JPS59159877A - Breaking agent for brittle substance - Google Patents

Breaking agent for brittle substance

Info

Publication number
JPS59159877A
JPS59159877A JP3364683A JP3364683A JPS59159877A JP S59159877 A JPS59159877 A JP S59159877A JP 3364683 A JP3364683 A JP 3364683A JP 3364683 A JP3364683 A JP 3364683A JP S59159877 A JPS59159877 A JP S59159877A
Authority
JP
Japan
Prior art keywords
parts
quicklime
agent
carbonate
water
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
JP3364683A
Other languages
Japanese (ja)
Inventor
Yoshio Makino
間木野 義雄
Toshiaki Kakinuma
柿沼 俊明
Tomio Iwata
岩田 富雄
Masumi Ito
伊藤 真純
Takami Hirose
孝美 廣瀬
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.)
Fujisawa Pharmaceutical Co Ltd
Mitsubishi Mining and Cement Co Ltd
Mitsubishi Industries Cement Co Ltd
Original Assignee
Fujisawa Pharmaceutical Co Ltd
Mitsubishi Mining and Cement Co Ltd
Mitsubishi Industries Cement 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 Fujisawa Pharmaceutical Co Ltd, Mitsubishi Mining and Cement Co Ltd, Mitsubishi Industries Cement Co Ltd filed Critical Fujisawa Pharmaceutical Co Ltd
Priority to JP3364683A priority Critical patent/JPS59159877A/en
Priority to US06/522,671 priority patent/US4717503A/en
Priority to AT83108049T priority patent/ATE24884T1/en
Priority to DE8383108049T priority patent/DE3369120D1/en
Priority to EP83108049A priority patent/EP0103194B1/en
Publication of JPS59159877A publication Critical patent/JPS59159877A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To provide a breaking agent for brittle substance such as rock, which has sufficient fluidity time even in winter season and is capable of producing a high hydration expansion pressure, prepared by adding a fluidizing agent and a carbonate to quick lime, fllowed by crushing. CONSTITUTION:The breaking agent for brittle substance (e.g. rock or concrete) is prepared by adding 0.1-5pts.wt. fluidizing agent (e.g. formalin condensate of naphthalenesulfonic acid) and 0.05-5pts.wt. carbonate (g. sodium carbonate) to 100pts.wt. quick lime. For improved performance, about 0.1-5pts.wt. water is added for partial slaking of the lime. For application, 20-50pts.wt. water is added to 100pts.wt. breaking agent to prepare an aqueous slurry, which is poured into a hole made in a brittle substance to cause breaking of the substance by expansive force of the slurry.

Description

【発明の詳細な説明】 この発明は岩石、コンクリート、煉瓦などの所謂脆性物
体を火薬類を用いるこさなく破砕するだめの破砕剤に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a crushing agent for crushing so-called brittle objects such as rocks, concrete, and bricks without using explosives.

さらに詳しくは生石灰、流動1ヒ剤および炭酸塩との混
合粉末からなる脆性物体の破砕剤(で関する。
More specifically, it relates to a crushing agent for brittle objects consisting of a mixed powder of quicklime, fluidizing agent, and carbonate.

生石灰の水和による膨張力を利用した多くの提案がなさ
れている。具体的には脆性物体に孔を穿設し、その孔中
に生石灰の水性スラリーを充填し、その膨張力により脆
性物体を破砕する方法であるが、一般に生石灰の水和反
応は非常に激しく、生石灰粉末に水を加えて撹拌し、水
性スラリーを得ようとすると混練中に発熱したり、スラ
リーにこわばりが生じ、孔中に充填するのに必要な流動
性を保持でき々かったりする。これらの好捷しくない現
象は、気温の上昇す込夏期、すなわち水和反応速度の大
きい高温時に顕著に起こる。これらの好捷しくない現象
は生石灰に加える水の畢を増やぜば多少軽減されるもの
の、その場合には水和膨張圧が低下し、所期の目的を達
することができない。また、生石灰の水性スラリーはス
ラリーを孔。
Many proposals have been made that utilize the swelling power of quicklime due to hydration. Specifically, this method involves drilling a hole in a brittle object, filling the hole with an aqueous slurry of quicklime, and using the expansion force to crush the brittle object, but in general, the hydration reaction of quicklime is very violent. When water is added to quicklime powder and stirred to obtain an aqueous slurry, heat is generated during kneading and the slurry becomes stiff, making it difficult to maintain the fluidity necessary to fill the pores. These unfavorable phenomena occur conspicuously during summer when the temperature rises, that is, at high temperatures when the hydration reaction rate is high. Although these unfavorable phenomena can be alleviated to some extent by increasing the amount of water added to the quicklime, in that case the hydration expansion pressure decreases, making it impossible to achieve the desired purpose. In addition, an aqueous slurry of quicklime is used to pore the slurry.

