JPS5879072A - Crushing agent - Google Patents

Crushing agent

Info

Publication number
JPS5879072A
JPS5879072A JP17676281A JP17676281A JPS5879072A JP S5879072 A JPS5879072 A JP S5879072A JP 17676281 A JP17676281 A JP 17676281A JP 17676281 A JP17676281 A JP 17676281A JP S5879072 A JPS5879072 A JP S5879072A
Authority
JP
Japan
Prior art keywords
crushing
parts
cement
agent
amorphous calcium
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
JP17676281A
Other languages
Japanese (ja)
Other versions
JPH0225946B2 (en
Inventor
Akira Saito
彰 斎藤
Isao Yagi
八木 勲
Seiichi Nakatani
中谷 清一
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 JP17676281A priority Critical patent/JPS5879072A/en
Publication of JPS5879072A publication Critical patent/JPS5879072A/en
Publication of JPH0225946B2 publication Critical patent/JPH0225946B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:A crushing agent, prepared by incorporating a quick setting material consisting of amorphous calcium aluminate and an inorganic sulfate and cement as a principal component, and capable of crushing a brittle material in a short time even in a cold district. CONSTITUTION:A crushing agent prepared by incorporating 100pts.wt. principal component containing (A) a mixture containing amorphous calcium aluminate with an inorganic sulfate, e.g. anhydrous gypsum or sodium sulfate, at preferably 1.5-2 weight ratio and a cement, usually portland cement, at (50-80):(50- 20) weight ratio with (B) 3pts.wt. or less dispersing agent, e.g. lignin sulfonate or water-soluble melamine resin, and (C) 5pts.wt. or less setting retarder, e.g. sodium carbonate.

Description

【発明の詳細な説明】 本発明は、岩石やコンクリートなどの脆性物体に設けた
穿孔に充てんし、その膨張圧を利用してそれを破砕する
際に使用する破砕剤に関し、−冷油での破砕工事を可能
とすることを目的とする。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a crushing agent used when filling a hole in a brittle object such as rock or concrete and crushing it using the expansion pressure. The purpose is to enable crushing work.

従来、この種の破砕剤としては、例えば特開昭56−6
7059号公報に記載されているように生石灰を含有す
るものが提案されている。しかし、この破砕剤では、5
℃以下の寒冷地においては破砕に長時間必要としたり、
さらにはその水利速度が非常に速く、水と練りまぜると
急漱に発熱してスラリーが注入口から噴出し、効率的な
破砕はで伊ないか又は全く破砕することができないとい
う欠点があった。
Conventionally, as this type of crushing agent, for example, Japanese Patent Application Laid-Open No. 56-6
As described in Japanese Patent No. 7059, one containing quicklime has been proposed. However, with this crushing agent, 5
In cold regions below ℃, crushing may require a long time,
Furthermore, the rate of water utilization is very fast, and when mixed with water, it rapidly generates heat and the slurry squirts out of the inlet, making it impossible to crush it efficiently or at all. .

本発明者は、このような生石灰を主材とする破砕材の欠
点を解決する目的で種々検討した結果、非晶質カルシウ
ムカルシウムアルミネートと無機硫酸塩を主成分とする
混合物とセメントからなるものを主材として使用すれば
、5℃以下の寒冷地においても十分に砕砕できることを
見い出し、本発明を完成したものである。
As a result of various studies aimed at resolving the drawbacks of such crushed materials mainly composed of quicklime, the inventors of the present invention have developed a material consisting of cement and a mixture whose main components are amorphous calcium calcium aluminate and inorganic sulfate. The present invention has been completed based on the discovery that the use of C. as the main material enables sufficient crushing even in cold regions of 5° C. or lower.

すなわち、本発明は、非晶質カルシウムアルミネート、
無機硫酸塩及びセメントを含有してなる主材100部に
対し、減水剤3部以下と凝結遅延剤5部以下を含有させ
てなる破砕剤である。
That is, the present invention provides amorphous calcium aluminate,
This crushing agent contains 3 parts or less of a water reducing agent and 5 parts or less of a setting retarder per 100 parts of a main material containing an inorganic sulfate and cement.

