressure that is effective for stone cannot be obtained). Since the method of causing the hydration reaction of quicklime starts from the time when the hydraulic material hardens and has a certain degree of strength, the time for the expansion pressure to develop depends to some extent on the time for the hydraulic material to develop strength. Therefore, it was difficult to develop DI pressure within several poems.If quicklime is used as an expansive component, the method of the present invention does not necessarily require the addition of a hydraulic substance;
A combination of quicklime and a substance that retards the hydration reaction may be used, and therefore, the combination U and J can be used to produce an Ikli tablet with a rapid development of swelling pressure.
本発明で用いる酸化カルシウムは膨張性成分であり、具
体的には生石灰の外に仮焼ド[1マイトが使用でき、C
aO分が30%以上のものが好ましい。CaO分が30
%以下になると被破砕物を破砕するに必要な膨張圧が(
!〕られない。焼成度としては硬焼の方が水和反応を制
御しやすく、なかでも硬焼の生石灰が特に好ましい。粒
径については、水和反応遅延1り物質とのi11合およ
び立体形への成形のし易さを考虞して決める必要がある
。Calcium oxide used in the present invention is an expansive component.
It is preferable that the aO content is 30% or more. CaO content is 30
% or less, the expansion pressure necessary to crush the object is (
! ] I can't. As for the firing degree, hard firing makes it easier to control the hydration reaction, and among these, hard firing quicklime is particularly preferable. The particle size must be determined by taking into account the combination with a substance that retards the hydration reaction and the ease of molding into a three-dimensional shape.
次に本発明で用いる水和反応遅延性物質どは、酸化カル
シウムの水和反応を遅らせる作用をもつ物質のことであ
り、硫酸カルシウム(石膏)、1allOナトリウム、
硫酸アルミニウム等の硫酸塩、ホウ酸やホウ酸リチウム
、ホウ酸カルシウ11等のホウ酸の無機塩、フッ化リチ
ウムAゝ)ケイフッ化す1−リウム等の無機のフッ化物
、硫化カルシウム等の無はの硫化物のほか、無機の水酸
化物AbFA酸1n等の各種の無機化合物、糖類、多価
アルコール、Aキシ酸等の右は物があげられる。酸化カ
ルシウムの水和反応を’If延される物質でないと立1
木形に成形しlこ膨張性錠剤にしてb突出現象を抑える
ことができ−f好ましくない。かかる水和反応理延剤は
成形りる前に酸化カルシウム物質と均一混合しIこ後圧
縮成形して均質な立体形の膨張f1錠〜1にりる必要が
ある。酸化カルシ・″ツムど水相近延剤を混合−りるの
みで立体形に成形せずに用いると、水性スラリーにして
Wm几;こ光I11′1t! 4a G、r 1.rら
ヂ、その場合は水性スラリーの流動性がなくなり装填孔
に充填しにくくなったり、充填後に突出現象が発生1−
るといった問題が生ずる。本発明の膨張性物9Iの性能
(膨張圧発現に翌する時間突出現象の発生の右勲等)は
水和遅延物質のみで決まるものではなく、酸化カルシウ
ム物質の性質や、立体形に成形した膨張性錠剤の大きさ
や嵩密度に左右されるため、水和涯延物質の)バ択はこ
れらの条件とのかねあいで決める必要があるが、水和理
延剤の中では、膨張性錠剤を装置直孔に充填した復水を
注入した時、膨張性錠剤の形が比較的長時間くずれにく
いことXb1突出現象が起りにくく酸化カルシウムの膨
張圧をイj効に利用できる点からホウ酸やホウ酸の無機
塩、無機の硫酸塩、無機のフッ化物、金属硫化物が好ま
しい。具体的にはホウ酸、リチウム、ナトリウム、マグ
ネシウム、カルシ・ツムのボウ酸Jg、硫酸すトリウノ
\、)φ1酸カルシウム(石FR)、硫化カルシウム、
フッ化リチウム、クイフッ化ノー1〜リウム等があげら
れる。無機硫酸塩のなかでは、Ml酸カルシウム(石r
ri)は膨張性錠剤に成形する際表面硬度の高い錠剤が
得られるので特に9fましい。Next, the hydration reaction retarding substances used in the present invention are substances that have the effect of retarding the hydration reaction of calcium oxide, such as calcium sulfate (gypsum), 1allO sodium,
Sulfates such as aluminum sulfate, boric acid, lithium borate, inorganic salts of boric acid such as calcium borate 11, lithium fluoride A) Inorganic fluorides such as 1-lium silicofluoride, calcium sulfide, etc. In addition to sulfides, there are various inorganic compounds such as inorganic hydroxide AbFA acid 1n, sugars, polyhydric alcohols, and A-oxy acids. If the hydration reaction of calcium oxide is not a substance that can be
