JPS58141276A - Crushing agent for brittle material - Google Patents

Crushing agent for brittle material

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Publication number
JPS58141276A
JPS58141276A JP2203882A JP2203882A JPS58141276A JP S58141276 A JPS58141276 A JP S58141276A JP 2203882 A JP2203882 A JP 2203882A JP 2203882 A JP2203882 A JP 2203882A JP S58141276 A JPS58141276 A JP S58141276A
Authority
JP
Japan
Prior art keywords
crushing
limestone
iron oxide
added
hydration
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
Application number
JP2203882A
Other languages
Japanese (ja)
Inventor
Mitsuo Hanada
花田 光雄
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.)
Yoshizawa Lime Industry Co Ltd
Original Assignee
Yoshizawa Lime Industry 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 Yoshizawa Lime Industry Co Ltd filed Critical Yoshizawa Lime Industry Co Ltd
Priority to JP2203882A priority Critical patent/JPS58141276A/en
Publication of JPS58141276A publication Critical patent/JPS58141276A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To provide a crushing agent which retards hydration reaction, easy to use in crushing operation and suitable for commercial production, prepared by pulverizing calcia clinker obtained by burning limestone which contains iron oxide, silica and magnesia as fluxes. CONSTITUTION:Iron oxide and silica and/or magnesia are added to raw material limestone in 3-15wt% as Fe2O3, 0.5-5wt% as SiO2 and 1-7wt% as MgO, respectively, based on the CaO content of the limestone. The mixture is burned and resultant calcia clinker is pulverized to produce a crushing agent which swells by hydration and shows crushing action. Hydration retarder such as gypsum, sugar and sodium carbonate is added to the pulverized calcia clinker for adjustment of hydrating property.

Description

【発明の詳細な説明】 本発明はカルンアクリンカーの水和膨張圧力を利用した
岩石、コンクリート等脆性物体の破砕剤に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a crushing agent for brittle objects such as rocks and concrete that utilizes the hydration expansion pressure of carunac linker.

近時、11盤、コンクリート構造物等の破砕、解体工事
が急増している。然して、これらは次第に都市の周辺に
多くなり、仁の際発生する騒音、振動、粉塵等によゐ公
害が多発している。
Recently, there has been a rapid increase in the number of crushing and demolition works for concrete structures. However, they are gradually becoming more common around cities, and the noise, vibrations, dust, etc. generated during these operations are causing a lot of pollution.

この公害対策として、各種の膨張性物質を被破砕体に充
積して、その廖談圧力により破砕する工法が発表され、
その代p的な1のとして生石灰破砕法が知られている。
As a countermeasure against this pollution, a method has been announced in which the object to be crushed is filled with various expandable substances and crushed by the pressure of the collapsing material.
The quicklime crushing method is known as an alternative method.

この工法の原理は次の通りである。The principle of this construction method is as follows.

生石灰(C@b)は水(HsO)と反応して消石灰[C
a(OR>m)とがり、反応時に発熱する。このCaO
→Ca(OR)mの反応時の体積**の圧力が脆性物体
の破砕に8用されるものである。然し、上記反応は非常
に速いものである喪めに、計画的KIlllB造物の解
体作業等に応用することは困難である。この丸めに、生
石灰の水利反応速度を遅延させる目的で槍程の薬剤(遅
延剤)音生石灰に混合することも行われている。然し、
これらの遅延剤によるC10の反応速度のコントロール
は充分でないのが現状である。
Quicklime (C@b) reacts with water (HsO) to form slaked lime [C
a(OR>m) It is sharp and generates heat during reaction. This CaO
→The pressure of the volume ** during the reaction of Ca(OR)m is the one used for crushing brittle objects. However, it is difficult to apply the above reaction to mourning, which is a very fast reaction, and to planned demolition work of KIllB structures. In order to delay the water utilization reaction rate of quicklime, a lance-sized amount of a chemical (retardant) is also mixed with the quicklime. However,
At present, the reaction rate of C10 cannot be sufficiently controlled by these retarders.

本発明け、従来の生石灰系II繰剤の有する欠点を除去
し、水利反応速度を充分に遅延させることを可能とし、
施工時に使用し易い、且つ工業的生型に遍し九脆性体の
破砕剤管徒供することt@的とする。
The present invention eliminates the drawbacks of conventional quicklime-based II refining agents and makes it possible to sufficiently retard the water utilization reaction rate,
It is intended to provide a crushing agent pipe that is easy to use during construction and is a brittle material for industrial green molds.

