JPH06200232A - Fracturing agent composition - Google Patents

Fracturing agent composition

Info

Publication number
JPH06200232A
JPH06200232A JP17334891A JP17334891A JPH06200232A JP H06200232 A JPH06200232 A JP H06200232A JP 17334891 A JP17334891 A JP 17334891A JP 17334891 A JP17334891 A JP 17334891A JP H06200232 A JPH06200232 A JP H06200232A
Authority
JP
Japan
Prior art keywords
cement
clinker
self
crushing
hardening substance
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
JP17334891A
Other languages
Japanese (ja)
Other versions
JPH08902B2 (en
Inventor
Toshiharu Hida
俊晴 桧田
Hideo Yamamoto
英夫 山本
Masunori Nozaki
益則 野崎
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.)
ONODA KK
Onoda Cement Co Ltd
Onoda Corp
Original Assignee
ONODA KK
Onoda Cement Co Ltd
Onoda Corp
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 ONODA KK, Onoda Cement Co Ltd, Onoda Corp filed Critical ONODA KK
Priority to JP3173348A priority Critical patent/JPH08902B2/en
Publication of JPH06200232A publication Critical patent/JPH06200232A/en
Publication of JPH08902B2 publication Critical patent/JPH08902B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/06Aluminous cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00034Physico-chemical characteristics of the mixtures
    • C04B2111/00086Mixtures with prolonged pot-life
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Disintegrating Or Milling (AREA)

Abstract

PURPOSE:To obtain a composition which can statically and safely fracture rocks or the like within a short time by using specified clinkers based on quick lime and a specified self-hardening substance, etc. CONSTITUTION:This fracturing agent composition comprises clinkers based on quick lime, a self-hardening substance, a cement water reducing agent (e.g. water-soluble melamine resin), and a pot life regulator (e.g. calcium carbonate). The clinker comprises a group of particles with diameters of 10-1.5mm and a group of particles with diameters of 0.5mm or below, and the self-hardening substance is a quick-setting cement, desirably alumina cement or jet cement.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本願発明は、岩石等の脆性物体を
破壊するための静的破砕剤組成物に関し、更に詳しく
は、いわゆるギャップグレイドの粒径をもつクリンカー
と急硬性セメントとを使用することにより、安全かつ短
時間に、作業性良く破砕することができるようにした破
砕剤組成物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a static crushing agent composition for breaking brittle objects such as rocks, and more specifically, it uses a clinker having a so-called gap grade particle size and a rapid hardening cement. Thus, the present invention relates to a crushing agent composition that can be crushed safely and in a short time with good workability.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】従来、
転石、地山、コンクリート等の脆性物体を破壊する工法
の一つとして、脆性物体に予め穿孔し、この孔中に粉末
状膨張性破砕剤と水とを混練して造ったスラリーを注入
し、破砕剤スラリーが水和する過程で発生する膨張圧を
利用して脆性物体を破砕する工法が知られている。そし
て、この工法に使用される破砕剤としては、例えば特公
昭60−1904号公報が公知である。しかしながら、
この工法は火薬あるいは重機械類による破壊工法に比較
して必ずしも有利とはいえないものであった。その理由
は、前記した破砕剤は、施工時の安全性を考慮すると、
破砕剤スラリーの反応時間(破砕時間)を10〜20時
間以下に短縮することができないからである。すなわ
ち、従来の破砕剤に塩化カルシウム等の水和促進剤を加
えたり、破砕剤をさらに細かくして水和反応を促進して
反応時間を短縮すると、水和熱が孔内に蓄積して、未反
応の水分が加圧水蒸気となり、これにより破砕剤スラリ
ーが孔外に噴出してしまうので、膨張圧が破砕力として
作用し難くなると共に極めて危険である。
2. Description of the Related Art Conventionally, the problems to be solved by the invention
Rolled rock, rock mass, as one of the methods of destroying brittle objects such as concrete, pre-drilling the brittle object, injecting a slurry made by kneading powdery expansive crushing agent and water into the holes, There is known a method of crushing a brittle object by utilizing the expansion pressure generated in the process of hydration of the crushing agent slurry. As a crushing agent used in this method, for example, Japanese Patent Publication No. 60-1904 is known. However,
This method was not always advantageous compared to the destructive method using explosives or heavy machinery. The reason is that the above-mentioned crushing agent, considering the safety during construction,
This is because the reaction time (crushing time) of the crushing agent slurry cannot be shortened to 10 to 20 hours or less. That is, if a hydration accelerator such as calcium chloride is added to the conventional crushing agent, or if the crushing agent is further refined to accelerate the hydration reaction and shorten the reaction time, the heat of hydration accumulates in the pores, The unreacted water becomes pressurized steam, and the crushing agent slurry is jetted out of the holes, so that the expansion pressure becomes difficult to act as the crushing force and is extremely dangerous.

