JPS5933379A - Breaking agent for brittle substance - Google Patents

Breaking agent for brittle substance

Info

Publication number
JPS5933379A
JPS5933379A JP57142794A JP14279482A JPS5933379A JP S5933379 A JPS5933379 A JP S5933379A JP 57142794 A JP57142794 A JP 57142794A JP 14279482 A JP14279482 A JP 14279482A JP S5933379 A JPS5933379 A JP S5933379A
Authority
JP
Japan
Prior art keywords
parts
quicklime
weight
salt
carbonate
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
JP57142794A
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 JP57142794A priority Critical patent/JPS5933379A/en
Priority to US06/522,671 priority patent/US4717503A/en
Priority to DE8383108049T priority patent/DE3369120D1/en
Priority to AT83108049T priority patent/ATE24884T1/en
Priority to EP83108049A priority patent/EP0103194B1/en
Priority to KR1019830003863A priority patent/KR840005775A/en
Publication of JPS5933379A publication Critical patent/JPS5933379A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C25/00Cutting machines, i.e. for making slits approximately parallel or perpendicular to the seam

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Disintegrating Or Milling (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To provide the titled breaking agent consisting of a mixed powder obtained by mixing small amounts of hydroxycarboxylic acid (salt) and carbonate with quick lime and exhibiting an excellent effect even in the summer season. CONSTITUTION:The breaking agent comprises a mixed powder consisting of 100pts.wt. quick lime, 0.01-5pts.wt. hydroxycarboxylic acid or salt thereof (e.g. gluconic acid or sugar) and 0.05-5pts.wt. carbonate (e.g. Na2CO3) and is effective for breaking brittle substances (e.g. coal, concrete or brick). A proposal has been made on a method to drill a hole in a brittle substance, fill the hole with an aqueous slurry of quick lime and break the substance by utilizing its expansion force, but the hydration reaction of quick lime is too intense and the slurry often loses fluidity necessary for filling the hole and this phenomenon occurs more frequently in the summer season. Use of the mixed powder enables the agent to have an excellent breaking effect even in the summer season.

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と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、オキシカルボン酸まだはその塩
、および炭酸塩との混合粉末からなる脆性物体の破砕剤
に関する。
More specifically, the present invention relates to a crushing agent for brittle objects consisting of a mixed powder of quicklime, an oxycarboxylic acid or a salt thereof, and a carbonate.

これらの脆性物体を破砕する方法として、従来、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線中に発熱したり、スラリーに
こわばりが生じ、孔中に充填するのに必、%な流動性を
保持できなかったりする。これらの好ましくない現象は
、気温の上昇する夏期、すなわち水和反応速度の大きい
高温時に顕著に起る。これらの好ましくない現象は生石
灰に加える水の隈を増やせ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。
As a method for crushing these brittle objects, many proposals have been made in the past that utilize the expansion force caused by the hydration of quicklime. 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 mixing, the slurry becomes stiff, and it is not possible to maintain the fluidity required to fill the holes. These undesirable phenomena occur significantly in the summer when the temperature rises, that is, at high temperatures when the hydration reaction rate is high. Although these undesirable 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.

まだ、生石灰の水性スラリーはスラリーを孔中に充填し
た後にも、生石灰の水和反応がさらに進み、内温が上列
し、そのだ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」二がる所謂鉄砲現象が起り危険性を伴うこと
もある。これらの問題点のために生石灰そのものを脆性
物体の破砕剤として用いることは事実上不可能であった
However, even after the aqueous slurry of quicklime is filled into the holes, the hydration reaction of quicklime continues to progress, the internal temperature rises, and the reaction is further accelerated and finally reaches the boiling point. Slurry and water vapor may explode explosively from the opening of the hole, causing a so-called gunshot phenomenon, which can be dangerous. Because of these problems, it has been practically impossible to use quicklime itself as a crushing agent for brittle objects.

これらの問題点を改良するだめに、生石灰をセメントと
ともに用いるとか、生石灰の代りに多用の生石灰分を包
含する特殊クリンカー粉末を用いるなど、いくつかの提
案がなされ、またそのなかには既に実用化されているも
のもある。
In order to improve these problems, several proposals have been made, such as using quicklime together with cement, or replacing quicklime with special clinker powder containing a large amount of quicklime, and some of them have already been put into practical use. There are some.