中に充填した後にも、生石灰の水和反応がさらに進み、
内温か上昇し、そのために反応がさらに加速されて、遂
には沸騰点に達し、水蒸気とともにスラリーが孔の開口
部から爆発的に噴き上がる所一方、気温の低い冬期には
水和反応速度そのものは夏期に比較して小さくなるもの
の、生石灰のみから得た水性スラリーでは該スラリーを
脆性物体に¥設した孔中に充填しうる程度の流動性を有
する時間(以下、流動性保持時間という)はそれでもな
お短かく、捷た水和膨張圧の発現も充分でない。
Even after filling the inside, the hydration reaction of quicklime continues to progress,
The internal temperature rises, which further accelerates the reaction until it reaches the boiling point and the slurry explodes out from the hole opening along with water vapor.On the other hand, in the winter when the temperature is low, the hydration reaction rate itself slows down. Although it is smaller than in the summer, the time required for an aqueous slurry obtained only from quicklime to have enough fluidity to fill a hole in a brittle object (hereinafter referred to as fluidity retention time) is still short. Furthermore, it is short and the expression of hydration swelling pressure is not sufficient.

この発明の発明者は冬期において充分な流動性保持時間
が収れ、かつ高い水和膨張圧を発現する脆性物体の破砕
剤を得るべく鋭意研究し、生石灰に流動化・荊と炭酸塩
を加えた処方かこの目的を達成しつるものであるとの結
論に至りこの発明を完成した。
The inventor of this invention conducted extensive research in order to obtain a crushing agent for brittle objects that has sufficient fluidity retention time in winter and develops high hydration expansion pressure, and added fluidization, thorns, and carbonate to quicklime. This invention was completed after coming to the conclusion that a new formulation could achieve this purpose.

この発明の混合粉末は、例えば生石灰100重帛部に対
し、流動化剤0.1〜5重昂部および炭酸塩0.05〜
5重刊部を添加して粉砕することによって製造すること
ができる。
The mixed powder of the present invention includes, for example, 100 parts by weight of quicklime, 0.1 to 5 parts by weight of plasticizer, and 0.05 to 0.05 parts by weight of carbonate.
It can be produced by adding 5 parts and pulverizing.