【0003】そこで、このような噴出現象を防止する破
砕剤、工法等が公表されたが、次に述べるようにいずれ
も欠点が残っている。 (1)破砕剤をカートリッジタイプとして自由水を少な
くしたもの(既に市販済み)。しかしこの破砕剤は、破
砕剤を孔中に充填し、十分突き固めなければ効果が無い
ので作業性が著しく悪くなる。 (2)粉末状破砕剤を加圧成形して一定粒度範囲とし、
あるいは粗粒状にする(特公平2−17596号公報)
ことによって、水蒸気を系外に逃す方法。しかしこれら
の造粒破砕剤は、製造が煩雑であると共に、充填時に空
隙が多くなるので十分な破砕効果が得られない場合が多
い。 (3)施工に際し、孔上部に水蒸気に抗する蓋を設ける
方法。作業が煩雑であるため実用的でない。 本願発明者等は、生石灰を主体とし、短時間に大きな膨
張圧が得られる破砕剤を得るために種々研究した結果、
密度の高い粒子組成と急硬性セメントを組み合わせるこ
とにより、噴出現象の心配がなく、しかも前記欠点を解
消した破砕剤が得られることを知見し、本願発明を完成
させるに至ったものである。
Therefore, a crushing agent, a construction method and the like for preventing such a jetting phenomenon have been published, but as described below, all have drawbacks. (1) Cartridge type crushing agent with less free water (already on the market). However, this crushing agent has no effect unless the crushing agent is filled in the holes and sufficiently tamped, so that the workability is significantly deteriorated. (2) The powdery crushing agent is pressure-molded into a certain particle size range,
Alternatively, it is made into a coarse grain (Japanese Patent Publication No. 2-17596).
By doing so, a method of releasing water vapor out of the system. However, since these granulating and crushing agents are complicated to manufacture and have many voids at the time of filling, a sufficient crushing effect cannot be often obtained. (3) A method of providing a lid against water vapor on the upper part of the hole during construction. It is not practical because the work is complicated. The inventors of the present application, as a result of various studies to obtain a crushing agent that is mainly made of quick lime and can obtain a large expansion pressure in a short time,
The inventors have found that a crushing agent that eliminates the above-mentioned drawbacks and that eliminates the above-mentioned drawbacks can be obtained by combining a high-density particle composition and a rapid-hardening cement, and completed the present invention.

【0004】[0004]

【課題を解決するための手段】本願は以上の欠点を解消
するためになされたもので、次の(1)〜(3)に記載
する発明から構成されている。 (1)生石灰を主成分とするクリンカー、自硬性物質、
セメント減水剤及び可使時間調整剤からなる破砕剤組成
物において、クリンカーとして粒径10〜1.5mm及
び0.7mm以下の粒群のみのクリンカーと、自硬性物
質として急硬性セメントを含有することを特徴とする破
砕剤組成物。 (2)クリンカーは、その粒子の表面の角張りが削られ
た状態のものであり、かつ10〜1.5mmの粒径を有
するクリンカーと、0.7mm以下の粒径を有するクリ
ンカーの重量比が、(60〜95:40〜5)である前
記(1)に記載する破砕剤組成物。 (3)自硬性物質として、アルミナセメント及びジェッ
トセメント、またはこれらと普通セメントを含有する前
記(1)、または前記(2)に記載する破砕剤組成物。
The present application has been made to solve the above drawbacks, and is constituted by the inventions described in the following (1) to (3). (1) Clinker containing quicklime as a main component, self-hardening substance,
A crushing agent composition comprising a cement water reducing agent and a pot life adjusting agent, which contains a clinker having a particle size of 10 to 1.5 mm and 0.7 mm or less as a clinker, and a rapid hardening cement as a self-hardening substance A crushing agent composition comprising: (2) The clinker is in a state in which the squareness of the surface of the particles is removed, and the weight ratio of the clinker having a particle size of 10 to 1.5 mm and the clinker having a particle size of 0.7 mm or less. Is (60-95: 40-5), The crushing agent composition as described in said (1). (3) The crushing agent composition as described in (1) or (2) above, which contains alumina cement and jet cement as the self-hardening substance, or these and ordinary cement.