しかし、上記の改良方法には次のような問題点がある。However, the above improvement method has the following problems.

すなわち、特殊タリンカー粉末を用いる方法では特殊ク
リンカーはコスト高であって、この種の破砕剤が火薬類
との比較において安価であることを強く要求されている
実情に合わない。まだ生石灰をセメントとともに用いる
方法では、脆性物体を破砕するための膨張圧の発現に関
与するのは、水和の際にその体積が著しく膨張する生石
灰であり、セメントは主として鉄砲現象を防止するだめ
のものであるこ吉を勘案すれば、生石灰以外の成分をか
なりの量において含有することは膨張圧の発現を減する
ことになり、好捷しくない。
That is, in the method using special clinker powder, the cost of special clinker is high, and it does not meet the current situation where this type of crushing agent is strongly required to be inexpensive compared to explosives. In the method of using quicklime together with cement, it is the quicklime that significantly expands in volume upon hydration that is responsible for generating the expansion pressure to crush brittle objects, and the cement is mainly used to prevent the flash phenomenon. Taking into consideration the inherent properties of quicklime, it is undesirable to contain a significant amount of components other than quicklime, as this will reduce the expansion pressure.

そこでこの発明の発明者はあくまで生石灰そのものを用
いる脆性物体の破砕剤を開発すべく鋭意研究を重ねた結
果、生石灰とオキシカルボン酸捷たはその塩および炭酸
塩とからなる混合粉末が夏期にも充分効果を発揮しうる
優れた脆性物体の破砕剤を提供するものであることを見
出しこの発明を完成した。
Therefore, the inventor of this invention conducted intensive research to develop a crushing agent for brittle objects that uses quicklime itself. As a result, a mixed powder consisting of quicklime and oxycarboxylic acid or its salts and carbonates can be used even in summer. The present invention was completed after discovering that it provides an excellent crushing agent for brittle objects that is sufficiently effective.

この発明の混合粉末は、例えば生石灰100重帛部に対
し、オキシカルボン酸またはその塩0.01〜5重量部
および炭酸塩0.05〜5重り1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 is produced, for example, by adding 0.01 to 5 parts by weight of an oxycarboxylic acid or a salt thereof and 1 part by weight to 0.05 to 5 parts by weight of a carbonate to 100 parts by weight of quicklime and pulverizing the mixture. be able to.

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、脆性物体に穿設された孔中に充
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)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吉、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。ま
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、またはオキシカルボン酸もしくけその塩、炭
酸塩など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
に用いる水の量、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、諸因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すれば必μ次 ずしも妥当ではないが、大略、例えば88=;!に篩残
分が10〜60チ程度と々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 time during which the material maintains fluidity enough to fill the holes drilled in the brittle object (hereinafter referred to as fluidity retention time) is shortened, and on the other hand, the powderiness is reduced, that is, it is ground relatively coarsely. Fortunately, the hydration reaction of the resulting mixed powder progresses relatively slowly, resulting in a longer fluidity retention time. 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, or the type of oxycarboxylic acid, salt, carbonate, etc. Furthermore, the fluidity retention time also varies depending on the amount of 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 influenced by various factors, so it is not necessarily appropriate to clearly limit its fineness, considering the nature of this invention. Roughly, for example 88=;! The appropriate powder level is such that the sieve residue is about 10 to 60 pieces.

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釆ば10m+III!I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顕著に現われるのは、所謂
硬焼生石灰といわれる焼成帯温度が1,200〜1,4
00℃で得られる生石灰であって、最も好捷しいのはそ
の活性度が日本石灰協会参考試験法における100y法
の10分値が200 me以下の生石灰である。
The quicklime used in this invention is generally commercially available lump quicklime or, for example, 10m+III! Although it is possible to use coarsely crushed quicklime obtained by crushing it to about the same level as I, the effect of the present invention is particularly noticeable when the firing zone temperature of what is called hard calcined lime is 1,200 to 1,200 ℃. 4
Among the quicklime obtained at 00°C, the most preferable quicklime is one whose activity level is 200 me or less in 10 minutes according to the 100y method in the reference test method of the Japan Lime Association.