It is possible to suppress the protrusion phenomenon by molding it into a wooden shape and making it into an expandable tablet. Such a hydration reaction spreading agent must be uniformly mixed with a calcium oxide substance before molding, and then compression molded to form a homogeneous three-dimensional expanded tablet. If calci oxide and water phase adhesion agent are mixed and used without forming into a three-dimensional shape, it will be made into an aqueous slurry. In that case, the fluidity of the aqueous slurry may be lost, making it difficult to fill the loading hole, or a protrusion phenomenon may occur after filling.1-
Problems arise such as: The performance of the expandable material 9I of the present invention (such as the occurrence of a time-protrusion phenomenon following the development of expansion pressure) is not determined only by the hydration retardant material, but also by the properties of the calcium oxide material and the expansion when molded into a three-dimensional shape. The choice of hydration extender depends on the size and bulk density of the hydration tablet, so the choice of hydration extender must be made in consideration of these conditions. When the condensate filled in the straight hole is injected, the shape of the expandable tablet is difficult to collapse for a relatively long time. Inorganic salts, inorganic sulfates, inorganic fluorides, and metal sulfides are preferred. Specifically, boric acid, lithium, sodium, magnesium, boric acid Jg of calci tum, sulfuric acid triuno\,) φ1 calcium acid (stone FR), calcium sulfide,
Examples include lithium fluoride and fluoride. Among the inorganic sulfates, calcium chloride (stone r
ri) is particularly preferably 9f since tablets with high surface hardness can be obtained when molded into expandable tablets.
水和遅延物質と酸化カルシウムとの況合割含は水和uM
延ハ11の11能がものによって異なるために一概に五
合比率を限定することはできない。水和罪延剤の割合が
少ないと、例えば生石灰を単独で用いIこ場合のように
突出環Φを起しや1く、他方水和近延剤のnが多りぎる
と膨張圧発現に長時間を要し好ましくない。The proportion of hydration retarding substance and calcium oxide is hydration uM
Since the 11 functions of Enha 11 differ depending on the item, it is not possible to unconditionally limit the five-go ratio. If the proportion of the hydration spreading agent is small, for example, when quicklime is used alone, protruding rings Φ are likely to occur as in this case, while on the other hand, if the proportion of the hydration spreading agent is too large, it will take a long time to develop the expansion pressure. It is time consuming and undesirable.
水和理延物質と酸化カルシウムは粉末状で前もって均一
に1N合したのも圧縮成形して膨1浜性錠剤に成形りる
にはJ]錠機等の成形機が使える。その際、特に成形性
を良くする1=めに成形助剤(liill型剤)等の潤
たく剤を前もつ(粉末錠の膨張剤に混合してJ3 <こ
とがりTましい。The hydrated and rolled substance and calcium oxide are powdered and uniformly combined at 1N in advance, and then compressed and molded into swollen tablets using a molding machine such as a tablet machine. At that time, it is especially preferable to add a moisturizing agent such as a molding aid (liill molding agent) to improve moldability.