粉末にする際の粉末度は、一般的には粉末度を高く、即
ち比較的細かく粉砕すると、得られる混合粉末の水和反
応が比較的進みやすくなり、混合粉末に水を加えて水性
スラリーとした場合に、流動性保持時間が短くなり、そ
の反面粉末度を低く、即ち比較的粗く粉砕すると、得ら
れる混合粉末の水和反応が比較的進みにくくなり、流動
性保持時間が長くなる。壕だ、同程度の粉末度であって
も、原料として用いる生石灰の品質、流動化剤および炭
酸塩の種類によっても流動性保持時間が変ってくる。さ
らに、流動性保持時間は水性スラリーを調製する際に用
いる水の昂、その温度および外気温などによっても異な
ってくる。以上のように、この発明の混合粉末の効果は
、諸伏子により影響を受けるのでその粉末度を明確に限
定することはこの発明の性格を勘案ずれば必ずしも妥当
ではないが、大略、例えば88戸n飾残分が10〜60
%程度となる粉末度が適当である。
Generally speaking, the fineness of the powder is high, that is, when the powder is ground relatively finely, the hydration reaction of the resulting mixed powder proceeds relatively easily, and water is added to the mixed powder to form an aqueous slurry. In this case, the fluidity retention time is shortened, and on the other hand, if the fineness is low, that is, if the powder is ground relatively coarsely, the hydration reaction of the resulting mixed powder becomes relatively difficult to proceed, and the fluidity retention time becomes long. However, even if the powder level is the same, the fluidity retention time will vary depending on the quality of the quicklime used as a raw material, the type of fluidizing agent, and the carbonate. Furthermore, the fluidity retention time also varies depending on the strength of the water used in preparing the aqueous slurry, its temperature, and the outside temperature. As mentioned above, the effect of the mixed powder of this invention is affected by various powders, so it is not necessarily appropriate to clearly limit its fineness considering the nature of this invention, but roughly speaking, for example, 88 Door n decoration remaining 10-60
A powder degree of about 1.9% is appropriate.

この発明で使用する生石灰は一般に市販されている塊状
生石灰もしくはこれを例えば10 mm 篩全通程度に
粗砕して得られる粗砕°生石灰を使用することができる
が、この発明の効果が特に@名に現われるのは、所謂硬
焼生石灰きいわれる焼成#8J:渥度が1.200〜1
.400 ’Cで得られる生石灰であって、最も好まし
いのけその活IPJ一度が日本石灰協会参考試験法にお
ける1ooy法の1o分値が200 ttle以下の生
石灰である。
The quicklime used in this invention can be generally commercially available lump quicklime or coarsely crushed quicklime obtained by crushing it to the extent that it can be passed through a 10 mm sieve, but the effects of this invention are particularly @ What appears in the name is the so-called hard calcined quicklime, fired #8J: the degree of permeability is 1.200 to 1.
.. Among the quicklime obtained at 400'C, the most preferable quicklime is quicklime with a 1o fraction value of 200 ttle or less according to the 1ooy method in the Japan Lime Association reference test method.

この発811に用いうる炭酸塩としては炭酸捷たは重炭
酸のリチクム塩、ナト、’4、クム塩、カリウム塩なと
のアルカリ金属塩、トリエチルアミン塩、ジェタノール
アミン塩、トリエタノールアミン塩などの有機塩基塩が
挙げられる。これらの炭酸塩は単独で用いてもよく、あ
るいけ2種以上を併用して用いてもよい。
Carbonates that can be used in this reaction 811 include lyticum salts of carbonate or bicarbonate, alkali metal salts such as nato, '4, cum salts, potassium salts, triethylamine salts, jetanolamine salts, triethanolamine salts, etc. Examples include organic base salts. These carbonates may be used alone or in combination of two or more.

流動化剤としてはナフタレンスルホン酸のポル−t l
)ンM合物、メラミンスルホン酸のポルマリン縮合物も
しくはりゲニンスルホン酸、まだは、それらのナトリウ
ム塩、カリウム塩などのアルカリ金属塩、カルシウム塩
、マグネシクム塩などのアルカリ土類金属塩、アンモニ
ウム塩、トリメチルアミン塩、トリエチルアミン塩、ジ
ェタノールアミン塩、トリエタノールアミン塩などの有
機塩などが挙げられ、これらの流動化剤は単独で用いて
もよく、あるいは2種以上を併用して用いてもよい。
As a fluidizing agent, naphthalene sulfonic acid pol-tl is used.
) M compound, polymarine condensate of melamine sulfonic acid or polygenine sulfonic acid, their alkali metal salts such as sodium salts and potassium salts, alkaline earth metal salts such as calcium salts and magnesium salts, and ammonium salts. , trimethylamine salt, triethylamine salt, jetanolamine salt, triethanolamine salt, and other organic salts, and these fluidizing agents may be used alone or in combination of two or more. .