オキシカルボン酸またはその塩類としては、例えばグル
コン酸、グルコヘプトン酸、アラポン酸、リンゴ酸、ク
エン酸、酒石酸、粘液酸、糖酸、サリチル酸などまたは
水の存在下にオキシカルボン酸に転じ得るオキシカルボ
ン酸のラクトン寸たはそれらの塩類が挙げられる。これ
らのオキシカルボン酸の塩類としては例えば、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
、マグネシウ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
機塩が挙げられる。これらのオキシカルボン酸またはそ
の塩は単独で用いてもよく、あるいは2種以」二を併用
して用いてもよい。
Examples of oxycarboxylic acids or their salts include gluconic acid, glucoheptonic acid, araponic acid, malic acid, citric acid, tartaric acid, mucic acid, sugar acid, salicylic acid, and oxycarboxylic acids that can be converted into oxycarboxylic acids in the presence of water. lactones or their salts. Examples of the salts of these oxycarboxylic acids include alkali metal salts such as sodium salts and potassium salts, alkaline earth metal salts such as calcium salts and magnesium salts, ammonium salts, trimethylamine salts, triethylamine salts, jetanolamine salts, and triethylamine salts. Examples include organic salts such as ethanolamine salts. These oxycarboxylic acids or salts thereof may be used alone or in combination of two or more.

炭酸塩としては炭酸まだは重炭酸のリチウム塩、ナトリ
ウム塩、カリウム塩などのアルカリ金属塩、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、あるいは2種以」二を併用して用
いてもよい。
Examples of the carbonate include alkali metal salts such as lithium salt, sodium salt, and potassium salt of carbonic acid and bicarbonate, and organic base salts such as triethylamine salt, jetanolamine salt, and triethanolamine salt. These carbonates may be used alone or in combination of two or more.

本発明に用いられるオキシカルボン酸またはその塩、お
よび炭酸塩の添加量は、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、生石灰に対する総添加
量(オキシカルボン酸またはその塩と炭酸塩の添加酸の
総計)およびオキシカルボン酸まだはその塩と炭酸塩と
の混合比などによって異なるので、添加量を明確に限定
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 amount of oxycarboxylic acid or its salt, and carbonate used in the present invention depends on the temperature at which the crushing agent is used, the properties and fineness of the quicklime used, and the total amount added to quicklime (the amount of oxycarboxylic acid or its salt and Since the amount of added acid (total amount of added acid of carbonate) and oxycarboxylic acid varies depending on the mixing ratio of the salt and carbonate, it is not necessarily appropriate to clearly limit the amount added, taking into account the nature of this invention.

大略、総添加階としては、生石灰100重量部に対し破
砕剤の使用される温度が一5〜10°C程度においては
0.1〜3重量部、10〜25℃程度においては0.3
〜5重齢部、25〜40℃程度においては1〜10重は
部が好ましい。
Roughly speaking, the total addition level is 0.1 to 3 parts by weight when the crushing agent is used at a temperature of about 15 to 10°C, and 0.3 parts by weight when the crushing agent is used at a temperature of about 10 to 25°C, per 100 parts by weight of quicklime.
~5 parts, preferably 1 to 10 parts at about 25 to 40°C.

オキシカルボン酸まだはその塩と炭酸塩の比率は、オキ
シカルボン酸捷たはその塩/炭酸塩の重量比が5/95
から9515好寸しくは同圧が30/70から90/1
0、さも(て好ましくは同圧が50150から75/2
5の範囲である。
The ratio of oxycarboxylic acid or its salt to carbonate is 5/95 by weight of oxycarboxylic acid or its salt/carbonate.
From 9515 preferably the same pressure is 30/70 to 90/1
0, or preferably the same pressure is 50150 to 75/2
The range is 5.

この発明の脆性物体の破砕剤は後述するごとく破砕剤1
00重都部用水20〜5o専晴部を加えて水性スラリー
として用いるがその水性スラリーの流動性保持時間が作
業性に及ぼす影響は大きい。
The crushing agent for brittle objects of this invention is crushing agent 1 as described below.
The water-based slurry is used by adding 20 to 5 degrees of Seibarebu, but the fluidity retention time of the aqueous slurry has a great influence on workability.