【0005】本願発明において、生石灰を主成分とする
クリンカーとは、石灰石を焼成することによって得られ
るもの、または石灰石を主成分とし、これにSiO
Al,Fe等の成分を含む粘土、硫酸カル
シウム等の1種または2種以上からなる混合物を焼成し
て得られるものであり、例えば1350〜1450度
(摂氏)で1〜24時間焼成して得られる堅固なもので
ある。そして、これら硬焼クリンカーを粗砕したものの
中、10〜1.5mmの粒径群と、0.7mm以下の粒
径群のみ、言い換えれば1.5mm〜0.7mm以下の
粒径群を含まぬ、いわゆるギャップグレード粒子組成の
ものを使用する。また、少なくとも10〜1.5mmの
粒径群は、例えばトロンメル等で粒子表面の角張りが削
り取られ、より球状に近く整形されたものである。その
整形の程度は、本願発明の組成物としての単位容積重量
が1.8以上、より好ましくは1.9(kg/l)以上
のものである。更に、これらの2粒径群のクリンカーの
割合は、その重量比が、(60〜95:40〜5)であ
ることが望ましい。粗粒部の重量比が60未満では、組
成物スラリーの流動性が小さく作業性が悪くなる。ま
た、粗粒部の重量比が95超えると充填度が低くなり過
ぎ、水和反応が遅くなる。本願発明では、上記のような
クリンカーは、使用に際しボールベリングのような作用
を示し、しかも破砕剤組成物は、緊密に充填されること
になるので、施工に際しての使用水量を大幅に減らすこ
とが可能となる。
[0005] In the present invention, the clinker mainly composed of quick lime, those obtained by firing limestone or a main component limestone, this SiO 2,
It is obtained by firing a mixture containing components such as Al 2 O 3 , Fe 2 O 3 and the like, calcium sulfate, etc., or a mixture of two or more thereof, for example, 1350 to 1450 ° C. It is a solid product obtained by firing for 24 hours. And, among those obtained by crushing these hard-baked clinker, only a particle size group of 10 to 1.5 mm and a particle size group of 0.7 mm or less, in other words, a particle size group of 1.5 mm to 0.7 mm or less are included. In addition, a so-called gap grade particle composition is used. In addition, the particle size group of at least 10 to 1.5 mm is one in which the squareness of the particle surface is scraped off with, for example, trommel or the like, and the particle is shaped more like a sphere. The degree of shaping is such that the unit volume weight of the composition of the present invention is 1.8 or more, and more preferably 1.9 (kg / l) or more. Further, the weight ratio of the clinker in these two particle size groups is preferably (60 to 95:40 to 5). When the weight ratio of the coarse particle portion is less than 60, the fluidity of the composition slurry is small and the workability is deteriorated. If the weight ratio of the coarse-grained portion exceeds 95, the filling degree becomes too low and the hydration reaction becomes slow. In the present invention, the clinker as described above exhibits an action such as ball belling during use, and since the crushing agent composition is closely packed, it is possible to greatly reduce the amount of water used during construction. It will be possible.