本発明の脆性体の破砕剤は、石灰石に対して酸化鉄及び
3ii*及び/又はマグネシアを7ラックスとして配合
したものを焼成して得られる、C10結晶の成長したカ
ルシ了クリンカーを微粉砕して力る本ので、単独に或い
はこれに水利速度遅蔦剤を配合して使用されるものであ
る。以下実施例に基いてその詳細を観明する1、 本発+a@は、先に、我が国に豊富な石灰石から耐火物
を製造する研究全行い、石灰石系耐火物の消化を防止す
るために、石灰石に少量の添加物を加えて高温焼成して
生石灰粒子のl1jlI!結を促進するか、或いは生石
灰粒子の表面管耐消化性のよい薄層で@6して石灰が直
接に水や水蒸気と接触するのを肋ぐか、2つの方法があ
ることを見出した。
The brittle crushing agent of the present invention is obtained by finely pulverizing calcined clinker in which C10 crystals have grown, which is obtained by firing a mixture of limestone and iron oxide and 3II* and/or magnesia at 7 lux. It is used alone or in combination with a water usage rate retarder. The details will be explained below based on the examples. A small amount of additives are added to limestone and fired at a high temperature to form quicklime particles. It has been found that there are two methods: to promote setting, or to prevent the lime from coming into direct contact with water or steam by placing a thin, digestible layer on the surface of the quicklime particles.

然して、本発明においては生石灰系膨張剤の耐消化性増
大のために、上記前者の方法をヒントとして、石灰質原
料になるぺ〈少量の添加物を加えることにより、しかも
北部的低温度で焼成して、生石灰粒子を成長させること
を研究し九。
However, in the present invention, in order to increase the digestibility of the quicklime-based swelling agent, we take the former method as a hint and create a calcareous raw material (by adding a small amount of additives and calcining at a low northern temperature). research on growing quicklime particles.

石灰石を高温焼成する場合、900〜1200℃の範囲
ではCaOの結晶粒子は1iクロンIikであるが、1
300℃以上になると急に成長して6ミクロン@匿とな
9、粒子の威畏に従い水和反応性が着しく低減する。C
aO結晶粒子の成長は、生石灰系破砕剤の場合、使用前
の消化を防止し、使用時の有効成分(従って破砕効率)
を高め、且破砕時間を延長することになる。
When calcining limestone at a high temperature, in the range of 900 to 1200°C, the crystal particles of CaO are 1i chlorine Iik, but 1
When the temperature exceeds 300°C, the particles suddenly grow to 6 microns (9), and the hydration reactivity gradually decreases as the size of the particles increases. C
The growth of aO crystal particles, in the case of quicklime-based crushing agents, prevents digestion before use and reduces the active ingredient (and therefore crushing efficiency) during use.
This will increase the crushing time and extend the crushing time.

本発明看は、工業規模で生石灰系破砕剤を製造する場合
、比軟的低温で、且短時間で石灰石を焼成してCaO結
晶を成長させる丸めに、原料石灰石に少量の遍轟なフラ
ックスを添加することを考えた。然して、先ず、酸化鉄
の添加が安価でもあυ、工業的に使用しやすく、且非常
に効果があることを認め良。石灰石に酸化鉄を添加して
焼成することによp生成するカルシウムフェライト(C
10・1’@lo@ l 2CaO・F@10m)によ
って、生石灰結晶粒子の成長が促進され、この結果生石
灰に空気中で長時間安定と1にシ、水中では数時間後か
ら水利が起ることが明らかとなった。カルシウムフェラ
イトは、そ0水i!性に関する試験報告によれば、水和
**性が着しく大きいことが知られておp1従ってCa
O結晶成長促進効果の外に、それ自身l1w&剤として
破砕効果を増大するものである。酸化鉄原料としては、
iルスケール、磁鉄鉱、赤鉄鉱、ラテライト、ハイライ
トシンダー等が用いられる。
When manufacturing quicklime-based crushing agents on an industrial scale, the present invention aims to apply a small amount of uniform flux to raw limestone in order to grow CaO crystals by calcining limestone at relatively low temperatures and in a short time. I thought about adding it. First, it should be recognized that the addition of iron oxide is inexpensive, easy to use industrially, and very effective. Calcium ferrite (C) is produced by adding iron oxide to limestone and firing it.
10・1'@lo@ l 2CaO・F@10m) promotes the growth of quicklime crystal particles, and as a result, quicklime becomes stable for a long time in air, and water utilization occurs after several hours in water. It became clear that Calcium ferrite is so water i! According to the test report regarding the hydration property, it is known that the hydration property is relatively large, and therefore the Ca
In addition to the effect of promoting O crystal growth, it also increases the crushing effect as an l1w& agent. As raw materials for iron oxide,
Irscale, magnetite, hematite, laterite, highlight cinder, etc. are used.