膨張ヤ1錠剤の形状は装填孔の孔口から注入りろ水がR
LI孔の孔底まで浸透しやすく、まlこ充填され1.、
:膨張性錠剤が水の注入ににって!7r3 J、る水和
反応で生じる水蒸気を膨張錠剤が膨張する前に各々の膨
張錠剤の粒子間を通って人気中に放出しやりいものが好
ましく、例λ、ば円柱体、IQ方体、円盤体および多面
体まI〔はこれらのものの角のとれたものおよび球体等
が望ましい。The shape of the expansion jar 1 tablet is such that the water is injected from the opening of the loading hole.
It easily penetrates to the bottom of the LI hole and is completely filled.1. ,
: Expandable tablets can be injected with water! Preferably, the water vapor generated in the hydration reaction of 7r3J can be released through the particles of each expandable tablet before the expandable tablet expands, such as λ, cylinder, IQ cube, etc. A disc, a polyhedron, a rounded object, a sphere, etc. are preferable.
P#服骨性錠剤体積は装填孔へ充填りる際の充填のしや
づさ、および装置直孔に充填されIこ孔の充填密度から
考え’c、%・隨屓孔の孔径が30〜100mIIlφ
の場合0.05〜100m 3の大きさが最も破砕効果
が大きい。膨張性錠剤の体積をo、o5cm3未満にす
ると突出現象が起りやJく、また10C1を越えると突
出現象は光lI’、 L)4.いが、破砕効果が減少す
ることになり、史に1彼砕時間−b遅れがちとなる。P# The volume of the osmotic tablet is determined based on the ease of filling when filling into the loading hole and the filling density of the straight hole of the device. 100mIIlφ
In the case of 0.05 to 100 m3, the crushing effect is the greatest. If the volume of the expansible tablet is less than 5cm3, the protrusion phenomenon is likely to occur, and if the volume exceeds 10C1, the protrusion phenomenon will be less likely to occur.4. However, the crushing effect will be reduced, and the crushing time will tend to be delayed by 1 time.
膨張性錠剤の嵩比重は取扱うとき錠剤がこわれにくい硬
さで、かつ装填孔に充填された後、水を注入して水和、
膨張反応がlIr1まり、初!!11の反応で発生ずる
水蒸気を膨In (’1錠剤の間を通って大気中に放出
されるまで錠剤の形がこわれない硬さが必要であり、高
化i1’i ’r2.0〜3.2が最も好ましい。;へ
比重が2.0未満の場合は取扱い時に形がこわれたり、
膨張の際に膨張圧が不足して被破砕物が完全に破砕され
にくい。他方高比重が3.2を越えたものは製造がむず
かしく、また膨張性錠剤の内ia+ ’\の水の浸透が
おそくなリリぎ好ましくない。The bulk specific gravity of the expandable tablet is such that the tablet is hard to break when handled, and after being filled into the loading hole, it is hydrated by injecting water.
The expansion reaction increases by lIr1 for the first time! ! The water vapor generated in the reaction of step 11 is expanded to In('1) It is necessary to have a hardness that does not break the shape of the tablet until it passes between the tablets and is released into the atmosphere. .2 is the most preferable; if the specific gravity is less than 2.0, the shape may be broken during handling,
During expansion, the expansion pressure is insufficient, making it difficult for the object to be crushed to be completely crushed. On the other hand, those with a high specific gravity exceeding 3.2 are difficult to manufacture and are undesirable because water permeation into the expandable tablet is slow.