=1−記したこの発明の破砕剤はこの点においても優れ
た性能を有するが、作業場所、気温その他の要因により
、さらに該破砕剤の流動性を良好にしだい場合ニは、ナ
フクレンスルホン酸のホルマリン縮合物、メラミンスル
ホン酸のホルマリン縮合物もしくはりゲニンスルホン酸
、または、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、マグネシウム塩などのア
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の流動化剤を生石
灰ioo重量部に対し、0.1〜5重慣部加えると好結
果を得る場合艇多い。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。
=1- The crushing agent of the present invention described above has excellent performance in this respect, but depending on the work place, temperature, and other factors, it may be necessary to improve the fluidity of the crushing agent. Formalin condensates of melamine sulfonic acid, formalin condensates of melamine sulfonic acid, or regenenin sulfonic acid, or their alkali metal salts such as sodium salts and potassium salts, alkaline earth metal salts such as calcium salts and magnesium salts, ammonium salts, and trimethylamines. Good results are often obtained by adding 0.1 to 5 parts by weight of a fluidizing agent such as organic salts such as salt, triethylamine salt, jetanolamine salt, triethanolamine salt, etc. to 10 parts by weight of quicklime. These fluidizing agents may be used alone or in combination of two or more.

また、塊状または粗砕生石灰を粉砕する際に、生石灰1
00重用部に対し、0.1〜5重暗部の水を添加し、′
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、上記オキ
シカルボン酸モジくはその塩、炭酸塩あるいは流動化剤
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。
Also, when crushing lumpy or coarsely crushed quicklime, 1 quicklime 1
Add 0.1 to 5 parts of water to 00 parts of water,
More preferred crushing agents can be obtained by partially digesting quicklime. The water used here to partially digest the quicklime may be used alone, or it may be used as an aqueous solution or suspension of the above-mentioned oxycarboxylic acid, its salt, carbonate, or a fluidizing agent. can.

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
的に述べ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10mmfs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重量部に対し、オキシカルボン酸またはその塩0
.01〜5重隼部および炭酸塩0.05〜55〜5重用
加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 of 10 mmfs, and add 0 oxycarboxylic acid or its salt to 100 parts by weight of this quicklime powder.
.. A 0.01 to 5-layer carbonate and a 0.05-55 to 5-layer carbonate are added and mixed to obtain the desired crushing agent mixed powder.

この際、粉末生石灰の粉末度は880篩残分が10〜6
0%となるのが好ましい。
At this time, the fineness of the powdered quicklime is 880, and the sieve residue is 10 to 6.
Preferably it is 0%.

2)塊状生石灰またはこれを10 amm全全通粒度に
粗砕して得られる粗砕生石灰100重量部に対し、オキ
シカルボン酸またはその塩0.01〜5重用部および炭
酸塩0.05〜5重量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) 0.01 to 5 parts by weight of oxycarboxylic acid or salt thereof and 0.05 to 5 parts by weight of carbonate per 100 parts by weight of lump quicklime or coarsely crushed quicklime obtained by crushing it to a particle size of 10 mm throughout. The mixture to which parts by weight have been added is crushed to obtain the intended crushing agent mixed powder.

この際、混合粉末の粉末度は88 Hfitfti残分
が10〜60%となるのが好ましい。
At this time, it is preferable that the fineness of the mixed powder is 88 Hfitfti with a residual content of 10 to 60%.

3)塊状生石灰を例えば10 舟m篩全通の粒度に粗砕
し、得られる粗砕生石灰100重用部に対し、流動化剤
0.1〜5重量部と水0.1〜5重吊部からなる水溶液
もしくは水懸濁液を加え、更にオキシカルボン酸または
その塩o、 o i〜5重用部および炭酸塩0.05〜
5重隼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) Crush lump quicklime to a particle size that can fit through a 10 mm sieve, for example, and add 0.1 to 5 parts by weight of a fluidizing agent and 0.1 to 5 parts by weight to 100 parts by weight of the resulting coarsely crushed quicklime. Add an aqueous solution or aqueous suspension consisting of oxycarboxylic acid or its salt o, o i ~ 5 parts and carbonate 0.05 ~
5-layer Hayabe is added and crushed to obtain the intended crushing agent mixed powder.