艷に本発wj4者は、酸化鉄と珪酸が共存する場合、低
温域において鉄珪I!塙2FeO−8iOm(faya
lile)が*rs、シ、これが生石灰結晶粒子の成長
を著しく促進すること、陣ちフラックスとして酸化鉄と
共にi!酸の添加の有効であること奮発見し友。この2
FeO−8i01の融点は1165℃であるが、FeO
と2FeO・5t(hが共存すると、その結晶点は11
25℃と更に低(なり、C10結晶粒子を均一に成長畜
せるものである。。
According to the present invention, when iron oxide and silicic acid coexist, iron silicate I! Hanawa 2FeO-8iOm (faya
lile) is *rs, shi, this significantly promotes the growth of quicklime crystal grains, and together with iron oxide as a camp flux i! A friend discovered that adding acid is effective. This 2
The melting point of FeO-8i01 is 1165°C, but FeO
When 2FeO.5t (h) coexists, the crystal point is 11
The temperature is even lower (25°C), which allows C10 crystal particles to grow uniformly.

又、上記以外に、 CaO結晶粒子の成長を促進し、耐
消化性を同上させるために、gehl@nit・とak
ermaniteの固溶体であるmel 111 to
 (2CaO・Al40B ’S 1o2−2CaO−
MgQ *310x系)も有効であや、更にironm
ontkcel 1 ite(CaO−Fe04i0m
) 4 有効であることを見出した。
In addition to the above, in order to promote the growth of CaO crystal particles and improve the digestion resistance, gehl@nit and ak were added.
mel 111 to which is a solid solution of ermanite
(2CaO・Al40B'S 1o2-2CaO-
MgQ *310x series) is also effective, and ironm
ontkcel 1 ite(CaO-Fe04i0m
) 4 It was found to be effective.

又、破砕剤の工業規模の製造のための7ラツクスとして
は、焼成が低温度で幾時間に行われること、生産性の点
から回転炉によって焼成出来ること等が考慮され喪。
In addition, as for the 7 lacs for industrial scale production of crushing agents, consideration has been given to the fact that the calcination is carried out at a low temperature for several hours, and that the calcination can be carried out in a rotary furnace from the viewpoint of productivity.

上述の如き研究に基き、CaO結晶粒子の成長促進に有
効な物質としてカルシウムフェライト、ファイアライト
、メリライト系の111以上を生成することの出来るフ
ラックス即ち酸化鉄原料(主成分: FeO,Fe3O
3+不純物: Blus eムJ!10m + T t
ow等)及び珪11J[料(主成分: 5ins 、不
純物: umOs +W@A(h等)及び/又はマグネ
シア原料(ドロ賃イト、ニッケルスラグ、蛇紋岩等)I
jI料石灰石灰石加して、約1000〜1500℃の温
度で焼成して得られ友4のが本発明の破砕鋼で、経済的
で且効果の高いものである。
Based on the above-mentioned research, we have found that a flux, i.e., an iron oxide raw material (main components: FeO, Fe3O
3+ Impurity: Blu em J! 10m + T t
(ow, etc.) and silicon 11J [material (main component: 5ins, impurity: umOs +W@A (h, etc.) and/or magnesia raw material (droitite, nickel slag, serpentine, etc.) I
The crushed steel of the present invention, which is obtained by adding limestone and calcining it at a temperature of about 1000 to 1500°C, is economical and highly effective.

次KI[斜方灰石に添加される7ラツクスの量的な関係
について述べる。
Next, we will discuss the quantitative relationship of 7 lux added to KI [orthorhombite].

酸化鉄の場合、添加量は石地石中のCaO量に対して酸
化鉄原料中のF・嘗01として5〜15餐(重量)であ
る。酸化鉄5−未満添加では生石灰の水利連に會抑制す
ることは困難で、実用性が低くなる。酸化鉄3g6以上
におりて生石灰の結晶粒子が成長し、C10の水利は徐
々にけじ箇り、Ca(OH)mの板状結晶が生成する。
In the case of iron oxide, the amount added is 5 to 15 sulfur (by weight) based on the amount of CaO in the iron oxide raw material. If less than 5% of iron oxide is added, it is difficult to suppress the water utilization of quicklime, and the practicality becomes low. When iron oxide exceeds 3g6, quicklime crystal particles grow, C10 water supply gradually erodes, and plate-like crystals of Ca(OH)m are formed.