本発明の方法によると被破砕物に充填され/、:fg服
性錠剤が、水和反応に伴って発生Jる水恭気を膨Ill
t!1錠剤の間隙を通って大気中に放出することによ
り、装填孔内部の水蒸気用が増入りることを防止し、装
填孔を50mmφ以上としでも、充填された膨張性錠剤
が孔外に突出りることがなく、膨張性錠剤の膨張圧を有
効に利用″cさ、また従来の破V1゛剤のようにあらか
じめ破砕剤と水を容器内C混合し、これを速やかに装填
孔に充填する作業がなくなり水のみを装填孔に充填され
/j膨張性錠剤に注入すればにいので、作業の効串化お
よび経汎効果の大きい破砕作業が可能となり、かつ突出
にJこる危険を防止づることかできる!こめイ′1業上
の安全11をより八めることができる。According to the method of the present invention, the tablets filled into the crushed material are swollen to remove the water vapor generated due to the hydration reaction.
T! By discharging into the atmosphere through the gap between each tablet, it is possible to prevent water vapor from increasing inside the loading hole, and even if the loading hole is 50 mm or more, the filled expansible tablets will not protrude outside the hole. The expansion pressure of the expandable tablet can be used effectively, and the crushing agent and water are mixed in advance in the container and this is quickly filled into the loading hole like the conventional crushing agent V1. This eliminates the work involved and only requires water to be filled into the loading hole and injected into the expansible tablet, making the work more effective and allowing for crushing work with a large systemic effect, while also preventing the danger of protrusion. You can do it! You can improve your occupational safety.
また破砕作業にJ3いて装填孔径50IRIIlφ以J
二の大きな孔径て膨張剤が使用できるため、一孔当りの
膨張剤の充填Φをより多く使用4゛ることができ、この
ため破砕力が増大りるたV)に孔の間隙を大きくとれる
ので破砕に必要/1孔数の削減が1iJ能であり、破砕
作業を効率的かつ経済的にする効果がある。また突出現
象が起らないために、従来の破砕剤では@砕りるまで1
2〜24時間必要としていICものが、1〜3時間でJ
み破砕時間が大幅に短縮できた。In addition, J3 is used for crushing work, and the loading hole diameter is 50IRIIlφ or more.
Since the expanding agent can be used with a larger hole diameter, it is possible to use a larger amount of expanding agent per hole, which increases the crushing force and allows the gap between the holes to be larger. Therefore, the number of holes required for crushing can be reduced by 1 iJ, which has the effect of making crushing work more efficient and economical. In addition, because the protrusion phenomenon does not occur, conventional crushing agents @1 until crushing
IC items that require 2 to 24 hours can be delivered in 1 to 3 hours.
The crushing time was significantly reduced.
以下実施例を用いて本発明を具体的に説明りる。The present invention will be specifically explained below using Examples.
実施例1
外径30 (l m mφ、高さ、300Ill■の円
柱状の11(−筋コンクリートに孔径eommφ、深さ
270mmの孔を穿孔したものを被破砕物とした。Example 1 A material to be crushed was a cylindrical reinforced concrete with a hole diameter of eommφ and a depth of 270 mm.
硬焼生石灰100重量部に2水石膏20fl’ff1f
fi部を粉末状で混合した後、圧縮成形して体積3CI
l13、嵩比重2.4の膨張性錠剤を冑Iζ。この膨張
性錠剤を被破砕物の装填孔に充填した後、水を充填し、
膨張剤の突出現象および]ンクリートの破砕状況を観察
した。100 parts by weight of hard calcined quicklime and 20fl'ff1f dihydrate gypsum
After mixing the fi part in powder form, it is compression molded to a volume of 3CI.
113, expansible tablets with a bulk specific gravity of 2.4. After filling the loading hole of the object to be crushed with this expandable tablet, water is filled,
The swelling agent protrusion phenomenon and the crushing of concrete were observed.
比較例1
硬焼生石灰のみを圧縮成形して得た体ff13cmJ、
高化重2.4の膨張性錠剤を用いた点を除いて他はリベ
ーC実/1lli例と同じ方法で破砕実験を行なった。Comparative Example 1 Body obtained by compression molding only hard-burned quicklime, ff13cmJ,
A crushing experiment was carried out in the same manner as in the Rebe C Example/1lli Example, except that expansible tablets with a high weight of 2.4 were used.