この発明に用いられる流動化剤および炭酸塩の添加」は
、破砕剤が使用される温度、使用する生石灰の性状およ
び粉末度、生石灰に対する終部加算(流動化剤と炭酸塩
の添加部の総計)および流動化剤と炭酸塩との混合比な
どによって異なるので、添加部を明確に限定することは
この発明の性格を勘案すれば必ずしも妥当でない。
The addition of the superplasticizer and carbonate used in this invention includes the temperature at which the crushing agent is used, the properties and fineness of the quicklime used, and the final addition to the quicklime (total addition of the superplasticizer and carbonate). ) and the mixing ratio of the fluidizing agent and carbonate, etc., so it is not necessarily appropriate to clearly limit the addition part, taking into account the nature of the present invention.

大略、終部放置としては、生石灰1’OO重憚部に対し
破砕剤の使用される温度が一5〜15°C程度において
は0.1〜3重量部が好捷しい。
Generally speaking, when the final part is left to stand, it is preferable to use 0.1 to 3 parts by weight of 1'OO heavy part of quicklime when the crushing agent is used at a temperature of about 15 to 15°C.

捷だ、塊状または粗砕生石灰を粉砕する際に、生石灰l
OO重弼°部に対し、0.1〜5重創部の水を添加し、
生石灰を部分的に消化することによってさらに好ましい
破砕剤を得ることができる。ここで生石灰を部分的に消
化するために用いる水は単独で用いてもよく、上記流動
化剤あるいは炭酸塩とともにそれらの水溶液もしくは水
懸濁液として用いることもできる。
When crushing lumpy or coarsely crushed quicklime,
Add 0.1 to 5 parts of water to 0 parts of OO,
More preferred crushing agents can be obtained by partially digesting quicklime. The water used to partially digest the quicklime may be used alone, or may be used together with the fluidizing agent or carbonate as an aqueous solution or suspension thereof.

この発明の脆性物体の破砕剤の製造法の実施態様を具体
的に述へると次の通りである。
The specific embodiments of the method for producing a crushing agent for brittle objects according to the present invention are as follows.

1)塊状生石灰またはこれを1OTITn篩全通の粒度
に粗砕して得られる粗砕生石灰を粉砕し、この生石灰粉
末100重昂部用対し、流動イヒ剤0.1〜5重遍部お
よび炭酸塩005〜5重昂部を部用し混合して目的とす
る破砕剤混合粉末を得る。
1) Pulverize lump quicklime or coarsely crushed quicklime obtained by crushing it to a particle size that can pass through a 1OTITn sieve, and add 0.1 to 5 parts of a fluidizing agent and carbonate to 100 parts of this quicklime powder. 005 to 5 parts and mix to obtain the intended crushing agent mixed powder.

この際、粉末生石灰の粉末度は88μIII lb残分
が10〜60%となるのが好捷しい。
At this time, the fineness of the powdered quicklime is preferably 88 μIII lb with a residual content of 10 to 60%.

2)塊状生石灰捷たはこれを“10mm前j全通の粒度
に粗砕して得られる粗砕生石灰100重用部に対し、流
動化剤0.1〜5重句部および炭酸塩005〜5重側部
を・添加した混合物を粉砕し目的とする破砕剤混合粉末
を得る。
2) 0.1 to 5 parts of fluidizing agent and 0.5 to 5 parts of carbonate per 100 parts of crushed quicklime obtained by crushing lump quicklime or crushing it to a particle size of 10 mm. The mixture to which the heavy side is added is crushed to obtain the desired crushing agent mixed powder.

この際、混合粉末の粉末度は88 fim 671重残
分が10〜60%となるのが好ましい。
At this time, the fineness of the mixed powder is preferably such that the 88 fim 671 heavy residue is 10 to 60%.