従って、水利によ名温度上昇本おさえられる。このよう
な酸化鉄の作用は少量の珪酸添加、又マグネシア添加に
よシ増強される。適当な酸化鉄添加の上限は15−で、
更に過剰に酸化鉄管添加すれば、回転炉による石灰石焼
成の操業にあ九p%装入−が炉壁の耐火物に融着するよ
うにす÷會十骨なる喪め、焼成温度を上げることが出来
なくなυ、且この種クリンカーを粉砕したものは比重が
大きく表り、岩盤、コンクリート等に穿孔してこれを充
填するとき、スラリーの水分とクリンカー扮末とが分離
して、破砕効果を低下させるので好壕しく危い。
Therefore, the rise in temperature can be suppressed due to water conservancy. This effect of iron oxide is enhanced by the addition of a small amount of silicic acid or magnesia. The upper limit of suitable iron oxide addition is 15-,
Furthermore, if an excessive amount of oxidized iron pipe is added, in the operation of limestone firing in a rotary furnace, the 9% charge will be fused to the refractory material of the furnace wall, which will increase the firing temperature. In addition, crushed clinker has a large specific gravity, and when drilling into rock, concrete, etc., the moisture in the slurry and clinker powder separate, resulting in a crushing effect. It is dangerous because it lowers the

生石灰ペースの破砕剤において、C10結晶の成長のた
めに、少量の珪酸の存在は非常に有効である。籍に酸化
鉄と少量の珪酸の共存は、CaO結晶の成長を着しく促
進し、破砕剤保存時の消化を防止し、使用時の活性(破
砕の効果)を高める。珪鯛の添加量は、原料石灰石の性
質や酸化鉄の量にもよるが、通常珪酸原料中の8i偽量
として原料石灰石中のCaO量の(151/I(重量)
から効果が明らかに表る。然して、5嘔を超える量の珪
酸が酸化鉄と共存する場合にけ、高温において5C10
・a10ト2CaO−8101を生成し、遊−CaOが
減少するので好ましくtkい。
In quicklime paste crushing agents, the presence of small amounts of silicic acid is very effective for the growth of C10 crystals. The coexistence of iron oxide and a small amount of silicic acid strongly promotes the growth of CaO crystals, prevents digestion of the crushing agent during storage, and increases the activity (crushing effect) during use. The amount of sea bream added depends on the properties of the raw material limestone and the amount of iron oxide, but it is usually calculated as the amount of CaO in the raw limestone (151/I (weight)) as the 8i false amount in the silicic acid raw material.
The effect is clearly visible. However, when silicic acid in an amount exceeding 5% coexists with iron oxide, 5C10
- It is preferable because it generates a10 and 2CaO-8101 and reduces free -CaO.

思料石灰石に添加されるマグネシアの影響は、酸化鉄、
珪酸及び原料から避けられない状態で入ッテ来るム40
mとの共存によシ、低温でガラス質のメリライト系のマ
トリックスが成長することて、これによp生石灰の結晶
の成長を助け、破砕能力の大きい破砕剤をつくる。マグ
ネシアの添加量は、マグネシア原料中のMgOとして、
原料石灰石のCaO量に対し1慢から効果が認められる
が、7悌を趨えて奄効果は増大し表−〇従って、過轟倉
添加量Fi1〜7饅である。
The effect of magnesia added to Shishiro limestone is iron oxide,
Mums that inevitably come in from silicic acid and raw materials40
Due to the coexistence with M, a glassy melilite-based matrix grows at low temperatures, which supports the growth of P quicklime crystals and creates a crushing agent with high crushing ability. The amount of magnesia added is as MgO in the magnesia raw material.
The effect on the amount of CaO in the raw material limestone is recognized from 1 to 7 degrees, but the effect increases over 7 degrees.

以上述べ友ような、lA科万石灰石酸化鉄及び/又1d
 マグネシアを添加焼成して愈るカルシアタリンカ−け
、これを微粉砕するだけで水和廖11Kよる破砕剤とし
て使用出来ゐものである。然し、勿論ζOカルシアクリ
ンカー粉末に、水和性を費に調整する九めに、石膏、糖
−1#ts!ソーダ等の周知の水和速度遅鷺剤管添加し
て使用するこ゛とも出来る。
As mentioned above, lA family limestone iron oxide and/or 1d
The calcia-tarin carcasses produced by calcining the addition of magnesia can be used as a crushing agent in a hydration chamber of 11K by simply pulverizing them. However, of course, ζO calcia clinker powder, gypsum, sugar-1 #ts to adjust the hydration property! It is also possible to use a well-known hydration rate retarder, such as soda, by adding it.