以下、詳しく本発明を説明する。The present invention will be explained in detail below.

非晶質カルシウムアルミネートは、120aO・741
g03.50aO*A]403、OaO@Al2O3,
110aO・7 A1203sOaF□、50aO’!
I A1203sOa?2などの組成割合を有するもの
であり、無機硫酸塩の存在下ですみやか忙水和反応を起
してカルシウムサルホアルミネート水和物(エトリンガ
イト)を生成し、それによって脆性物体に膨張圧を付与
するために必要な成分である。このような非晶質カルシ
ウムアルミネートは石灰分とアルミナ分を前記組成とな
るようにほぼ量論的に混合し、それを加熱溶融して急冷
することによって得られる。
Amorphous calcium aluminate is 120aO・741
g03.50aO*A]403, OaO@Al2O3,
110aO・7 A1203sOaF□, 50aO'!
I A1203sOa? It has a composition ratio of 2, etc., and in the presence of inorganic sulfates, it quickly undergoes a hydration reaction to produce calcium sulfoaluminate hydrate (ettringite), thereby imparting expansion pressure to brittle objects. It is a necessary ingredient for Such amorphous calcium aluminate can be obtained by mixing lime and alumina almost stoichiometrically so as to have the above composition, heating and melting the mixture, and then rapidly cooling the mixture.

無機硫酸塩は非晶質カルシウムアルミネートと同様に1
エトリンガイトを生成させる一成分として必要な本ので
あり、無水石膏、2水石膏、半水石膏、硫酸ソーダなど
が使用される。非晶質カルシウムアルミネートと無機硫
酸塩の配合割合は、重量で前者1に対し後者0.5〜3
、特に1.5〜2とした本のが好ましい。非晶質カルシ
ウムアルミネートと無機硫酸塩は混合物(以下、急硬材
という)として使用するのが便利であり、これの市販品
がある。急硬材の粒度は2.5m以下でブレーン比表面
積は1000〜7000 cm2/ Jilが好ましく
、これよりも細かすぎると流動性が低下し水利反応が速
すぎ、また粗すぎると流動性に問題はないが材料分離を
起し、その結果、膨張圧を小さくするので好ましくない
Inorganic sulfate is 1 similar to amorphous calcium aluminate.
This book is necessary as a component to produce ettringite, and anhydrite, dihydrate gypsum, hemihydrate gypsum, sodium sulfate, etc. are used. The mixing ratio of amorphous calcium aluminate and inorganic sulfate is 1 for the former and 0.5 to 3 for the latter by weight.
, especially books with a rating of 1.5 to 2 are preferred. It is convenient to use amorphous calcium aluminate and inorganic sulfate as a mixture (hereinafter referred to as a rapid hardening material), and there are commercially available products of this mixture. The particle size of the rapidly hardening material is preferably 2.5 m or less, and the Blaine specific surface area is preferably 1000 to 7000 cm2/Jil.If it is too fine, the fluidity will decrease and the water use reaction will be too fast, and if it is too coarse, there will be no problems with fluidity. However, this is not preferable because it causes material separation and, as a result, reduces the expansion pressure.

セメントとしては、普通、早強、超早強などのポルトラ
ンドセメントやシリカ、高炉スラグ、フライアッシュな
どを配合した混合セメント、さらにはアルミナセメント
などの1種以上が使用される。その種類によっては効果
はあまり変わらないので通常は普通ポルトランドセメン
トを使用する。
As the cement, one or more types of cement are used, such as ordinary, early strength, and ultra early strength Portland cement, mixed cement containing silica, blast furnace slag, fly ash, etc., and alumina cement. Usually, Portland cement is used because the effect does not change much depending on the type.

