JPH0258672A - Static crushing agent - Google Patents

Static crushing agent

Info

Publication number
JPH0258672A
JPH0258672A JP20802788A JP20802788A JPH0258672A JP H0258672 A JPH0258672 A JP H0258672A JP 20802788 A JP20802788 A JP 20802788A JP 20802788 A JP20802788 A JP 20802788A JP H0258672 A JPH0258672 A JP H0258672A
Authority
JP
Japan
Prior art keywords
grains
agent
crushing
crashing
hydration
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
JP20802788A
Other languages
Japanese (ja)
Inventor
Kazutaka Watabe
一孝 渡部
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP20802788A priority Critical patent/JPH0258672A/en
Publication of JPH0258672A publication Critical patent/JPH0258672A/en
Pending legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To facilitate regulation of a crack occurring time and to sharply reduce the occurrence of gun phenomenon by a method wherein a crashing agent is formed in the shape of a grain, grains being given % of all grains and having a hydration reaction speed higher than that of remaining grains are contained in a container capable of crashing. CONSTITUTION:At least two kinds of grains consisting mainly of quick lime having a Blaine's value of 2000-8000cm<2>/g and the shape of an agent being a grain of approximate 1-30mm and a hydration reaction speed of 5-50% of all grains being higher than that of remaining grains and different hydration speeds are mixed together. The mixture is contained in a container capable of easily crashing in a way that the mixture is charged in a hole formed with a paper, a non-cloth, a plastic film, to thrust it by means of a loading stick, and this produces a static crashing agent. This constitution forms the crushing agent in a granular shape to sharply reduce injection, and enables regulation of a crushing time of a crushing substance in a way that grains having different hydration speeds are coexistent with each other.

Description

【発明の詳細な説明】 〔産業上の利用分野] 本発明は、コンクリートや岩石等の脆性物体を静的に破
砕する破砕剤に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a crushing agent for statically crushing brittle objects such as concrete and rocks.

C従来の技術〕 従来、コンクリートや岩石等を静的に破砕する破砕剤は
、酸化カルシウム(生石灰)を主成分とする混合粉が知
られている。さらには酸化カルシウム粉を主成分として
、反応調整用物質を粉状で混合した後、圧縮成形して得
られる成形粒の膨張性錠剤も公知である。これらはいず
れもコンクリドや岩石を破砕する際には、水を加えて破
砕剤の主成分である酸化カルシウムとの反応を生じせし
めなければならない。水と破砕剤は、粒状の場合、破砕
しようとするコンクリートや岩石に破砕剤を充填するた
めにあげられた孔内へ流し込み、後から注水する方法、
またあらかじめ破砕可能、かつ水の浸透可能な容器に収
納して置き、現場で、バケツ等の水中に浸漬後、孔内へ
充填する方法等がしられている。
C. Prior Art] Conventionally, as a crushing agent for statically crushing concrete, rocks, etc., a mixed powder containing calcium oxide (quicklime) as a main component is known. Furthermore, expansible tablets are also known, which are molded granules obtained by mixing calcium oxide powder as a main component and a reaction regulating substance in powder form, and then compression molding the mixture. When crushing concrete or rocks, any of these requires adding water to cause a reaction with calcium oxide, which is the main component of the crushing agent. If the water and crushing agent are in granular form, the method is to pour the crushing agent into the concrete or rock to be crushed into a hole that has been prepared for filling the concrete or rock, and then pour the water later.
Another known method is to store the material in advance in a container that is crushable and permeable to water, and then immerses it in water in a bucket or the like at the site and then fills it into the hole.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

前記方法によるコンクリートや岩石の破砕においては、
破砕剤の主成分である酸化カルシウムと加えた水の反応
で発熱し、孔内で水蒸気圧が高まり、剤自身を突出(鉄
砲現象)させる危険性があり、同時に水和反応速度が早
い、短時間破砕タイプ(コンクリートの亀裂発生時間が
3時間以内)では、破砕時の条件(気温、孔径、水温等
)により、数分で亀裂が発生することもあり、この亀裂
発生時間を任意に調整することが困難であった。
In crushing concrete and rocks using the above method,
The reaction between calcium oxide, which is the main component of the crushing agent, and added water generates heat, increasing the water vapor pressure within the pores and causing the agent itself to protrude (gun phenomenon). With timed crushing type (cracks occur in concrete within 3 hours), depending on the conditions at the time of crushing (air temperature, pore size, water temperature, etc.), cracks may occur within a few minutes, so this crack generation time can be adjusted arbitrarily. It was difficult.