比較例2
硬焼生石灰100重量部に2水石告20重ω部をR)木
状で醒合し1.:11?、あらかじめ容器内で水とiI
コ含(重1■比40%)したものを実施例1ど同じ形状
の被破砕物にす♀く充填して破砕実I!う)を1j4I
:つlこ。Comparative Example 2 100 parts by weight of hard calcined quicklime was mixed with 20 parts by weight of dihydrite in a wood-like form.1. :11? , in advance with water in a container
Fill the same material to be crushed as in Example 1 with the same material (40% weight ratio) and crush it! U) 1j4I
: Tsulko.
比較+413
映 力!1:?」 J* +410iQ m 部 k−
2zJli’120mm1Eliから成るt5)末を混
合した後、か粒状に< 0.05am’以下の体l?1
)に成形したものを実施例1ど同じ形状の被破砕物に充
填した復水を11人して破&’? ’l:験をt−1な
った。Comparison +413 Ei Power! 1:? ” J* +410iQ m part k-
After mixing the t5) powder consisting of 2zJli'120mm1Eli, the body l? 1
) was filled into a material to be crushed having the same shape as in Example 1, and 11 people filled it with condensate and crushed it. 'l: The test became t-1.
実施例1および比較例1〜3の結果を表−1に示J0
表−1の結果から明らかなにうに本発明の実施例では突
出がなく、良好な破砕結果が得られIこが、水和遅延剤
のない膨張性錠剤(比較例1)、水和遅延剤はあるが水
と混合しスラリーにしてから孔に注入しlこもの(比較
例2)、や体積が0.05c1以下の成形体く比較例3
)の膨張剤では突出現象が発生し、コンクリート破砕に
有効な膨張圧が得られないことが判る。The results of Example 1 and Comparative Examples 1 to 3 are shown in Table 1. It is clear from the results in Table 1 that the Examples of the present invention had no protrusions and good crushing results were obtained. Expandable tablets without a hydration retarder (Comparative Example 1), swellable tablets with a hydration retarder but mixed with water to form a slurry and then injected into the holes (Comparative Example 2), and tablets with a volume of 0.05 c1 or less Comparative example 3 of molded body
) causes a protrusion phenomenon, indicating that an effective expansion pressure for crushing concrete cannot be obtained.
表−1
※ 実験開始1時間後の観察結果
実施例2〜G
表2に示した成分、形状、体積J3よび高比重の膨張性
錠剤を用いて破砕実験を行なった。Table 1 *Observation results 1 hour after the start of the experiment Examples 2 to G A crushing experiment was conducted using expandable tablets with the components, shape, volume J3, and high specific gravity shown in Table 2.
被破砕物とじCは実施例1で用いたのと同じ形状の二I
ンクリー1−を用い実施例1ど同様なIノ ン人 で
行 っ ノこ 。The material to be crushed C is bound by 2I of the same shape as used in Example 1.
Using the same method as in Example 1, using
Let's go.
結果を表−2に示1′。The results are shown in Table 2.
比較例4
表−2に示した成分、形状、体積および高比重の膨張1
1錠剤を用い破砕実験を行つ1こ。Comparative Example 4 Expansion 1 with components, shape, volume and high specific gravity shown in Table-2
A crushing experiment was conducted using one tablet.
被破砕物どしては実施例1で用いたのと同じ形状のコン
クリートを用い実施例1と同様な/j ン人 で 打
つ Iこ 。Concrete having the same shape as that used in Example 1 was used as the object to be crushed, and concrete was crushed by the same people as in Example 1.
Tsu Iko.
結果を表−2に示り“。The results are shown in Table 2.
表−2の61.果はホウ酸の無機塩な水和近延性物質を
して用いた例であるが本発明の実施例はいずれも知l’
) +!&+ ′c亀裂の発生が認められl(。他方体
積の大きい膨張性錠剤(比較例4)【五突出現象は発生
しなかったが、実験開始3tlXI間後で−よ亀裂の発
生は認められなかっノこ。61 of Table-2. This is an example in which an inorganic salt of boric acid is used as a hydration ductile substance, but none of the embodiments of the present invention are well known.