3)塊状生石灰を例えば10rIm篩全通の粒度に粗砕
し、得られる粗砕生石灰100重(7)・部に対し、流
動化剤01〜5重計部と水0.1〜5重昂部か部用る水
溶液もしくは水懸濁液を加え、更に炭酸塩005〜5重
量部を添加し粉砕して目的とする破砕剤混合粉末を得る
3) For example, coarsely crush the lump quicklime to a particle size that can pass through a 10rIm sieve, and add 0.1 to 5 weight parts of plasticizer and 0.1 to 5 weight parts of water to 100 parts by weight (7) parts of the resulting coarsely crushed quicklime. The first part of the aqueous solution or suspension is added, and 5 to 5 parts by weight of carbonate 000 is further added and pulverized to obtain the intended crushing agent mixed powder.

この1際、粉末生石灰の粉末度は、881m篩残分が1
0〜60%となるのが好捷しい。
At this time, the fineness of the powdered quicklime was 881m, and the residue on the sieve was 1.
A range of 0 to 60% is preferable.

4)塊状生石灰を例えば10 mrn篩全通の粒度に粗
砕し、第1工程として粗砕生石灰100重量部に対し、
01〜5重劉部の水に流動化剤を0.1〜5重箱部加え
た水溶液もしくは水懸濁液を加えて粉砕し、混合粉末と
しだ後、第2工程として炭酸塩0.05〜5重閉部を加
え均一化して目的とする粉末を得る。
4) Crushed lump quicklime to a particle size that can pass through a 10 mrn sieve, for example, and as a first step, for 100 parts by weight of coarsely crushed quicklime,
An aqueous solution or aqueous suspension containing 0.1 to 5 parts of a superplasticizer to 0.1 to 5 parts of water is added and pulverized to form a mixed powder, followed by a second step of adding 0.05 to 5 parts of carbonate. Add a 5-fold closed section and homogenize to obtain the desired powder.

この除、混合粉末の粉末度は、88.4u+飾残分が1
0〜60%となるのが好捷しい。
After this, the fineness of the mixed powder is 88.4u + decoration residue is 1
A range of 0 to 60% is preferable.

以上の方法で製造した脆性物体の破砕剤100重畢部に
水20〜50重昂部を部用て混練して該破砕剤の水性ス
ラリーとし、該スラリーを脆性物体に穿設した孔中に注
入し放置することにより該スラリーの膨張力を利用して
脆性物体を破砕することができる。
100 parts by weight of the crushing agent for the brittle object produced by the above method are mixed with 20 to 50 parts by weight to form an aqueous slurry of the crushing agent, and the slurry is injected into the hole drilled in the brittle object. By allowing the slurry to stand, the expansion force of the slurry can be used to crush brittle objects.

ここで、スラリー〇注入後の放置時間は通常10〜24
時間程度であるが、この放置時間は破砕物体の強度など
によって適宜選択される。
Here, the standing time after pouring the slurry is usually 10 to 24 hours.
This time period is appropriately selected depending on the strength of the crushed object and the like.

寸だ、破砕物体としては例えば岩石−、コンクリート、
煉瓦々どが挙げられる。
Examples of crushed objects include rocks, concrete,
Examples include bricks.

尚、流動化剤および炭酸塩を予め水に溶解し、ここに生
石灰粉末を加え水性スラリーとする方法でも同様な効果
を得ることができる。
The same effect can also be obtained by dissolving the fluidizing agent and carbonate in water in advance and adding quicklime powder to form an aqueous slurry.

すなわち、捷ず流動化剤01〜5重昂部部用酸塩0.0
5〜5重量部を水20〜50重用部に溶解し、ここに生
石灰粉末100重霜部を加えスラリー化すると、混練時
の発熱を防止できるとともに十分な流動・N゛を保持で
き、捷だ脆性物体に穿設した孔中に該スラリーを注入し
放置することにより脆性物体を破砕することができる。
That is, 0.0 to 0.0 0.0 of the acid salt for the thickening part
By dissolving 5 to 5 parts by weight in 20 to 50 parts by weight of water and adding 100 parts by weight of quicklime powder to form a slurry, it is possible to prevent heat generation during kneading and maintain sufficient fluidity and N, making it easy to sludge. The brittle object can be crushed by injecting the slurry into a hole drilled in the brittle object and leaving it to stand.