【0006】本願発明において自硬性物質とは、いわゆ
る水硬性を有するセメントをいう。本願発明ではその中
でも急硬性セメント、例えばアルミナセメント、ジェッ
トセメント等の短時間に凝結硬化する性能を有するセメ
ントを必須とするものである。これらのセメントは、1
2CaO・7Al,3CaO・Al,Ca
O・Al,11CaO・7Al・Ca
,3CaO・3Al・CaF,3CaO・
3Al・CaSO等のカルシウムアルミネート
を含むものである。また普通セメントとは、市販のポル
トランドセメントはもとより、フライアッシュセメント
や高炉セメント等の混合セメントを含むものである。自
硬性物質に占める急硬性セメントの割合は、5重量%以
上であり、組成物の配合、性状、あるいは使用環境等の
条件により適宜選択することができる。急硬性セメント
が5重量%未満では、孔壁との摩擦が十分ではないた
め、水和膨張力が孔上部、開口部等へ逃げてしまい、ま
た水和反応熱により自由水が蒸気となり、スラリーを噴
出させてしまう危険がある。なお、生石灰を主成分とす
るクリンカーと自硬性物質との配合重量比は、(90〜
60:10〜40)である。自硬性物質の配合重量比が
10に満たないと、生石灰の消化反応が大きくて水蒸気
圧に抗する強度が得られないので、注入孔からの噴出現
象の危険性があり、膨張圧が破砕力とならない。また、
自硬性物質の配合重量比が40を越えると、膨張圧が低
下し、破砕に時間がかかり過ぎ、十分な破砕効果が得ら
れない。
In the present invention, the self-hardening substance is a cement having so-called hydraulic property. In the present invention, among them, rapid hardening cement, for example, cement having the ability to set and harden in a short time such as alumina cement and jet cement is essential. These cements are 1
2CaO · 7Al 2 O 3 , 3CaO · Al 2 O 3 , Ca
O ・ Al 2 O 3 , 11CaO ・ 7Al 2 O 3・ Ca
F 2, 3CaO · 3Al 2 O 3 · CaF 2, 3CaO ·
It contains calcium aluminate such as 3Al 2 O 3 .CaSO 4 . The ordinary cement includes not only commercially available Portland cement but also mixed cement such as fly ash cement and blast furnace cement. The proportion of the quick-hardening cement in the self-hardening substance is 5% by weight or more, and can be appropriately selected depending on the conditions such as the composition of the composition, the properties, and the use environment. If the rapid hardening cement content is less than 5% by weight, the friction with the pore wall is not sufficient, and the hydration expansion force escapes to the upper part of the pores, the openings, etc., and free water becomes steam due to the heat of hydration reaction, resulting in slurry. There is a risk of spouting. The blending weight ratio of the clinker containing quicklime as the main component and the self-hardening substance is (90 to
60:10 to 40). If the blending weight ratio of the self-hardening substance is less than 10, the digestive reaction of quick lime is large and strength against water vapor pressure cannot be obtained, so there is a risk of ejection from the injection hole, and the expansion pressure causes the crushing force. It does not become. Also,
If the blending weight ratio of the self-hardening substance exceeds 40, the swelling pressure decreases, and the crushing takes too much time, and a sufficient crushing effect cannot be obtained.

【0007】本願発明の破砕剤組成物では、上記主要成
分に、更に使用水量を減らす目的で、セメント減水剤を
使用し、また必要に応じて所望の可使時間を確保するた
めの調整材である凝結遅延剤、あるいは凝結促進剤を配
合する。ここでセメント減水剤とは、組成物の流動性を
向上させて使用水量を減少させる目的で使用するもので
あり、高性能のものほど好ましい。例えばβ−ナフタリ
ンスルホン酸塩系、ポリカルボン酸塩系、リグニンスル
ホン酸塩系、水溶性メラミン樹脂系等の1種以上が使用
される。使用量は、自硬性物質に対して、例えば0.2
〜3重量%の範囲で適宜選択する。また可使時間調整剤
とは、クリンカー成分及び自硬性物質の水和反応速度を
調整して、作業に必要な可使時間を確保する目的で使用
するものであり、例えば炭酸カリウム、炭酸ソーダ、重
炭酸ソーダ等の無機塩や、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、あるいはアルカリ金属、アルカリ土
類金属の塩化物、あるいは硝酸塩等から選ばれた1種以
上が上げられる。
In the crushing agent composition of the present invention, a cement water reducing agent is used as the main component for the purpose of further reducing the amount of water used, and is also an adjusting material for securing a desired pot life when necessary. Add a set retarder or set accelerator. Here, the cement water-reducing agent is used for the purpose of improving the fluidity of the composition and reducing the amount of water used, and higher performance is more preferable. For example, one or more of β-naphthalene sulfonate, polycarboxylate, lignin sulfonate, and water-soluble melamine resin are used. The amount used is, for example, 0.2 with respect to the self-hardening substance.
The amount is appropriately selected within the range of 3 wt%. Further, the pot life adjusting agent is used for the purpose of adjusting the hydration reaction rate of the clinker component and the self-hardening substance to secure the pot life necessary for the work, for example, potassium carbonate, sodium carbonate, One selected from inorganic salts such as sodium bicarbonate, organic hydroxycarboxylic acids or salts thereof such as citric acid, tartaric acid, sodium citrate, sodium gluconate, etc., or chlorides of alkali metals, alkaline earth metals, nitrates, etc. The above is raised.