C問題点を解決するための手段〕 本発明者等はかかる問題点に対処するために、様々の工
夫をこらし7た結果、本発明を成すに至った。
C. Means for Solving Problems] In order to deal with these problems, the present inventors have made various efforts, and as a result, have achieved the present invention.

すなわち、本発明は、 生石灰を主成分とする静的破砕剤において、剤形状カ月
〜30++u++程度の粒であり、全粒の5〜50%の
水和反応速度が残りの粒にくらべて早い粒を破砕可能な
容器に収納してなる静的破砕剤である。
In other words, the present invention provides a static crushing agent containing quicklime as a main component, which has grains with a dosage form of about 30++ u++ and whose hydration reaction rate of 5 to 50% of the whole grains is faster than that of the remaining grains. This is a static crushing agent that is made by storing the liquid in a crushable container.

本発明に用いる生石灰は、ブレーン値が2,000〜8
 、000 cJ / gであり、通常硬焼生石灰と称
するものである。
The quicklime used in the present invention has a Blaine value of 2,000 to 8.
, 000 cJ/g, and is usually called hard calcined quicklime.

生石灰の水に対する水和反応速度は、種々の方法にて調
整することができる。たとえば、生石灰のブレーン値を
大きくする、あるいは、反応調整物質を混入することに
より容易に調整可能である。
The hydration reaction rate of quicklime with water can be adjusted in various ways. For example, it can be easily adjusted by increasing the Blaine value of quicklime or by mixing a reaction regulating substance.

反応調整物質として挙げられる代表例の中で、水和反応
速度を早くするものとしては、アルミナセメン1−1塩
化力ルソウム等があり、遅くするものとしては、ポルト
ランドセメント、石膏、あるいは硼酸のアルカリ土類塩
等がある。
Among the typical examples of reaction regulating substances, those that speed up the hydration reaction rate include aluminacemen 1-1 ruthorum chloride, and those that slow it down include portland cement, gypsum, and alkali of boric acid. There are earth salts, etc.

本発明の静的破砕剤の形状は、1〜30m+++の粒状
であることが必要である。粒状とするごとにより、本発
明の効果である噴出を激減させるからである。
The shape of the static crushing agent of the present invention needs to be granular with a size of 1 to 30 m+++. This is because by making it into granules, the spouting, which is an effect of the present invention, is drastically reduced.

粒状にする方法としては、生石灰の焼成塊を解砕する方
法、あるいは、生石灰粉をブリケンティングマシン等の
成形機にかけて、成形粒とする方法等が適当である。
Appropriate methods for making it into granules include a method of crushing a calcined lump of quicklime, or a method of applying quicklime powder to a molding machine such as a briquenting machine to form molded granules.

また、本発明においては、水和速度の異なる粒を2種以
−に、共存せしめることが必要であるが、このような粒
を得る方法としては、前述の様に、生石灰のブレーン値
をかえたり、水和反応調整物質を適宜混入せしめるごと
で任意に調整可能である。
In addition, in the present invention, it is necessary to coexist two or more types of grains with different hydration rates, but a method for obtaining such grains is to change the Blaine value of quicklime as described above. It can be arbitrarily adjusted by adding a hydration reaction adjusting substance as appropriate.

さらに、全粒の中で、水和速度の早い粒が50%以上に
なると、残りの遅い粒は全粒の水和反応速度(平均)に
ほとんど影響をもたらすことがなくなるため、適切な水
和反応速度が得がたく、ひいては破砕体の破砕時間を調
整するごとも困難となる。
Furthermore, when 50% or more of the grains have a fast hydration rate, the remaining grains that have a slow hydration rate have almost no effect on the hydration reaction rate (average) of the whole grain, so proper hydration can be achieved. It is difficult to obtain a high reaction rate, and it is also difficult to adjust the crushing time of the crushed bodies.