) +! The occurrence of cracks was observed (.On the other hand, the expansible tablet with a large volume (Comparative Example 4) Noko.
表−2
※ 実験開始1時間後に観察した破砕結果※察 取扱い
中に一部形のくずれたものが生じたので、その部分は除
いて実施例は行った。Table 2 * Crushing results observed 1 hour after the start of the experiment * Observations Some pieces lost their shape during handling, so the example was carried out with that part removed.
実施例7〜11
表−3に示しIこ膨張性錠剤を用いて実施例1ど同様な
方法で破砕実験を行なっl〔。Examples 7 to 11 Using the expandable tablets shown in Table 3, crushing experiments were conducted in the same manner as in Example 1.
比較例5
市販の破砕剤を用いて比較例2と同様な方法で破砕実験
を11なった。Comparative Example 5 A crushing experiment was carried out in the same manner as in Comparative Example 2 using a commercially available crushing agent.
実施例7〜゛11および比較例5の結果を表−3に示1
.市販の破砕剤では突出現象が発生して有効1.c膨I
R圧は得られないく比較例5)が、本発明の実施例では
突出現象は発生ぜず、良’Jf ’、に破砕結果が得ら
れていることが判る。The results of Examples 7 to 11 and Comparative Example 5 are shown in Table 3.
.. Commercially available crushing agents cause a protrusion phenomenon and are not effective 1. C swelling I
It can be seen that in Comparative Example 5), no R pressure was obtained, but in the example of the present invention, no protrusion phenomenon occurred and a good crushing result was obtained.
表−3
※ 実験開始2時間後に観察した結果
1″※ 水と混練し、スラリーにしてから孔に注入した
。Table 3 *Results observed 2 hours after the start of the experiment 1″* Kneaded with water to make a slurry and then injected into the hole.
第1図は本発明に係るコンクリート等の破砕り法の一実
111!!態様の断面図である。
1・・・コンクリ−1−等の被破砕物
2・・・装填孔 3・・・1iilFB性錠剤4・・・
穿孔2の孔口 5・・・穿孔2の孔底特R’F出願人
旭化成工業株式会社
代理人 弁理士 小 松 秀 岳
代理人 弁理士 旭 宏
第1図Figure 1 shows an example of the method for crushing concrete, etc. according to the present invention! ! FIG. 3 is a cross-sectional view of the embodiment. 1... Material to be crushed such as concrete 1- etc. 2... Loading hole 3... 1iilFB tablet 4...
Hole opening of drilling hole 2 5... Hole bottom special R'F applicant of drilling hole 2
Asahi Kasei Industries Co., Ltd. Agent Patent Attorney Hide Komatsu Agent Patent Attorney Hiroshi Asahi Figure 1
Claims (1)
利用してコンフート笠の脆性物体を静的に破砕するにあ
たり、酸化カルシウムとその水和反応遅延性物質を1休
どりるl111脹剤を圧縮成形してなる立体形の膨II
v(’1錠剤を装填孔に充填した後、水を注入り゛るこ
とを特徴とする静的破砕方法。 (21酸化カルシウムとその水和反応遅延性物質を主体
とするV5服剤を圧縮成形してなる体積が(1,05c
1以上で、かつ10c1以下の立体形に成形され]、:
静的破砕用膨張性錠剤。 (3) 立体形に成形された膨脳性錠剤の高比重が2.