主材の急硬材とセメントの割合は、前者を30〜95憾
特に50〜80憾であり、後者を70〜5嚢特に50〜
120係とするのが好ましい。その理由は、急硬材30
%未満、又はセメント70係を超える主材では、5℃以
下の低温において、水るか又はセメント5憾未満の主材
では、水利発熱は急激だが膨張圧が小〜さく、その結果
、熱膨張による亀裂は発生するが、亀裂の拡大がないた
め好ましくない。
The ratio of the main material, rapid hardening wood, to cement is 30-95, especially 50-80, and the latter is 70-5, especially 50-80.
It is preferable to set the number to 120. The reason is that the sudden hardwood 30
% or more than 70% of cement at a low temperature of 5°C or lower.If the main material is water or less than 5% of cement, the heat generated by water utilization is rapid, but the expansion pressure is small to small, resulting in thermal expansion. Although cracks occur due to this, it is not preferable because the cracks do not expand.

以上のような本発明に係る主材は、スラリーの噴出はな
く、寒冷地に適し、その温度が低いほどその破砕効果は
大きくなるものである。すなわち、破砕剤の水利熱によ
って脆性物体は熱膨張を起し、その表面温度が低い程穿
孔壁付近との温度差が大きくなるので、それだけ大きな
破砕作用を示し、併わせて破砕剤自体の膨張圧が加算さ
れるので、寒冷地における破砕工事を効率よく行なうこ
とができる亀のである。
The main material according to the present invention as described above does not eject slurry and is suitable for cold regions, and the lower the temperature, the greater the crushing effect. In other words, the brittle object undergoes thermal expansion due to the heat utilization of the crushing agent, and the lower the surface temperature, the greater the temperature difference between it and the vicinity of the perforation wall, which results in a greater crushing effect, and the expansion of the crushing agent itself. Because pressure is added, crushing work in cold regions can be carried out efficiently.

本発明の破砕剤は、主材にさらに減水剤と凝結遅延剤を
存在させる。減水剤としては高性能のものが好ましく、
例えば、リグニンスルホン酸塩系、水溶性メラミン樹脂
系、高級多価アルコールのスルホン酸塩系、β−ナフタ
リンスルホン酸ホルマリン縮合物系などがあげられ、こ
れを1種以上使用する。これを主材100部に対し多く
ても3部を添加すれば、流動性を大幅に改良し水比を減
少させることができ、膨張圧が増大し一層強力にするこ
とができる。減水剤の添加効果は2部まで顕著であるが
、それ以上の添加は大幅な効果を示さないため3部以下
と限定した。凝結遅延剤としては公知の屯メが用いられ
、炭酸カリウム、炭酸ソーダ、重炭酸カリウム、重炭酸
ソーダなどの無機炭酸塩類、クエン酸、酒石酸、クエン
酸ソーダ、グルコン酸ソーダ等の有機ヒドロキシカルボ
ン酸またはその塩類から選ばれた1種以上を主材100
部に対し多くても5部を添加する。この凝結遅延剤は、
本発明の主材の水和反応を抑制するために使用される。
The crushing agent of the present invention further includes a water reducing agent and a setting retarder in the main material. A high-performance water reducing agent is preferable;
Examples include a lignin sulfonate type, a water-soluble melamine resin type, a higher polyhydric alcohol sulfonate type, a β-naphthalene sulfonic acid formalin condensate type, and one or more of these are used. If at most 3 parts of this is added to 100 parts of the main material, the fluidity can be greatly improved and the water ratio can be reduced, and the expansion pressure can be increased to make it even stronger. The effect of adding a water reducing agent is significant up to 2 parts, but since adding more than that does not show a significant effect, the amount was limited to 3 parts or less. As the setting retarder, known tunme is used, and inorganic carbonates such as potassium carbonate, sodium carbonate, potassium bicarbonate, and sodium bicarbonate, organic hydroxycarboxylic acids such as citric acid, tartaric acid, sodium citrate, and sodium gluconate, and their Main material: 100 or more selected from salts
Add at most 5 parts per part. This set retarder is
It is used to suppress the hydration reaction of the main material of the present invention.

