JPS61186695A - Material for underwater crushing of fragile matter - Google Patents

Material for underwater crushing of fragile matter

Info

Publication number
JPS61186695A
JPS61186695A JP2520385A JP2520385A JPS61186695A JP S61186695 A JPS61186695 A JP S61186695A JP 2520385 A JP2520385 A JP 2520385A JP 2520385 A JP2520385 A JP 2520385A JP S61186695 A JPS61186695 A JP S61186695A
Authority
JP
Japan
Prior art keywords
water
crushing
slurry
hole
reducing agent
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2520385A
Other languages
Japanese (ja)
Other versions
JPH0633710B2 (en
Inventor
中谷 清一
相山 征二
彰 斉藤
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP60025203A priority Critical patent/JPH0633710B2/en
Publication of JPS61186695A publication Critical patent/JPS61186695A/en
Publication of JPH0633710B2 publication Critical patent/JPH0633710B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • 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】 (産業上の利用分野) 本発明は、岩石・コンクIJ −ト等の脆性物体を破壊
する場合に、粉じん・騒音・飛石などを伴わず静的に破
砕する材料に関するものである。詳しくは、脆性物体に
穿孔した孔中に水が満たされているか、あるいは、脆性
物体が水中に存在しており穿孔した孔中に必然的に水が
充満されている状態で、この孔中に注入する破砕材料に
関するものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a material that statically crushes brittle objects such as rocks and concrete without producing dust, noise, or flying stones. It is something. Specifically, if a hole drilled in a brittle object is filled with water, or if the brittle object is underwater and the hole drilled is inevitably filled with water, the hole is filled with water. It concerns the crushed material to be injected.

(従来の技術) 一般に、水中にある脆性物体を破砕しようとする場合、
計画的に穿孔された孔に、例えば、特開体を破壊する方
法」に示されるよ5に、あらかじめビニールチューブ等
の不透水性の細長袋を挿入して後に膨張材スラリーを注
入するか、又は、例えば、特開昭57−7 a 47%
水利膨張性破砕カートリッジ」K示されるように、透水
性の容器に破砕剤を収納した破砕カートリッジを挿入す
る方法が提案されている。
(Prior art) Generally, when trying to crush a brittle object in water,
For example, a water-impermeable elongated bag such as a vinyl tube is inserted in advance into the hole that has been punched in a planned manner, as shown in 5 of ``Method for Destruction of Unexamined Patent Publications'', and then an expanding material slurry is injected, or Or, for example, JP-A-57-7a 47%
A method has been proposed in which a crushing cartridge containing a crushing agent is inserted into a water-permeable container, as shown in ``Water-Usable Expandable Shredding Cartridge''.

によると各穿孔部それぞれにビニールチューブを挿入す
る繁雑さの外に、チューブが孔への挿入時にねじれたり
折れ曲りたりすると、その位置より下の部分に注入する
のが不可能であるという欠点鼻迦− があった。又、特開昭57−74474によるとカート
リッジ化したものを挿入するために2〜6専の水深での
充填はほとんど潜水夫が潜りっきりで穿孔された孔中へ
挿入する必要があり、更には孔中へ挿入したものを突き
固めて個々のカートリッジの空隙を充填しなければ破砕
効果を発揮し得ないという欠点があった。
In addition to the complexity of inserting a vinyl tube into each perforation, the drawback is that if the tube gets twisted or bent when inserted into the hole, it is impossible to inject into the area below that point. There was a ka-. Furthermore, according to Japanese Patent Application Laid-open No. 57-74474, in order to insert a cartridge at a depth of 2 to 6 depths, it is almost necessary for a diver to insert the cartridge completely into the hole. The disadvantage of this method is that the crushing effect cannot be achieved unless the material inserted into the hole is compacted to fill the voids in the individual cartridges.

本発明は、以上のような従来の材料がもつ問題点を解消
させ、陸上で穿孔された穿孔に充填すると変らぬ操作と
方法で、水中に存在する脆性物体に膨張材を注入出来る
材料を提供しようとするものである。
The present invention solves the problems of conventional materials as described above, and provides a material that can inject an expanding material into a brittle object existing in water using the same operation and method as filling a hole drilled on land. This is what I am trying to do.