この際、粉末生石灰の粉末度は、88c師残分が10〜
60%となるのが好ましい。
At this time, the powder degree of the powdered quicklime is 88c, the residual content is 10~
Preferably it is 60%.

4)塊状生石灰を例えば10 vtm師全通の粒度に粗
砕し、第1工程として粗砕生石灰100重量部に対し、
0.1〜5重用部の水に流動化削を0.1〜5重M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工程としてオキシカルボン酸またはその
塩0.01〜5重用部、炭酸塩0.05〜5重頂部を加
え均一化して目的とする粉末を得る。
4) Crush the lump quicklime to a particle size of, for example, 10 VTM, and as a first step, add 100 parts by weight of the crushed quicklime to
Add an aqueous solution or aqueous suspension containing 0.1 to 5 parts of fluidized powder to 0.1 to 5 parts of water and grind to obtain a mixed powder. In the second step, oxycarboxylic acid or Add 0.01 to 5 parts of the salt and 0.05 to 5 parts of the carbonate and homogenize to obtain the desired powder.

この際、混合粉末の粉末度は、88ζ篩残分が10〜6
0%となるのが好寸しい。
At this time, the fineness of the mixed powder is such that the residue on the 88ζ sieve is 10 to 6
A value of 0% is ideal.

以上の方法で製造した脆性物体の破砕剤100重臣部に
水20〜50重量部を加え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。
Add 20 to 50 parts by weight of water to 100 parts of the crushing agent for brittle objects produced by the above method and knead to obtain an aqueous slurry of the crushing agent.The slurry is injected into a hole drilled in the brittle object and left to stand. By doing so, the brittle object can be crushed using the expansion force of the slurry.

ここで、スラリーの注入後の放置時間は通常10〜24
時間程度であるが1、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 is approximately 1 hour, but this standing time is appropriately selected depending on the strength of the crushed object and the like.

まだ、破砕物体としては例えば岩石、コンクリート、煉
瓦などが挙げられる。
Examples of crushed objects include rocks, concrete, and bricks.

に溶解し、ここに生凸灰粉末を加え水性スラリーとする
方法でも≠発##同様な効果を得ることかできる。
The same effect can be obtained by dissolving the raw ash powder in water and adding raw ash powder to make an aqueous slurry.

すなわぢ、才ず到キシカルボン酸せだはその塩0、O1
〜5重用部および炭酸塩0.05〜55〜5重用20〜
50重計部に溶解し、ここに生石灰粉末100重川重臣
加えスラリー化すると、混練時の発熱を防止できるとと
もに十分な流動性を保持てき、ま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。
In other words, the salt of oxidized carboxylic acid is 0 and O1.
~5 parts and carbonate 0.05~55~5 parts 20~
By dissolving it in 50 weight parts and adding 100 parts of quicklime powder to it to make a slurry, it is possible to prevent heat generation during kneading and maintain sufficient fluidity, and the slurry is injected into the hole drilled in the still brittle object. By leaving it for a while, brittle objects can be crushed.

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?l
r(認するだめの試験は、以下の試験方法て行った。
In addition, in the examples, what is the performance of the crushing agent for brittle objects? l
r (The test was conducted using the following test method.

a)膨張圧力の測定 JI8 03454圧力配管用炭素鋼鋼管25 (A)
を40cmの長さに切断したバイブの一端を鋼板に溶接
し、開[71部を上にして鉛直に立てる。バイブの外周
2か所にペーバ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用の水と混練して得だ水性スラリ
ーを充填してバイブ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(kyf/cl 
)を求めた。
a) Measurement of expansion pressure JI8 03454 Carbon steel pipe for pressure piping 25 (A)
One end of the vibrator was cut into a length of 40 cm, welded to a steel plate, and then opened and stood vertically with the 71 part facing up. Paver strain gauges are attached to two locations on the outer circumference of the vibrator, and the crushing agent is mixed with specified water from the opening of the pipe, and the resulting aqueous slurry is filled to cool the outer wall of the vibrator while suppressing expansion static strain of the pipe. Measure and calculate the inflation pressure (kyf/cl
) was sought.