この添加率は急硬材の品質や芳−ン比表面積によって若
干の差はあるが、5部を超える添加量は可使時間が長く
なりすぎ、その結果、膨張圧を小さくするため好ましく
ない。   ゛以上の本発明の破砕剤を使用すれば、流
動性に優れ、かつ低温においても高い膨張圧を示すスラ
リーを調合できるので、寒冷地での脆性物体を短時間に
破砕できるという効果を発現する。
Although the addition rate varies slightly depending on the quality of the rapidly hardening material and the aromatic specific surface area, addition of more than 5 parts is not preferable because the pot life becomes too long and, as a result, the expansion pressure becomes low. By using the above-described crushing agent of the present invention, it is possible to prepare a slurry that has excellent fluidity and exhibits a high expansion pressure even at low temperatures, thereby achieving the effect of crushing brittle objects in cold regions in a short time. .

以下、実施例をあげてさらに詳しく説明する。Hereinafter, the present invention will be explained in more detail with reference to examples.

なお、本明細書に記載の憾及び部はいずれも重量基準で
示した。
In addition, both parts and parts described in this specification are shown on a weight basis.

実施例1 120a0・7 Al2O*の組成を有する非晶質カル
シウムアルミネー)IK対し■型無水石膏1.5の重量
割合としたブレーン比表面積1500 tyn2/ i
の急硬材60優とブレーン比表面積5200CIL2/
jiの普通ポルトランドセメント40%の割合からなる
主材100部に対し、リグニンスルポン酸カルシウムな
主成分とする市販の減水剤(商品名「ウルトラシン」)
2部と凝結遅延剤(炭酸カリウム70係、グルコン酸ソ
ーダ16優、クエン酸17係の混合物)1〜5部を配合
して破砕剤とした。このもの100部に25部の水を混
合してスラリーとし、その性能試験を行なった。その結
果を第1表に示す。試験に用いた脆性物体は、直径15
cIL高さ50cmのモルタル硬化体(圧縮強度526
 K9f/cIL2、引張強度52ψ眉2)であり、そ
の中央部に直径28mの孔を貫通し、そこへスラリーを
注入し0℃室温に放置したものである。
Example 1 Blaine specific surface area 1500 tyn2/i with a weight ratio of ■ type anhydrite 1.5 to IK (amorphous calcium alumina having a composition of 120a0.7 Al2O*)
Rapidly hardened material 60% and Brain specific surface area 5200CIL2/
A commercially available water-reducing agent (trade name: "Ultrathin") whose main component is calcium lignin sulfonate is added to 100 parts of the main material consisting of 40% ordinary Portland cement.
2 parts and 1 to 5 parts of a setting retarder (a mixture of 70 parts potassium carbonate, 16 parts sodium gluconate, and 17 parts citric acid) were mixed to prepare a crushing agent. A slurry was prepared by mixing 100 parts of this material with 25 parts of water, and a performance test was conducted on the slurry. The results are shown in Table 1. The brittle object used in the test had a diameter of 15
cIL Height 50cm mortar hardened body (compressive strength 526
K9f/cIL2, tensile strength 52ψ 2), a hole with a diameter of 28 m was penetrated in the center, the slurry was injected into the hole, and the slurry was left at room temperature at 0°C.

第1表 実施例2 実施例1の急硬材をブレーン比表面積5000cntV
Iとしたものと普通ポルトランドセメントとの割合を種
々変化させた主材100部に、減水剤2部と凝結遅延剤
2部を配合し、この破砕剤100部に30部の水を混合
してスラリーとした。そのスラリー〇室温5℃における
12時間の膨張圧を第2表に示す。膨張圧は、内径36
1m高さ600111の配管用炭素鋼鋼管の底部に鋼板
を熔接し、その表面の高さ中央部にゲージ長10朋のペ
ーパーストレインゲージな円周方向と軸方向に貼付した
鋼管内にスラリーを注入し、放置したときの鋼管の歪み
から算出したものである。
Table 1 Example 2 Blaine specific surface area of the rapidly hardened material of Example 1 5000cntV
100 parts of the main material with various ratios of I and ordinary Portland cement were mixed with 2 parts of water reducing agent and 2 parts of setting retarder, and 100 parts of this crushing agent was mixed with 30 parts of water. It was made into a slurry. Table 2 shows the expansion pressure of the slurry for 12 hours at a room temperature of 5°C. The inflation pressure is the inner diameter 36
A steel plate is welded to the bottom of a carbon steel pipe with a height of 600111 for piping, and a paper strain gauge with a gauge length of 10 mm is attached to the center of the surface of the steel pipe in the circumferential and axial directions, and slurry is injected into the steel pipe. It is calculated from the distortion of the steel pipe when it is left unused.