次に実施例によシ本発明の詳細な説明すゐ。Next, the present invention will be explained in detail by way of examples.

1 311に示す如き組成の原料石灰石及び添加物(I
I化鉄鳳料としてミルスケール、珪*m科として珪石、
1グネシアfL料としてドロマイト)を用い、表2に示
す如自各配合によって、石灰石を焼成してカルシアクリ
ンカ−管つくつ九。焼成温度は1500℃、焼成時間は
1時間である。
1 311 Raw limestone and additives (I
Mill scale as iron phoenix I, silica as silica,
Calcia clinker tubes were made by calcining limestone and using dolomite as the material shown in Table 2. The firing temperature was 1500°C and the firing time was 1 hour.

l1lb成されたカルシアクリンカ−について、オート
クレーブ中で5気圧で1時間、水蒸気を用いて消化試験
を行い、C&0の残留率管調べ九。
The calcia clinker produced in 11lb was subjected to a digestion test using water vapor for 1 hour at 5 atmospheres in an autoclave, and the residual rate of C&0 was determined.

又、水利熱量計によシ水和温度を欄定し、水利温度の上
昇を調べた。この場合、水量は600cc。
In addition, we measured the hydration temperature using a water calorimeter and investigated the rise in water temperature. In this case, the amount of water is 600cc.

各水和試料は粉末度−88ミクロンのものを1522使
用し、10分後の温度上昇を比較し友。それらの試験結
果はlI2に示す通りでToゐ。
Each hydrated sample used 1522 powder with a particle size of -88 microns, and the temperature rise after 10 minutes was compared. The test results are as shown in lI2.

lI2より、フラックス添加O1k%A41、ミルスケ
ールのみを少量添加し九A2及びAS、ゼルスケール及
び珪石を本発明の有効表範囲外におiて少量加えたA4
の各試料においては、 CaO残冑率(II消化性)が
80SK達せず、水利温度上昇も40℃以上で、水利反
応速度の抑制が十分でない。
From lI2, flux addition O1k% A41, 9 A2 with only a small amount of mill scale added, and A4 with a small amount of AS and zel scale and silica added outside the effective table range of the present invention.
In each of the samples, the CaO residue rate (II digestibility) did not reach 80SK, the water usage temperature increased by 40°C or more, and the water usage reaction rate was not sufficiently suppressed.

これに対して、本発明によるFe2 On + 810
n vMgOの配合が行われえ試料轟5〜9は、すべて
Coo残留率が80qIN以上、水和温度上昇が40℃
未満で、耐消化性に優れ、使用時Oii砕効果を高く保
つことか出来ることを示している。
In contrast, Fe2 On + 810 according to the present invention
Samples Todoroki 5 to 9, in which n vMgO was blended, all had a Coo residual rate of 80 qIN or more and a hydration temperature increase of 40°C.
This shows that it has excellent digestion resistance and can maintain a high OII crushing effect during use.

2、 112の49のクリンカーに、石膏3悌、ベント
ナイト3−1庶60.29IIt−加えて、88ミクロ
ン簡残分10−となるまで粉砕して破砕剤とした。
2, 112 49 clinker, 3 tons of gypsum and 3-1 tons of bentonite were added to 60.29 IIt and crushed to a 88 micron residue of 10 to obtain a crushing agent.

これを−15a*、高さ30smのコンクリート供試体
(C:8:A=1:2:4、W/c 5016 )の中
央に穿孔した孔径25−1孔畏253の孔にスラリーと
して注入した。スラリー中の水分は配合クリンカーに対
して50sとし、・た。
This was injected as a slurry into a hole with a diameter of 25-1 and a diameter of 253 drilled in the center of a -15a*, 30sm high concrete specimen (C:8:A=1:2:4, W/c 5016). . The water content in the slurry was 50s with respect to the blended clinker.

この結果、供試体コンクリートは、5時間で亀裂が発生
し、11時間で完全に崩壊した。
As a result, the concrete specimen developed cracks in 5 hours and completely collapsed in 11 hours.