(問題点を解決するための手段) 塘 本発明は、生石灰又は生石灰の無阪化合物を実成分とす
る膨張性材料に対し、スラリーの比重を高め材料の沈降
を速くするill骨材と、水中での材料の分離を少なく
するための分離低減剤を併用することにより、水中に存
在する脆性物体の孔中へ破砕剤スラリーを簡便に注入出
来るようにしたものである。
(Means for Solving the Problems) The present invention provides an expansible material whose active ingredient is quicklime or an inorganic compound of quicklime. By using a separation-reducing agent to reduce separation of materials in water, the crushing agent slurry can be easily injected into the pores of a brittle object existing in water.

つまり、水の満たされた孔中へ、材料の稀釈や分離を起
させずに破砕剤スラリーを充填出来ると共に、従来の破
砕剤と変らぬ破砕効果を有する材料を完成したものであ
る。
In other words, we have created a material that can fill a crushing agent slurry into water-filled holes without causing dilution or separation of the material, and has a crushing effect similar to that of conventional crushing agents.

即ち、本発明は、膨張性材料と重量骨材と分離低減剤と
を含有してなることを特徴とする岩石・コンクリート等
脆性物体の水中破砕用材料である。
That is, the present invention is a material for underwater crushing of brittle objects such as rocks and concrete, which is characterized by containing an expandable material, a heavy aggregate, and a separation reducing agent.

さらに説明すると、膨張性材料により、脆性物体に膨張
圧力を作用させ破砕に至らしめる。又、重量骨材により
、スラリーの沈降を促進させ併せて隙間なく充填する作
用をさせ破砕に至らしめる。
To explain further, the expandable material applies expansion pressure to the brittle object, causing it to fracture. In addition, the heavy aggregate promotes sedimentation of the slurry and also fills the slurry without gaps, leading to crushing.

さらに分離低減剤により、破砕剤スラリーが孔中の水に
よる材料の稀釈や分離を防止し、完全な充填を可能とす
る。
Additionally, the segregation reducing agent allows the crushing agent slurry to prevent water in the pores from diluting and separating the material, allowing for complete filling.

(発明の作用と効果) 本発明に使用する膨張性材料としては、生石灰もしくは
生石灰の無機化合物を主成分とするもので、小野田セメ
ント社の「プライスター」、住友セメント社の「ニスマ
イト」、日本油脂98油技研・日本セメント社の「カー
ムマイト」、吉沢石灰社の「スジリッター」などをはじ
め、現在市販されている静的破砕剤は適用可能であるが
、破砕時間を短縮するためKは、結晶径10μ未満の生
石灰60〜90重量部と急硬性水硬物質10〜70重量
部との割合からなるもの(例えば商品名「デンカケミア
ツクス」)が好ましい。
(Operations and Effects of the Invention) The expandable materials used in the present invention are those whose main component is quicklime or an inorganic compound of quicklime, such as "Plystar" by Onoda Cement Co., Ltd., "Nismite" by Sumitomo Cement Co., Ltd., Japan Static crushing agents currently available on the market, such as Yuki Giken/Nippon Cement's ``Calmite'' and Yoshizawa Lime Co.'s ``Sujiliter'', can be applied, but in order to shorten the crushing time, K is It is preferable to use one consisting of 60 to 90 parts by weight of quicklime with a crystal diameter of less than 10 μm and 10 to 70 parts by weight of a rapidly hardening hydraulic substance (for example, the trade name "Denka Chemiax").

これに対し、本発明に使用するit骨材としては、比重
が6,0以上であればよく、鉄粉・鋼繊維・磁鉄鉱・砂
鉄・磁鉄鉱・赤鉄鉱・リン鉄・パライト(重晶石)およ
び転炉風砕スラグなどが適用可能であるが、膨張性材料
をスラリー化する場合の流動性、並びに、膨張性材料と
骨材の比重差のバランス、さらには骨材としての材料単
価の点から、鉄粉・磁鉄鉱・パライトおよび転炉風砕ス
ラグが良く、転炉風砕スラグが最も好ましい。
On the other hand, the IT aggregate used in the present invention only needs to have a specific gravity of 6.0 or more, such as iron powder, steel fiber, magnetite, iron sand, magnetite, hematite, iron phosphate, pallite (barite). and converter slag, etc. can be applied, but there are issues with fluidity when turning the expandable material into a slurry, the balance of the difference in specific gravity between the expandable material and the aggregate, and the unit price of the material as an aggregate. Therefore, iron powder, magnetite, pallite, and pulverized converter slag are preferable, and pulverized converter slag is most preferable.