【0008】本願発明の組成物は、ギャップグレードの
クリンカーと減水剤を使用しているので、少量の水の使
用により流動性のよいスラリーが得られる。そして可使
時間調整剤により、必要な作業時間が確保され、自硬性
物質が施工条件に応じて短時間内に硬化する。従って、
生灰石を主成分とするクリンカーの水和による膨張力が
有効に被破砕物の窄孔の側壁に伝わり、孔壁に大きな摩
擦力を生じ、硬化物を側壁に硬く密着させることができ
る。そのため非常に大きな膨張圧を発現することができ
る。しかも水蒸気によるスラリーの孔外への噴出の危険
がないので、脆性物体の破砕作業を安全確実に行なうこ
とができる。
Since the composition of the present invention uses a gap grade clinker and a water reducing agent, a slurry having good fluidity can be obtained by using a small amount of water. Then, the pot life adjusting agent secures a necessary working time, and the self-hardening substance is cured within a short time according to the construction conditions. Therefore,
The expansion force due to the hydration of the clinker containing wollastonite as a main component is effectively transmitted to the side wall of the pore of the crushed object, a large frictional force is generated on the hole wall, and the hardened material can be firmly adhered to the side wall. Therefore, a very large expansion pressure can be expressed. Moreover, since there is no danger of the slurry being jetted out of the holes due to water vapor, it is possible to safely and reliably perform the crushing operation of the brittle object.

【0009】また、本願発明の組成物を使用するにあた
り、スラリーの流動性を向上させる目的で砂のようなも
のを使用することができる。その他、組成物の作用を阻
害しない範囲で、上記以外の混和材料を適宜配合するこ
とができる。
When using the composition of the present invention, a sand-like material can be used for the purpose of improving the fluidity of the slurry. In addition, admixture materials other than the above can be appropriately blended within a range that does not impair the action of the composition.

【0010】以下、実施例、試験例、比較例により、更
に本願発明を詳しく説明する。 <使用した原材料> *生石灰を主成分とするクリンカー 石灰石93重量部、粘土5重量部及び石こう2重量部の
混合粉末を、1450度(摂氏)で2時間焼成して得た
焼結体、及び石灰石を1350度(摂氏)で24時間焼
成して得た焼結体を、それぞれインペラブレーカーで粗
砕し、径750mmのトロンメル(1回転/秒)に10
分間かけて角張り除去処理した後、篩分けし、8.0〜
2.5mm及び0.7mm以下、並びに8.0〜1.2
mm及び0.7mm以下の粒群のクリンカーを調整し
た。なお、比較のため8.0mm以下の粒群のもの、及
びトロンメル処理(角張り除去処理)しないもの(N
o.9及びNo.12)も用意した。 *自硬性物質 アルミナセメント1号(電気化学工業(株)製)、ジェ
ットセメント(小野田セメント(株)製)、及び普通ポ
ルトランドセメント(小野田セメント(株)製)を使用
した。 *セメント減水剤 メルメントF10(メラミン系,昭和電工(株)製) *可使時間調整剤 炭酸カルシウム *川砂 2.5〜0.3mm(小笠産、比重2.75)
Hereinafter, the present invention will be described in more detail with reference to Examples, Test Examples and Comparative Examples. <Raw materials used> * Clinker containing quicklime as a main component A sintered body obtained by firing a mixed powder of 93 parts by weight of limestone, 5 parts by weight of clay and 2 parts by weight of gypsum at 1450 degrees Celsius for 2 hours, and The sinter obtained by firing limestone at 1350 degrees Celsius for 24 hours was coarsely crushed with an impeller breaker, and was crushed into 750 mm diameter trommel (1 rotation / second).
After removing the squeezing for over a minute, the product is sieved and
2.5 mm and 0.7 mm or less, and 8.0 to 1.2
The clinker of the particle group of mm and 0.7 mm or less was adjusted. For comparison, particles having a particle size of 8.0 mm or less and those without trommel treatment (corner removal treatment) (N
o. 9 and No. 12) was also prepared. * Self-hardening substance Alumina cement No. 1 (manufactured by Denki Kagaku Kogyo Co., Ltd.), jet cement (manufactured by Onoda Cement Co., Ltd.), and ordinary Portland cement (manufactured by Onoda Cement Co., Ltd.) were used. * Cement water reducing agent Melment F10 (Melamine type, manufactured by Showa Denko KK) * Working time adjusting agent Calcium carbonate * Kawasuna 2.5-0.3mm (Ogasa product, specific gravity 2.75)