以下、実施例によって本発明を説明する。The present invention will be explained below with reference to Examples.

なお、実施例において、脆性物体の破砕剤の性能を確認
するだめの試験は、以下の試験方法て行。た。
In addition, in the examples, the test to confirm the performance of the crushing agent for brittle objects was conducted using the following test method. Ta.

a)膨張圧力の測定 を40 cmの長さに切断したパイプの一端を鋼板に溶
接し、開口部を上にして鉛直に立てる。パイプの外周2
か所にペーパーストレンゲージを装着し、パイプの開口
部から破砕剤を所定量の水と混練して得た水性スラリー
を充填してパイプ外壁を冷却しながらパイプの膨張静ひ
ずみを測定し、計算によって膨張圧(lv f /c!
11)  を求めた。
a) Measurement of inflation pressure One end of the pipe cut into a length of 40 cm is welded to a steel plate, and the pipe is stood vertically with the opening facing upward. Pipe outer circumference 2
A paper strain gauge is attached to the opening of the pipe, and an aqueous slurry obtained by mixing a crushing agent with a predetermined amount of water is filled, and the expansion static strain of the pipe is measured and calculated while cooling the pipe outer wall. by inflation pressure (lv f /c!
11) was calculated.

この発明の脆性物体の破砕剤として用いるのに必要な膨
張圧は脆性物体の種類によっても異々る  −が、大略
200 kFlf/cd以上が望ましい。
The expansion pressure necessary for use as a crushing agent for brittle objects according to the present invention varies depending on the type of brittle object, but it is preferably about 200 kFlf/cd or more.

b)流動性保持時間の測定 土木学会のPCCグラフト定用Jロートを使用し、破砕
剤を所定量の水と混練して水性スラリーとし、その64
0 meがJロートを流下する際の所要時間(秒)を経
時的に求め、その所要時間が30秒以内である時間帯を
流動性保持時間としだ。
b) Measurement of fluidity retention time Using a J-funnel for PCC grafting from the Japan Society of Civil Engineers, mix the crushing agent with a predetermined amount of water to form an aqueous slurry.
The required time (seconds) for 0 me to flow down the J-funnel is determined over time, and the period in which the required time is within 30 seconds is defined as the fluidity retention time.

実施例1 焼成帯温度1,200〜1,400°Cで焼成した硬焼
塊状生石灰を粗砕し、10 mm 篩で全通した生石度
が88μm篩残分で37%と々るように粉砕した。
Example 1 Hard calcined lump quicklime calcined at a calcining zone temperature of 1,200 to 1,400°C was coarsely crushed and crushed so that the degree of greenstone obtained by passing through a 10 mm sieve reached 37% with a sieve residue of 88 μm. did.

得られた粉末100重串部に対し、ナフクレンスルボン
酸ホルマリン縮合物のナトリウム塩(以下NSAと略す
)および炭酸ナトリウムを第1表の割合いて加え、均一
化して脆性、物体の破砕剤を得た。得られた破砕剤10
0重尾部に対して5°Cの水30重部部を加えて混練し
、スラリーの流動性保持時間と膨張圧を5°Cの室内で
測定した。
To 100 parts of the obtained powder were added sodium salt of napucrene sulfonic acid formalin condensate (hereinafter abbreviated as NSA) and sodium carbonate in the proportions shown in Table 1, and the mixture was homogenized to obtain a brittle and object crushing agent. Ta. Obtained crushing agent 10
30 parts of water at 5°C was added to the 0 parts and kneaded, and the fluidity retention time and expansion pressure of the slurry were measured in a room at 5°C.