五 表2のA65のクリンカーに、石膏5s1ベントナ
イ)516、庶糖[1,1囁を加えて、実施例2の場合
と同様に粉砕し、コンクリート供試体の試験を行ったと
ζろ、7時間で亀裂発生、13時間で崩壊した。
5) To the clinker of A65 shown in Table 2, gypsum (5s1 bentonite) 516 and sucrose [1,1 saccharide] were added and crushed in the same manner as in Example 2, and a concrete specimen was tested. Cracks appeared and the building collapsed in 13 hours.

4、l[I2の17のクリンカーに石膏2s、ベントナ
イト3饅、庶糠0.116、無水IILIlンーダα5
嘔を添加、粉砕して破砕剤とした。
4, l [17 clinker of I2, 2 s of gypsum, 3 pieces of bentonite, 0.116 s of rice bran, anhydrous II LIl powder α5
A pulverizer was added and pulverized to make a crushing agent.

石灰石鉱床において、−面自由な約50m/の画積の部
分K、りp−ラードリルにて孔1150 ml、孔長s
m、ピッチ60a+の千鳥形に―孔し、予め孔中にポリ
エチレンの袋を入れ、この中に上記破砕剤tスラリーと
して充填した。(III!の使用は、石灰石鉱床には自
然のクラックが多いためである。)この結果、6時間で
亀裂が発生し、24時間では亀裂lIが8−壕でに成長
し、ユンポにより容1に採鉱が出来た。
In a limestone deposit, - a part K with a surface free area of about 50 m/hole, a hole of 1150 ml with a riplar drill, and a hole length s.
Holes were made in a staggered manner with a pitch of 60a+, and a polyethylene bag was placed in the holes in advance, and the crushing agent T slurry was filled into the bags. (III! is used because there are many natural cracks in limestone deposits.) As a result, a crack occurs in 6 hours, and in 24 hours, the crack II grows to 8-trench, and the volume increases by 1. Mining was possible.

代1人′□弁理士 佐 藤 正 年1 person'□Patent attorney Tadashi Sato

Claims (1)

【特許請求の範囲】[Claims] 原料石炭石に対し、その含有CaO量の3〜15重量饅
重量化鉄及びcL5〜5重量饅の珪酸及び/又は1〜7
重量囁のマグネシアを配食し、仁の配合物を焼成して得
られ喪カルシアクリンカーを微粉砕してなる脆性体の破
砕剤。
For the raw material coal stone, 3 to 15 weight iron and cL 5 to 5 weight silicic acid and/or 1 to 7 of the CaO content thereof are added.
A brittle crushing agent made by finely pulverizing the mourning calcia clinker obtained by distributing the weight of magnesia and firing a mixture of kerosene.
JP2203882A 1982-02-16 1982-02-16 Crushing agent for brittle material Pending JPS58141276A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2203882A JPS58141276A (en) 1982-02-16 1982-02-16 Crushing agent for brittle material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2203882A JPS58141276A (en) 1982-02-16 1982-02-16 Crushing agent for brittle material

Publications (1)

Publication Number Publication Date
JPS58141276A true JPS58141276A (en) 1983-08-22

Family

ID=12071771

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2203882A Pending JPS58141276A (en) 1982-02-16 1982-02-16 Crushing agent for brittle material

Country Status (1)

Country Link
JP (1) JPS58141276A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4630779A (en) * 1984-08-02 1986-12-23 Nippon Mining Co., Ltd. Method for discharging consolidated waste catalyst
KR100403913B1 (en) * 2001-01-15 2003-10-30 주식회사 인트켐 Non-explosive demolition agent recycling industrial wastes

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55142894A (en) * 1979-03-20 1980-11-07 Onoda Cement Co Ltd Agent for breaking brittle piece
JPS5667059A (en) * 1979-11-01 1981-06-05 Onoda Cement Co Ltd Destroying agent for brittle matter
JPS5681779A (en) * 1979-12-01 1981-07-04 Sumitomo Cement Co Breaking material

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55142894A (en) * 1979-03-20 1980-11-07 Onoda Cement Co Ltd Agent for breaking brittle piece
JPS5667059A (en) * 1979-11-01 1981-06-05 Onoda Cement Co Ltd Destroying agent for brittle matter
JPS5681779A (en) * 1979-12-01 1981-07-04 Sumitomo Cement Co Breaking material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4630779A (en) * 1984-08-02 1986-12-23 Nippon Mining Co., Ltd. Method for discharging consolidated waste catalyst
KR100403913B1 (en) * 2001-01-15 2003-10-30 주식회사 인트켐 Non-explosive demolition agent recycling industrial wastes

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