重量骨材の添hs彰張性材料60〜90重量部に対し、
10〜40重量部が好ましい。重量骨材が10%未満で
は膨張性破砕剤スラリーの比重が軽くなり水中孔への充
填が短時間で実施出来にくい。これに対し、重量骨材が
40チ以上では膨張性成分が稀薄となるため水中での破
砕時間が長くなり目的とする効果が得られK(い。
For 60 to 90 parts by weight of hs tensile material added to the heavy aggregate,
10 to 40 parts by weight is preferred. If the weight aggregate is less than 10%, the specific gravity of the expandable crushing agent slurry becomes too light, making it difficult to fill underwater holes in a short time. On the other hand, if the weight of the aggregate is 40 inches or more, the expandable component will be diluted, so the crushing time in water will be longer and the desired effect will not be obtained.

一方、本発明に使用する分離低減剤としては、エチルヒ
ドロキシメチルセルロース、エチルヒドロキシメチルセ
ルロース、カルボキシメチルヒドロキシエチルセルロー
ス、ナトリウムカルeキシメチルセルロース、ヒrロキ
シエチルセルロース、ヒrロキシゾロビルセルロース、
ヒgロキシゾロビルメチルセルロース、メチル囁セルロ
ース、エチルヒドロキシメチルセルロースなどのセルロ
ースエーテル類とさらには、?リエチレンオキサイド、
ポリアクリルアミrなどが挙げられるが、本発明の目的
とする水中での分離低減効果を見ると、水溶性セルロー
スエーテルカ好マしい。
On the other hand, examples of the separation reducing agent used in the present invention include ethylhydroxymethylcellulose, ethylhydroxymethylcellulose, carboxymethylhydroxyethylcellulose, sodium calexymethylcellulose, hydroxyethylcellulose, hydroxyzolobyl cellulose,
In addition to cellulose ethers such as hygroxyzorobil methylcellulose, methylwhispercellulose, and ethylhydroxymethylcellulose,? lyethylene oxide,
Examples include polyacrylamide, but water-soluble cellulose ether is preferable in view of the effect of reducing separation in water, which is the objective of the present invention.

分離低減剤の添加量は、膨張性材料と重量骨材からなる
主材100重量部に対し、0.5〜6重量部が好ましい
。添加量が0.5重量部以下では水中へ注入する場合の
材料分離が大きく、破砕剤スラリーの水による稀釈が起
り破砕時間が大幅に延びてしまう。これに対し、添加量
が6重量部以上では、練り上りスラリーの流動性が損な
われ充填に必要な時間が長くなってしまう。本発明にお
ける分離低減剤の最も好ましい添加量は1.0〜2.0
重量部である。
The amount of the separation reducing agent added is preferably 0.5 to 6 parts by weight per 100 parts by weight of the main material consisting of the expandable material and the heavy aggregate. If the amount added is less than 0.5 parts by weight, material separation will be large when injected into water, and the crushing agent slurry will be diluted with water, resulting in a significant lengthening of the crushing time. On the other hand, if the amount added is 6 parts by weight or more, the fluidity of the kneaded slurry will be impaired and the time required for filling will become longer. The most preferable addition amount of the separation reducing agent in the present invention is 1.0 to 2.0
Parts by weight.

(実施例) 実施例によりさらに詳しく本発明の詳細な説明するが、
本発明はこれに限定されるものではない。
(Example) The present invention will be explained in more detail with reference to Examples.
The present invention is not limited to this.

尚、以下の実施例又は比較例に示すチ、部は特に記載し
ない限りそれぞれ重賞チ及び重量部を表わすものである
Incidentally, parts and parts shown in the following Examples and Comparative Examples refer to weight parts, respectively, unless otherwise specified.