本発明の粒状破砕剤は、破砕可能な容器に収納すること
も重要である。破砕可能とは、粒状破砕剤を収納した状
態で孔内に投入し、上部より木製もしくは、鉄製の込め
棒で突きこむことで容易に壊れることを意味している。
It is also important that the granular crushing agent of the present invention be stored in a crushable container. "Fragmentable" means that it can be easily broken by inserting a granular crushing agent into the hole and pushing it in from the top with a wooden or iron ramming rod.

破砕可能な容器に収納された水和反応速度の異なる粒状
物は孔内に充填される際に、その構成、配合比を安定に
保つ上で大変効果的である。破砕可能な容器の例として
は、たとえば紙、不織布、プラスチンクフィルム等が挙
げられる。また必ずしも透水可能でなくとも構わない。
Particles with different hydration reaction rates stored in a crushable container are very effective in keeping the composition and blending ratio stable when filled into the pores. Examples of crushable containers include paper, nonwoven fabric, plastic film, and the like. Moreover, it does not necessarily have to be water permeable.

このような水和反応速度の異なる二種以上の粒は、ラン
ダムに共存するよりも層状に分離された方がより好まし
い効果をもたらす。また、これら粒状物に0.1〜II
IIII+程度の砂を5〜40部(対粒状物)混入させ
ることも効果を助長するうえで好ましい。
When two or more types of grains having different hydration reaction rates are separated into layers than when they coexist randomly, a more favorable effect is produced. In addition, 0.1 to II
It is also preferable to mix 5 to 40 parts (based on the granular material) of III+ sand to enhance the effect.

〔発明の効果〕〔Effect of the invention〕

(1)  コンクリ−トや岩石を短時間に破砕する場合
に、5〜1゛80分程度の間で亀裂発生時間を容易に調
整できる。
(1) When crushing concrete or rock in a short period of time, the crack generation time can be easily adjusted between about 5 and 180 minutes.

(2)鉄砲現象の発生を激減させる。(2) Dramatically reduce the occurrence of gunshot phenomena.

〔実施例] 以下、実施例により本発明をさらに詳しく説明する。〔Example] Hereinafter, the present invention will be explained in more detail with reference to Examples.

実施例及び比較例 生石灰粉(ブレーン値6.OOM/g ) 90重量部
、アルミナセメント10重量部、塩化カルシウム2重量
部をよく混合し、ブリケンティングマシンで圧縮成形し
て成形粒(嵩密度2.55 g/Cf1.粒度、短径7
mm、長径14mmのアーモンド状)を得た。
Examples and Comparative Examples 90 parts by weight of quicklime powder (Blaine value 6.OOM/g), 10 parts by weight of alumina cement, and 2 parts by weight of calcium chloride were thoroughly mixed and compression-molded using a briquenting machine to obtain molded granules (bulk density 2.55 g/Cf1. Particle size, breadth 7
An almond-shaped product with a major diameter of 14 mm was obtained.

得られた成形粒をコンクリートミキサー(50ρ)に投
入し、パリとりをした後、水和反応速度を20“Cで評
価したところ2分であった(以下A粒と称する)。
The obtained molded grains were put into a concrete mixer (50ρ) and deburred, and the hydration reaction rate was evaluated at 20"C and was found to be 2 minutes (hereinafter referred to as A grains).

前記配合の中でアルミナセメントに変えて石膏10重量
部を配合し、塩化カルシウムは添加せずに成形し、同様
な成形粒を得た。水和反応速度は、95°Cに達しなか
った(以下、B粒と称する)。
In the above formulation, 10 parts by weight of gypsum was added instead of alumina cement, and the same molded particles were obtained by molding without adding calcium chloride. The hydration reaction rate did not reach 95°C (hereinafter referred to as B grains).

A粒とB粒の配合比を表1の如くして、コンクリトの亀
裂発生時間、ならび乙こ鉄砲現象の発生率を評価した。
The mixing ratio of A grains and B grains was set as shown in Table 1, and the concrete cracking time and the occurrence rate of the Oko Teppo phenomenon were evaluated.

またA粒、、!:IF、粒を層状にした場合及び0.4
mmの砂を30部混入したものについてもあわせて61
価した。
A grain again! :IF, when grains are layered and 0.4
A total of 61 mm for those mixed with 30 parts of sand
I valued it.