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なるが、大略200
kyf/、7以−]二か望寸しい。
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 is approximately 200 m
kyf/, 7 or more] 2 or more is desirable.

b)流動性保持時間の測定 土木学会のPCグラウト測定用Jロートを使用し、破砕
剤を所定用の水と混練して水性スラリーとし、その64
0 meがJロー1・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 J-funnel for PC grout measurement of Japan Society of Civil Engineers, mix the crushing agent with specified water to make an aqueous slurry.
The required time (seconds) for 0 me to flow down the J-row 1.

実施例1 焼成帯温度が1,200〜1,400°Cで得られた硬
焼塊状生石灰から得た1 0 mmm全全通粗砕生石灰
50 kyをボールミルにより粉砕して粉末度が884
二篩残分て37%となるように粉砕した。
Example 1 50 ky of 10 mm through-hole crushed quicklime obtained from hard-burned lump quicklime obtained at a firing zone temperature of 1,200 to 1,400°C was ground with a ball mill to a powder degree of 884.
It was ground so that the residue on the two sieves was 37%.

得られた粉末100重附部に対しオキシカルボン酸また
はその塩および炭酸塩を第1表に示される割合で加え、
均一化して脆性物体の破砕剤を得だ。得られた破砕剤を
破砕剤100重員1部に対しA(30重昂部の割合で水
と混練して得だ水性スラリーの流動性保持時間および膨
張圧を30 ’C(7)室内で測定した。
To 100 parts by weight of the obtained powder, add oxycarboxylic acid or its salt and carbonate in the proportions shown in Table 1,
Homogenize to obtain a crushing agent for brittle objects. The resulting crushing agent was kneaded with water at a ratio of 100 parts by weight of crushing agent to 30 parts by weight of the crushing agent, and the fluidity retention time and expansion pressure of the resulting aqueous slurry were measured in a 30'C (7) room. did.

その結果を第1表に示した。The results are shown in Table 1.

− 実施例2 焼成帯温度か1.200〜1.400°Cて得られた硬
焼塊状生石灰から得だ10rnm篩全通相砕生石灰50
 kyに、その粗砕生石灰100重早部に対し、ナフタ
レンスルポン酸のホルマリン縮合物のすl−リウム塩0
67重用部と水1 重用部の割合で混合した溶液を散布
しなからボールミルによる粉砕を行い、粉末度か88’
−pfiI残分て40%となるように粉砕した。街られ
た粉末に、もとの粗砕生石灰】00重用部に対しオキシ
カルボン酸寸たはその塩および炭酸塩を第2表に示され
る割合で加え、均一・化して脆性物体の破砕剤を得た。
- Example 2 10 rpm sieved whole phase crushed quicklime obtained from hard burnt lump quicklime obtained at a calcination zone temperature of 1.200 to 1.400°C
ky, per 100 parts of coarsely crushed quicklime, 0 sl-lium salt of formalin condensate of naphthalene sulfonic acid.
Sprinkle a solution mixed with 67 parts of water and 1 part of water and grind with a ball mill until the powder degree is 88'.
- It was ground so that the pfiI residue was 40%. Add oxycarboxylic acid or its salts and carbonates to the crushed quicklime in the proportions shown in Table 2 to the original coarsely crushed quicklime, homogenize it, and use it as a crushing agent for brittle objects. Obtained.

得られた破砕剤を破砕剤10000重用対し水30重用
部の割合で水と混練して得た水性スラリーの流動性保持
時1’i’fjおよび膨張圧を35℃の室内で測定した
The resulting aqueous slurry was kneaded with water at a ratio of 10,000 parts by weight of the crushing agent to 30 parts by weight of water, and the 1'ifj and expansion pressure while maintaining fluidity of the obtained aqueous slurry were measured in a room at 35°C.

その結果を第2表に示す。The results are shown in Table 2.