実施例1 膨張性材料として市販の「デンカケミアックス+15J
(を気化学工業@)を、重量骨材として転炉風砕スラグ
(以下スラグといつ)(日本鋼管福山工場製、比重3.
65 )を用い、水溶性セルロースエーテルとしてメチ
ルヒドロキシエチルセルロース(第一工業薬品)を表−
1に示した混合比で混合した破砕材料を使用し、水材料
比(W/A) =60%で練り混ぜてスラリーを調合し
た。
Example 1 Commercially available “Denka Chemiax+15J” as an expandable material
(Kikagaku Kogyo@) was used as a heavy aggregate, converter air crushed slag (hereinafter referred to as slag) (manufactured by Nippon Kokan Fukuyama Factory, specific gravity 3.
65), and methyl hydroxyethyl cellulose (Daiichi Kogyo Yakuhin) was used as the water-soluble cellulose ether.
The crushed materials mixed at the mixing ratio shown in 1 were mixed at a water-to-material ratio (W/A) of 60% to prepare a slurry.

このスラリーを20°Cの室内で練り上げ、外径150
mm、内径38n1高さ600Bのモルタル供試体に注
入し、その充填性と破砕時間を測定した。
This slurry was kneaded in a room at 20°C, and the outer diameter was 150.
The mixture was poured into a mortar specimen having a diameter of 38 mm, an inner diameter of 38 n, and a height of 600 mm, and its filling property and crushing time were measured.

結果を表−1に併記する。The results are also listed in Table-1.

比較例1 スラグを使用しなかったこと以外は、実施例1と同様に
行った。結果を表−1に併記する。
Comparative Example 1 The same procedure as in Example 1 was carried out except that slag was not used. The results are also listed in Table-1.

実施例2 実験魔4の原料配合をベースとし、分離低減剤(以下低
減剤という)の量を表−2に示すように変化させ、実施
例1で示したものと同様に実験を行った。結果を表−2
に併記する。
Example 2 An experiment was conducted in the same manner as in Example 1, using the raw material formulation of Jikkenma 4 as a base, and varying the amount of the separation reducing agent (hereinafter referred to as reducing agent) as shown in Table 2. Table 2 of the results
Also listed in

比較例2 低減剤を使用しなかったこと以外は実施例2と同様に行
った。結果を表−2に併記する。
Comparative Example 2 The same procedure as Example 2 was carried out except that no reducing agent was used. The results are also listed in Table-2.

実施例3 原石採掘現場において火薬発破で破砕された約1.57
1L角の石灰岩転石に直径42絹、深さ1200耀の孔
を2本穿孔し、実施例2の実験/I69に示される本発
明の材料を用いたスラリーを充填した。
Example 3 Approximately 1.57 pieces crushed by gunpowder blasting at a rough stone mining site
Two holes with a diameter of 42mm and a depth of 1200mm were bored in a 1L square limestone boulder, and the holes were filled with a slurry using the material of the present invention shown in Experiment I69 of Example 2.

外気温15〜20”Cの条件下で放置したところ、11
時間で破砕した。尚、充填孔へはあらかじめ水を満して
おきこの水孔へ上記スラリーを直接注入した。
When left at an outside temperature of 15 to 20"C, 11
Shattered in time. Note that the filling hole was filled with water in advance, and the slurry was directly injected into the water hole.

比較例として、はゾ同寸法の石灰岩転石に同様の穿孔を
し水を満たした孔としこの孔にケミアツクス+15のみ
をスラリー化して受填した。結果は破砕に22時間を要
した。
As a comparative example, a similar hole was made in a limestone boulder of the same size and filled with water, and only Chemiax+15 was slurried and received in this hole. As a result, it took 22 hours to crush.