【0011】<実験例>クリンカー及び自硬性物質を、
下記の表1に示す割合で使用し、減水剤および可使時間
調整剤は夫々自硬性物質に対し、0.5及び0.2重量
%で配合したものに、水比20重量%となるように水を
加えて、30秒間混練し、スラリーを調製した。得られ
たスラリーを、予め歪み計を取りつけておいた内径40
mm、長さ300mmの鋼管に注入し、2時間、3時
間、及び4時間後に歪を測定することにより、膨張圧を
求めた。それらの結果を、表1に示した。なお、実験は
全て20度(摂氏)にて行った。なお、No.9及びN
o.12は、トロンメル処理(角張り除去処理)しない
クリンカーを使用した例である。また、No.7及びN
o.10では、スラリーが噴出してしまった。
<Experimental example> A clinker and a self-hardening substance were used.
Used in the proportions shown in Table 1 below, the water reducing agent and the pot life adjusting agent were added to the self-hardening substance at 0.5 and 0.2% by weight, respectively, so that the water ratio was 20% by weight. Water was added to and kneaded for 30 seconds to prepare a slurry. The obtained slurry was used as an inner diameter 40 with a strain gauge attached beforehand.
The expansion pressure was obtained by pouring the steel into a steel pipe having a length of 300 mm and a length of 300 mm, and measuring the strain after 2 hours, 3 hours, and 4 hours. The results are shown in Table 1. All experiments were conducted at 20 degrees Celsius. In addition, No. 9 and N
o. No. 12 is an example using a clinker which is not treated with trommel (stripping treatment). In addition, No. 7 and N
o. In 10, the slurry was jetted out.

【0012】[0012]

【表1】[Table 1]

【0013】[0013]

【実施例】600×600×600mmのコンクリート
供試体の中央部に、φ40×400mmの孔を穿設し、
実験例1で使用した組成の破砕剤スラリーを充填した。
約2時間後に0.5mmのクラックが発生し、3時間後
には完全に分割された。なお、比較例として、実験例1
1で使用した組成の破砕剤スラリーを充填した場合は、
約6時間後に0.5mmのクラックが発生し、完全に分
割されるには8時間を要した。
Example: A hole of φ40 × 400 mm was drilled in the central portion of a 600 × 600 × 600 mm concrete specimen,
The crushing agent slurry having the composition used in Experimental Example 1 was filled.
A crack of 0.5 mm was generated after about 2 hours, and completely divided after 3 hours. As a comparative example, Experimental Example 1
When the crushing agent slurry having the composition used in 1 is filled,
A crack of 0.5 mm was generated after about 6 hours, and it took 8 hours to completely divide it.