第   1   表 実施例2 前記粗砕生石灰50k17に、その100重小部当りN
5A1.]4重慴部と炭酸ナトリ部用03重昂部、お!
び水1型開部を加え、粉末度が88μm711’1Fj
i残分40%となるように粉砕した。得られた破砕剤1
00M昂部に対し5°Cの水30重G1部を加え、混練
して得たスラリーの流動性保持時間および膨張圧を5°
Cの室内で測定した。流産1性保持時間は75分、24
時間後の膨張圧は2301<gf/crdであった。
Table 1 Example 2 N per 100 parts of the coarsely crushed quicklime 50k17
5A1. ] 03 Chong Hui Club for 4 Chong Hui Club and Carbonated Sodium Club, oh!
Add water type 1 opening, fineness is 88μm711'1Fj
It was ground to a residual content of 40%. Obtained crushing agent 1
1 part of 30 weight G of water at 5°C was added to the 00M volume, and the fluidity retention time and expansion pressure of the slurry obtained by kneading were adjusted to 5°.
Measurements were taken indoors at C. Miscarriage 1 sex retention time is 75 minutes, 24
The inflation pressure after hours was 2301<gf/crd.

実施例3 粗砕生石灰50kgに対し、その100f¥吊部当りN
5A0.67重量部と水1型側部を加えて粉末度が88
μIll篩残分で40%となるように粉砕した。
Example 3 For 50 kg of coarsely crushed quicklime, 100 f ¥ N per hanging part
Add 0.67 parts by weight of 5A and 1 type side of water to obtain a powder degree of 88.
It was ground to 40% with μIll sieve residue.

得られた生石灰粉末100重年部に対し、第2表に示す
薬剤を添加溶解した5°Cの水30重型部を加えて混合
しZ流動性保持時間と膨張圧を測定した。
To 100 parts of the quicklime powder obtained, 30 parts of water at 5°C in which the chemicals shown in Table 2 were added and dissolved were added and mixed, and the Z fluidity retention time and swelling pressure were measured.

第2表Table 2

Claims (1)

【特許請求の範囲】 +1+  生石灰100重量部、流動化剤0.1〜5重
岱部および炭酸塩0,05〜5重昂部との混合粉末から
なる脆性物体の破砕剤。 (2)生石灰100M側部、水0.1〜5重量部、流!
IJ化剤0,1〜5重吊部および炭酸塩0.05〜5重
爾部との混合粉末から々る脆性物体の破砕剤。 (3)生石灰100重昂部、流動化剤01〜5重都部、
炭酸塩005〜5重用部および水20〜50重用部から
なる脆性物体の破砕剤1.
[Scope of Claims] +1+ A crushing agent for brittle objects consisting of a mixed powder of 100 parts by weight of quicklime, 0.1 to 5 parts by weight of a fluidizing agent, and 0.05 to 5 parts by weight of carbonate. (2) 100M side of quicklime, 0.1 to 5 parts by weight of water, flowing!
A crushing agent for brittle objects made from a mixed powder of 0.1 to 5 parts of IJ forming agent and 0.05 to 5 parts of carbonate. (3) 100 parts of quicklime, 01 to 5 parts of superplasticizer,
Crushing agent for brittle objects consisting of 5 to 5 parts of carbonate and 20 to 50 parts of water 1.
JP3364683A 1982-08-18 1983-02-28 Breaking agent for brittle substance Pending JPS59159877A (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP3364683A JPS59159877A (en) 1983-02-28 1983-02-28 Breaking agent for brittle substance
US06/522,671 US4717503A (en) 1982-08-18 1983-08-12 Demolition agent for brittle materials
AT83108049T ATE24884T1 (en) 1982-08-18 1983-08-15 MEANS FOR TAKING DOWN BRUSHED MATERIALS.
DE8383108049T DE3369120D1 (en) 1982-08-18 1983-08-15 Demolition agent for brittle materials
EP83108049A EP0103194B1 (en) 1982-08-18 1983-08-15 Demolition agent for brittle materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3364683A JPS59159877A (en) 1983-02-28 1983-02-28 Breaking agent for brittle substance

Publications (1)

Publication Number Publication Date
JPS59159877A true JPS59159877A (en) 1984-09-10

Family

ID=12392204

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3364683A Pending JPS59159877A (en) 1982-08-18 1983-02-28 Breaking agent for brittle substance

Country Status (1)

Country Link
JP (1) JPS59159877A (en)

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