な1?、コンクリ−1・は圧縮強度300 kg/cf
+を有し、600胴角で中央に40m…φX500mm
長の孔をあけた供試体に、A粒、13粒、砂あわせて2
00 g/本とし5.30mmφ×200長のナイロン
製不織布筒に収納したものを用いた。また、鉄砲現象発
生率は、内径40胴、肉厚4 m111の塩ビ管を内管
とし、内径49+n+n、肉厚6mmの鋼管を外管とし
た丁型管に(高さ300mm)浸水させた前記剤を2本
充填して評価した。
What?1? , Concrete 1 has a compressive strength of 300 kg/cf
+, 40m in the center with 600 body angle...φX500mm
A total of 2 grains of A grain, 13 grains, and sand were placed in the specimen with a long hole.
00 g/piece and housed in a 5.30 mmφ x 200 length nylon nonwoven tube. In addition, the incidence of gunshot phenomenon was calculated using water injected into a cylindrical pipe (height: 300 mm), with the inner tube being a PVC pipe with an inner diameter of 40 mm and a wall thickness of 4 m111, and the outer tube being a steel pipe with an inner diameter of 49+n+n and a wall thickness of 6 mm. Two bottles of the agent were filled and evaluated.

以下余白Margin below

Claims (1)

【特許請求の範囲】[Claims] 生石灰を主成分とする静的破砕剤において、剤形状が1
〜30mm程度の粒であり、全粒の5〜50%の水和反
応速度が、残りの粒にくらべて早い粒を破砕可能な容器
に収納してなる静的破砕剤
In the static crushing agent whose main ingredient is quicklime, the dosage form is 1.
A static crushing agent made by storing particles in a crushable container, which are particles approximately 30 mm in size and have a faster hydration reaction rate of 5 to 50% of the whole particles than the rest of the particles.
JP20802788A 1988-08-24 1988-08-24 Static crushing agent Pending JPH0258672A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20802788A JPH0258672A (en) 1988-08-24 1988-08-24 Static crushing agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20802788A JPH0258672A (en) 1988-08-24 1988-08-24 Static crushing agent

Publications (1)

Publication Number Publication Date
JPH0258672A true JPH0258672A (en) 1990-02-27

Family

ID=16549462

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20802788A Pending JPH0258672A (en) 1988-08-24 1988-08-24 Static crushing agent

Country Status (1)

Country Link
JP (1) JPH0258672A (en)

Similar Documents

Publication Publication Date Title
KR102294203B1 (en) Quick-hardening mortar composition
US3917781A (en) Altering the properties of concrete by altering the quality or geometry of the intergranular contact of filler materials
US3764357A (en) Method of preparing lightweight concrete and plaster and the lightweight concrete and plaster thus prepared
JPS601904B2 (en) Destruction agent for brittle objects
EP0719243B1 (en) Grouting materials and their use
CA1160253A (en) Resin coated aluminum
US5484479A (en) Method of manufacturing synthetic aggregate
US7033430B2 (en) Cement-containing compositions and method of use
JPH0258672A (en) Static crushing agent
Monkman et al. Reduction in SCC form pressure through in-situ CO2 mineralization
WO2004080911A1 (en) Controlled low strength flowable fill composition with iron chelating compounds
AU2002219316A1 (en) Cement-containing compositions and method of use
JP6548882B2 (en) Method for producing hardened body for eluting nutrient components in water
JPH0277481A (en) Static crushing agent
KR950001707B1 (en) Inflatable shredding agents
US3151995A (en) Process for inhibiting the setting of cementitious compositions
JP2514668B2 (en) Ground improvement and stabilization briquette body
JP2004261723A (en) Expandable composition and crushing agent containing the composition
JP2820972B2 (en) Rapid hardening material for injection and cement composition for injection using the same
EP0041053A1 (en) Method for manufacturing heat insulating and soundproofing pebbles and balls
JP2022097101A (en) Concrete composition and method for producing concrete composition
JP2686458B2 (en) Cement powder composition
SU1507751A1 (en) Method of producing unfired porous filler
JPH0261992B2 (en)
JPH02232289A (en) Static shattering agent