【0014】[0014]

【発明の効果】本願発明の破砕剤組成物は、上記のよう
に構成したから、使用水量が少なく、流動性が良く、短
時間に水和反応が起こるので、3時間以内に250kg
以上の膨張圧が効果的に発現し、短時間に大きな膨張破
壊力が得られるものである。しかも、スラリー噴出の危
険性が無いので、脆弱性物体の破砕作業を安全で効率よ
く、短時間に行うことができるという効果を有する。
EFFECTS OF THE INVENTION Since the crushing agent composition of the present invention is constituted as described above, the amount of water used is small, the fluidity is good, and the hydration reaction occurs in a short time.
The above-mentioned expansion pressure is effectively exhibited, and a large expansion destruction force can be obtained in a short time. Moreover, since there is no danger of the slurry being jetted, there is an effect that the fragile object can be crushed safely and efficiently in a short time.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 野崎 益則 東京都小金井市東町4−13−36第5ハイム 清水102号 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Masinori Nozaki No. 102 Shimizu No. 5 Heim 4-13-36 Higashimachi, Koganei, Tokyo

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 生石灰を主成分とするクリンカー、自硬
性物質、セメント減水剤及び可使時間調整剤からなる破
砕剤組成物において、クリンカーとして粒径10〜1.
5mm及び0.7mm以下の粒群のみのクリンカーと、
自硬性物質として急硬性セメントを含有することを特徴
とする破砕剤組成物。
1. A crushing agent composition comprising a clinker containing lime as a main component, a self-hardening substance, a cement water reducing agent and a pot life adjusting agent, and having a particle size of 10 to 1.
A clinker of only particle groups of 5 mm and 0.7 mm or less,
A crushing agent composition comprising a rapid hardening cement as a self-hardening substance.
【請求項2】 クリンカーは、その粒子の表面の角張り
が削られた状態のものであり、かつ10〜1.5mmの
粒径を有するクリンカーと、0.7mm以下の粒径を有
するクリンカーの重量比が、(60〜95:40〜5)
である請求項1に記載する破砕剤組成物。
2. The clinker is a clinker having a particle size of 10 to 1.5 mm and a clinker having a particle size of 0.7 mm or less. Weight ratio is (60-95: 40-5)
The crushing agent composition according to claim 1, which is
【請求項3】 自硬性物質として、アルミナセメント及
びジェットセメント、またはこれらと普通セメントを含
有する請求項1または請求項2に記載する破砕剤組成
物。
3. The crushing agent composition according to claim 1 or 2, which contains alumina cement and jet cement, or these and ordinary cement as the self-hardening substance.
JP3173348A 1991-06-19 1991-06-19 Crushing agent composition Expired - Lifetime JPH08902B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3173348A JPH08902B2 (en) 1991-06-19 1991-06-19 Crushing agent composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3173348A JPH08902B2 (en) 1991-06-19 1991-06-19 Crushing agent composition

Publications (2)

Publication Number Publication Date
JPH06200232A true JPH06200232A (en) 1994-07-19
JPH08902B2 JPH08902B2 (en) 1996-01-10

Family

ID=15958752

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3173348A Expired - Lifetime JPH08902B2 (en) 1991-06-19 1991-06-19 Crushing agent composition

Country Status (1)

Country Link
JP (1) JPH08902B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114105579A (en) * 2021-09-18 2022-03-01 焦作市红石环保科技有限公司 Aluminate cement and quick lime based static blasting agent and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5975976A (en) * 1982-10-23 1984-04-28 Denki Kagaku Kogyo Kk Static crushing agent
JPS59135277A (en) * 1983-01-21 1984-08-03 Sumitomo Cement Co Ltd Expandable crushing composition
JPH0277481A (en) * 1988-09-14 1990-03-16 Asahi Chem Ind Co Ltd Static crushing agent

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5975976A (en) * 1982-10-23 1984-04-28 Denki Kagaku Kogyo Kk Static crushing agent
JPS59135277A (en) * 1983-01-21 1984-08-03 Sumitomo Cement Co Ltd Expandable crushing composition
JPH0277481A (en) * 1988-09-14 1990-03-16 Asahi Chem Ind Co Ltd Static crushing agent

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114105579A (en) * 2021-09-18 2022-03-01 焦作市红石环保科技有限公司 Aluminate cement and quick lime based static blasting agent and preparation method thereof

Also Published As

Publication number Publication date
JPH08902B2 (en) 1996-01-10

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