実施例3 実施例2て得られた生石灰粉末にも吉の粗砕生石灰10
0重量部に対しオキシカルボン酸寸たはその塩および炭
酸塩を第3表に示される割合て加え、均一化して脆性物
体の破砕剤を得た。得られた破砕剤を破砕剤100重量
部に対し水30重用部の割合で水と混練して得だ水性ス
ラリーの流動性保持時間および膨張圧を30°Cの室内
で測定した。
Example 3 Coarsely crushed quicklime 10 of the quicklime powder obtained in Example 2
Oxycarboxylic acids or their salts and carbonates were added in the proportions shown in Table 3 to 0 parts by weight and homogenized to obtain a crushing agent for brittle objects. The resulting crushing agent was kneaded with water at a ratio of 100 parts by weight of the crushing agent to 30 parts by weight of water, and the fluidity retention time and expansion pressure of the resulting aqueous slurry were measured in a room at 30°C.

その結果を第3表に示した。The results are shown in Table 3.

第3表 実施例4 実施例2で得られた生石灰粉末にもとの粗砕生石灰10
0重量部に対しオキシカルボン酸捷たはその塩および炭
酸塩を第4表に示される割合で加え、均一化して脆性物
体の破砕剤を得た。得られた破砕剤を、破砕剤100重
量部に苅し水30重量部の割合で水と混練して得た水性
スラリーの流動性保持時間および膨張圧を20°Cの室
内で測定した。
Table 3 Example 4 10 of the original coarsely crushed quicklime was added to the quicklime powder obtained in Example 2.
Oxycarboxylic acid or its salt and carbonate were added to 0 parts by weight in the proportions shown in Table 4 and homogenized to obtain a crushing agent for brittle objects. The obtained crushing agent was mixed with water at a ratio of 100 parts by weight of the crushing agent and 30 parts by weight of water, and the fluidity retention time and expansion pressure of the resulting aqueous slurry were measured in a room at 20°C.

その結果を第4表に示した。The results are shown in Table 4.

第4表 実施例5 実施例2で得られた生石灰粉末に、もとの粗砕生石灰1
00重量部に対しオキシカルボン酸またはその塩および
炭酸塩を第5表に示される割合で加工、サラに各々にナ
ツタ魅ンスルポン酸ホルマリン縮金物のナトリウム塩を
0.45重爪部を加え均一化して脆性物体の破砕剤を得
た。得られた破砕剤を破砕剤100重量部に対し水60
重量部の割合で水と混練して得た水性スラリーの流動性
保持時間および膨張圧を5°Cの室内で1jlJ定した
Table 4 Example 5 Add 1 part of the original coarsely crushed quicklime to the quicklime powder obtained in Example 2.
00 parts by weight of oxycarboxylic acid or its salts and carbonates in the proportions shown in Table 5, and 0.45 parts of sodium salt of Natsutamen sulfonic acid formalin condensate was added to each sample to make it homogenized. A crushing agent for brittle objects was obtained. The resulting crushing agent was mixed with 60 parts of water per 100 parts by weight of the crushing agent.
The fluidity retention time and expansion pressure of the aqueous slurry obtained by kneading parts by weight with water were determined at 1JlJ in a room at 5°C.

その結果を第5表に示した。The results are shown in Table 5.

第5表 実施例6 水30重量部にグルコン酸ナトリウム1重量部および炭
酸ナトリウム15重M部を溶解する。ここに実施例2で
得られた生石灰粉末HIO重量部を加え、混練した水性
スラリーの流動性保持時間および膨張n・を30℃の室
内で測定した。
Table 5 Example 6 1 part by weight of sodium gluconate and 15 parts by weight of sodium carbonate are dissolved in 30 parts by weight of water. Parts by weight of quicklime powder HIO obtained in Example 2 were added thereto, and the fluidity retention time and expansion n· of the kneaded aqueous slurry were measured in a room at 30°C.

その結果、流動性保持時間50分、膨張圧300kyf
/crl (注入12時間後)であった。
As a result, the fluidity retention time was 50 minutes, and the expansion pressure was 300 kyf.
/crl (12 hours after injection).

実施例7 無筋コンクリート製供試体(1,5x 1.5 x 1
.5771、 tA令30日、圧縮強度295 ky 
f/lyl、引張り強度21 kg f肩)の上面に等
間隔に9個の孔(口径40mm、深度1300mm)を
穿設する。
Example 7 Plain concrete specimen (1.5 x 1.5 x 1
.. 5771, tA age 30 days, compressive strength 295 ky
Nine holes (diameter 40 mm, depth 1300 mm) are drilled at equal intervals on the upper surface of the specimen (f/lyl, tensile strength 21 kg f shoulder).