以下余白 ( ζ と 蟲 第2表に示した通り、本発明の破砕剤は、主材り急硬材
割合が30〜95憾、特に50〜80係o41のにおい
て、低温で大きな膨張圧を発現する二とがわかる。
As shown in Table 2 below, the crushing agent of the present invention exhibits a large expansion pressure at low temperatures when the main material has a rapidly hardwood ratio of 30 to 95, especially 50 to 80 o41. I understand the second thing to do.

趣施例3 実施例1の凝結遅延剤の配合量を2部とした破卆剤スラ
リーを、約1.5 m” (1x 1.5 x 171
1 )D岩石中央部に施した一直径36龍深さ80cI
Lの孔(注入し、0〜3℃の雰囲気に放置したところ、
v′J1時間50分で亀裂が発生し、さらに10分後C
は2個の小塊に破壊した。
Example 3 A blasting agent slurry containing 2 parts of the setting retarder of Example 1 was prepared in an area of about 1.5 m" (1 x 1.5 x 171
1) A diameter of 36 cm and a depth of 80 cI applied to the center of rock D.
L hole (when injected and left in an atmosphere of 0 to 3℃,
C
broke into two small pieces.

比較のため、生石灰を主成分とする市販の破砕剤を用い
て同様な低温破砕工事を行なったところ、1週間経過し
ても破砕しなかった。
For comparison, similar low-temperature crushing work was performed using a commercially available crushing agent containing quicklime as the main component, but no crushing occurred even after one week had passed.

特許出願人  電気化学工業株式会社Patent applicant: Denki Kagaku Kogyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 非晶質カルシウムアルミネート、無機硫酸塩及びセメン
トを含有してなる主材100重量部に対し、減水剤3重
量部以下と凝結遅延剤5重量部以下を含有させてなる破
砕剤。
A crushing agent comprising 100 parts by weight of a main material containing amorphous calcium aluminate, inorganic sulfate, and cement, and 3 parts by weight or less of a water reducing agent and 5 parts by weight or less of a setting retarder.
JP17676281A 1981-11-04 1981-11-04 Crushing agent Granted JPS5879072A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17676281A JPS5879072A (en) 1981-11-04 1981-11-04 Crushing agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17676281A JPS5879072A (en) 1981-11-04 1981-11-04 Crushing agent

Publications (2)

Publication Number Publication Date
JPS5879072A true JPS5879072A (en) 1983-05-12
JPH0225946B2 JPH0225946B2 (en) 1990-06-06

Family

ID=16019361

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17676281A Granted JPS5879072A (en) 1981-11-04 1981-11-04 Crushing agent

Country Status (1)

Country Link
JP (1) JPS5879072A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000003958A1 (en) * 1998-07-17 2000-01-27 Ardex Gmbh Shigait forming binder mixture
CN113511875A (en) * 2021-05-29 2021-10-19 石家庄市长安育才建材有限公司 Low-temperature efficient soundless crushing agent and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4878748A (en) * 1972-01-25 1973-10-22
JPS57119850A (en) * 1981-01-16 1982-07-26 Asahi Denka Kogyo Kk Crushing agent
JPS57187044A (en) * 1981-05-12 1982-11-17 Denki Kagaku Kogyo Kk Crushing agent

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4878748A (en) * 1972-01-25 1973-10-22
JPS57119850A (en) * 1981-01-16 1982-07-26 Asahi Denka Kogyo Kk Crushing agent
JPS57187044A (en) * 1981-05-12 1982-11-17 Denki Kagaku Kogyo Kk Crushing agent

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000003958A1 (en) * 1998-07-17 2000-01-27 Ardex Gmbh Shigait forming binder mixture
CN113511875A (en) * 2021-05-29 2021-10-19 石家庄市长安育才建材有限公司 Low-temperature efficient soundless crushing agent and preparation method thereof

Also Published As

Publication number Publication date
JPH0225946B2 (en) 1990-06-06

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