0〜3.2 ′cある特許請求範囲第(2)項記載の静
的破砕用膨張性錠剤。 (/l) 水和反応〃延性物質がホウ酸、もしくはホウ
酸の無機Juである特許請求の範囲第(2)項記載の静
的破砕用膨張性錠剤。 +51 水和反応遅延性物質が無機の硫酸塩である特許
請求の範囲第(2)項記載の静的破砕用膨張性錠剤。 0 水和反応遅延性物質が無機のフッ化物である特許請
求の範囲第(2)項記載の静的破砕用膨張性錠剤。 V)水和反応性物質が金属硫化物である狛ニア1請求の
範囲第(2)項記載の静的破砕方法)11喬性錠剤。 (8)無機の硫酸塩が石膏である特許請求の範囲第(9
項記載の静的破砕用&ii眼性眼側錠剤9) ![!i
化化層ルシウム硬焼生石灰である特W1.請求の範囲第
(2)項記載の静的破砕用膨張性錠剤。[Claims] In statically crushing a brittle object of a comfort hat using the expansion pressure accompanying the hydration reaction of the Ill Ilf+jllH agent, calcium oxide and its hydration reaction retardant substance are removed by one step l111 Three-dimensional puff II made by compression molding a puffing agent
v('1 Static crushing method characterized by filling the tablet into the loading hole and then injecting water. The volume of the molded product is (1.05c
1 or more and formed into a three-dimensional shape of 10c1 or less]:
Expandable tablet for static crushing. (3) The high specific gravity of the three-dimensionally molded swelling tablet is 2.
0 to 3.2'c The expandable tablet for static crushing according to claim (2). (/l) Hydration reaction The expansible tablet for static crushing according to claim (2), wherein the ductile substance is boric acid or inorganic Ju of boric acid. +51 The expandable tablet for static crushing according to claim (2), wherein the hydration reaction retardant substance is an inorganic sulfate. 0. The expandable tablet for static crushing according to claim (2), wherein the hydration reaction retardant substance is an inorganic fluoride. V) Static crushing method according to claim (2), wherein the hydration-reactive substance is a metal sulfide. (8) Claim No. 9 in which the inorganic sulfate is gypsum
Static crushing and ophthalmic tablets described in Section 9)! [! i
Special W1. The expandable tablet for static crushing according to claim (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18921583A JPS6082152A (en) | 1983-10-12 | 1983-10-12 | Static crushing method and expansible tablet therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18921583A JPS6082152A (en) | 1983-10-12 | 1983-10-12 | Static crushing method and expansible tablet therefor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6082152A true JPS6082152A (en) | 1985-05-10 |
| JPH0436747B2 JPH0436747B2 (en) | 1992-06-17 |
Family
ID=16237478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18921583A Granted JPS6082152A (en) | 1983-10-12 | 1983-10-12 | Static crushing method and expansible tablet therefor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6082152A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103951303A (en) * | 2014-04-18 | 2014-07-30 | 石家庄市功能建材有限公司 | Anti-spraying agent for inhibiting soundless cracking agent from spraying holes |
| JP2018002897A (en) * | 2016-07-04 | 2018-01-11 | 三菱瓦斯化学株式会社 | Composition for expansion agent and expansion agent using the same |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59227969A (en) * | 1983-06-10 | 1984-12-21 | Mitsubishi Mining & Cement Co Ltd | Crushing agent for brittle material and method for crushing |
-
1983
- 1983-10-12 JP JP18921583A patent/JPS6082152A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59227969A (en) * | 1983-06-10 | 1984-12-21 | Mitsubishi Mining & Cement Co Ltd | Crushing agent for brittle material and method for crushing |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103951303A (en) * | 2014-04-18 | 2014-07-30 | 石家庄市功能建材有限公司 | Anti-spraying agent for inhibiting soundless cracking agent from spraying holes |
| CN103951303B (en) * | 2014-04-18 | 2016-06-22 | 石家庄市功能建材有限公司 | A kind of anti-spray suppressing soundless cracking agent spray orifice |
| JP2018002897A (en) * | 2016-07-04 | 2018-01-11 | 三菱瓦斯化学株式会社 | Composition for expansion agent and expansion agent using the same |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0436747B2 (en) | 1992-06-17 |
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