この孔に、実施例4の第4表f7の配合による破砕剤1
00重量部に対し水30重用部の割合で水と混練して得
た水性スラリーを注入し、気温8〜18℃の条件下で破
砕試験を行った。
Into this hole, crushing agent 1 having the formulation shown in Table 4 f7 of Example 4 was added.
An aqueous slurry obtained by kneading with water at a ratio of 30 parts by weight to 00 parts by weight was injected, and a crushing test was conducted at a temperature of 8 to 18°C.

該供試体は、水性スラリー注人後約24〜25時間後に
上面端部および辺部に、約30時間後に上面中央部に亀
裂が生じた。亀裂幅は時間と吉もに増大し、約40時間
後には、辺部で40〜50mm、端部で70 mm s
中央部で20記になった。
Cracks appeared on the edges and sides of the upper surface of the specimen about 24 to 25 hours after pouring the aqueous slurry, and cracks appeared on the center of the upper surface about 30 hours later. The crack width increases over time, and after about 40 hours it is 40-50 mm at the sides and 70 mm at the ends.
The number reached 20 in the central area.

Claims (1)

【特許請求の範囲】 it)  生石灰100重量部、オキシカルボン酸まだ
はその塩0.01〜5重量部および炭酸塩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100重用部、水0,1〜5重量部、オキ
シカルボン酸またはその塩0.01〜5重都部および炭
酸塩0.05〜5重量部との混合粉末からなる脆性物体
の破砕剤。 (3)生石灰100重量部、オキシカルボン酸またはそ
の塩0.01〜5重厭部、炭酸塩0.05〜5重量部お
よび水20〜50重量部からなる脆性物体の破砕剤。 (4)特許請求の範囲第1項または第2項または第3項
において流動化剤0.1〜5重量部を添加したものから
なる脆性物体の破砕剤。
[Scope of Claims] it) 100 parts by weight of quicklime, 0.01 to 5 parts by weight of oxycarboxylic acid or its salt, and 0.05 to 5 parts by weight of carbonate.
A crushing agent for brittle objects consisting of a powder mixture with Chongbu. (2) A brittle body made of a mixed powder of 100 parts by weight of quicklime, 0.1 to 5 parts by weight of water, 0.01 to 5 parts by weight of oxycarboxylic acid or its salt, and 0.05 to 5 parts by weight of carbonate. crushing agent. (3) A crushing agent for brittle objects consisting of 100 parts by weight of quicklime, 0.01 to 5 parts by weight of oxycarboxylic acid or its salt, 0.05 to 5 parts by weight of carbonate, and 20 to 50 parts by weight of water. (4) A crushing agent for brittle objects, which is obtained by adding 0.1 to 5 parts by weight of a fluidizing agent according to claim 1, 2, or 3.
JP57142794A 1982-08-18 1982-08-18 Breaking agent for brittle substance Pending JPS5933379A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP57142794A JPS5933379A (en) 1982-08-18 1982-08-18 Breaking agent for brittle substance
US06/522,671 US4717503A (en) 1982-08-18 1983-08-12 Demolition agent for brittle materials
DE8383108049T DE3369120D1 (en) 1982-08-18 1983-08-15 Demolition agent for brittle materials
AT83108049T ATE24884T1 (en) 1982-08-18 1983-08-15 MEANS FOR TAKING DOWN BRUSHED MATERIALS.
EP83108049A EP0103194B1 (en) 1982-08-18 1983-08-15 Demolition agent for brittle materials
KR1019830003863A KR840005775A (en) 1982-08-18 1983-08-18 Destruction of brittle objects

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57142794A JPS5933379A (en) 1982-08-18 1982-08-18 Breaking agent for brittle substance

Publications (1)

Publication Number Publication Date
JPS5933379A true JPS5933379A (en) 1984-02-23

Family

ID=15323764

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57142794A Pending JPS5933379A (en) 1982-08-18 1982-08-18 Breaking agent for brittle substance

Country Status (2)

Country Link
JP (1) JPS5933379A (en)
KR (1) KR840005775A (en)

Also Published As

Publication number Publication date
KR840005775A (en) 1984-11-16

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