実施例4 膨張性材料として石灰の無機化合物(商品名「プライス
ター150」小野田セメント社製)を、M食骨材として
鉄粉(商品名「電解鉄粉−200」白石金属社製)を、
又分離低減剤としてメチルセルロース(商品名「メトロ
ーズ」信越化学社ff)をさらに使用し、実施例1に示
すと同様の試験を行った。原料配合と結果を表−31C
示す。
Example 4 An inorganic compound of lime (trade name "Plystar 150" manufactured by Onoda Cement Co., Ltd.) was used as the expandable material, and iron powder (trade name "Electrolytic Iron Powder-200" manufactured by Shiraishi Metals Co., Ltd.) was used as the M food aggregate.
In addition, methyl cellulose (trade name "Metrose", Shin-Etsu Chemical Co., Ltd. ff) was further used as a separation reducing agent, and the same test as shown in Example 1 was conducted. Table 31C shows raw material composition and results.
show.

(発明の効果) 本発明に係る脆性物体の水中破砕用材料は、膨張性材料
と重量骨材とさらに分離低減剤とを組み合わせることに
より、穿孔中にある水との置換が容易になると共に材料
の水による稀釈が低減され、水の無い穿孔中忙充填した
と同じ時間で破砕が可能となる。
(Effects of the Invention) The material for underwater crushing of brittle objects according to the present invention is a combination of an expandable material, heavy aggregate, and a separation reducing agent, which makes it easy to replace water in the hole, and the material dilution with water is reduced, allowing for crushing in the same amount of time as during boring without water.

さらには、水による稀釈が低減されるので、ビニールチ
ューブ等を孔中に挿入する操作が不要となり、施工のた
めの補助材料と手間の双方の費用が軽減される。
Furthermore, since dilution with water is reduced, the operation of inserting a vinyl tube or the like into the hole is no longer necessary, and the cost of both auxiliary materials and labor for construction is reduced.

従って、従来技術によるもの忙比較して、本線発明品は
、水によるスラリーの分離低減、破砕に要する時間の短
縮及び作業能率の向上の効果を有している。
Therefore, compared to the conventional technology, the product of the present invention has the effects of reducing separation of slurry by water, shortening the time required for crushing, and improving work efficiency.

Claims (1)

【特許請求の範囲】[Claims] (1)膨張性材料と重量骨材と分離低減剤とを含有して
なることを特徴とする岩石・コンクリート等脆性物体の
水中破砕用材料。
(1) A material for underwater crushing of brittle objects such as rocks and concrete, characterized by containing an expandable material, a heavy aggregate, and a separation reducing agent.
JP60025203A 1985-02-14 1985-02-14 Underwater fracture material for brittle objects Expired - Lifetime JPH0633710B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60025203A JPH0633710B2 (en) 1985-02-14 1985-02-14 Underwater fracture material for brittle objects

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60025203A JPH0633710B2 (en) 1985-02-14 1985-02-14 Underwater fracture material for brittle objects

Publications (2)

Publication Number Publication Date
JPS61186695A true JPS61186695A (en) 1986-08-20
JPH0633710B2 JPH0633710B2 (en) 1994-05-02

Family

ID=12159390

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60025203A Expired - Lifetime JPH0633710B2 (en) 1985-02-14 1985-02-14 Underwater fracture material for brittle objects

Country Status (1)

Country Link
JP (1) JPH0633710B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018040167A (en) * 2016-09-07 2018-03-15 大成建設株式会社 Static crushing method
JP2021134627A (en) * 2020-02-28 2021-09-13 宇部興産株式会社 Mud collecting method of rare earth mud and environmental load reduction method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55136308A (en) * 1979-04-12 1980-10-24 Onoda Cement Co Ltd Destructing method for brittle matter in water or seawater
JPS57123850A (en) * 1981-01-26 1982-08-02 Mitsui Petrochemical Ind Construction material mixture

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55136308A (en) * 1979-04-12 1980-10-24 Onoda Cement Co Ltd Destructing method for brittle matter in water or seawater
JPS57123850A (en) * 1981-01-26 1982-08-02 Mitsui Petrochemical Ind Construction material mixture

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018040167A (en) * 2016-09-07 2018-03-15 大成建設株式会社 Static crushing method
JP2021134627A (en) * 2020-02-28 2021-09-13 宇部興産株式会社 Mud collecting method of rare earth mud and environmental load reduction method

Also Published As

Publication number Publication date
JPH0633710B2 (en) 1994-05-02

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