JPH01185385A - Static expansive demolishing agent - Google Patents

Static expansive demolishing agent

Info

Publication number
JPH01185385A
JPH01185385A JP955988A JP955988A JPH01185385A JP H01185385 A JPH01185385 A JP H01185385A JP 955988 A JP955988 A JP 955988A JP 955988 A JP955988 A JP 955988A JP H01185385 A JPH01185385 A JP H01185385A
Authority
JP
Japan
Prior art keywords
cao
demolishing
porous substance
hole
demolishing 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.)
Pending
Application number
JP955988A
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 JP955988A priority Critical patent/JPH01185385A/en
Publication of JPH01185385A publication Critical patent/JPH01185385A/en
Pending legal-status Critical Current

Links

Classifications

    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/0009—Demolition agents based on cementitous or like materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To control the occurrence of bursting of a demolishing agent out of a hole for safety in demolishing operation, by incorporating at least a specified amount of a porous substance having pores of a specified diameter in at least a specified volume ratio into a static expansive demolishing agent composed mainly of CaO. CONSTITUTION:At least 5wt.% porous substance having at least 10vol.% pores of a diameter of 0.05-1mm is incorporated into a static expansive demolishing agent composed mainly of CaO and, if required, containing calcium borate, SiO2, etc. Examples of the porous substance include a glass filter, a porous brick, an aerated concrete, a plastic foam, zeolite, charcoal, and lava. When the demolishing agent thus obtained is introduced into a bored hole of, e.g., rock, CaO will react with water to expand in volume so that an expansion force will cause cracking. Although the internal pressure will rise then due to heat generation, the incorporation of a porous substance can prevent bursting of solid material, such as CaO, out of the hole.

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
する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for statically crushing brittle objects such as concrete and rocks.

〈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物質とし
て、CaOを主成分とする静的破砕剤がしられている。
<Prior Art> Conventionally, a static crushing agent containing CaO as a main component has been known as a substance for statically crushing concrete, rocks, etc.

〈発明が解決しようとする問題点〉 CaOは水と反応して体積膨張を起こし、その膨張力に
より、コンクリートや岩石等の穿孔内より亀裂を発生せ
しめるが、水と反応する際に、発熱を伴い、孔内温度は
100°C以上になり、内部気圧が高くなり、CaOや
その他の固形物を孔内より噴きだすことがある。この現
象は、予測しずらく、かつ高速度で噴き出すために、作
業者が孔内をのぞいて被災することがあり、この噴出現
象を防止するためにさまざまな手段がとられているもの
の決定的なものはない。
<Problem to be solved by the invention> CaO reacts with water to cause volumetric expansion, and the expansion force causes cracks to form in the boreholes of concrete, rocks, etc., but when it reacts with water, it generates heat. As a result, the temperature inside the hole becomes 100°C or more, the internal pressure becomes high, and CaO and other solids may be ejected from the inside of the hole. Because this phenomenon is difficult to predict and erupts at high speed, workers may be injured by looking into the hole. Although various measures have been taken to prevent this eruption, There is nothing.

〈問題点を解決するための手段〉 本発明は、CaOを主成分とする静的破砕剤において、
0.05〜1顛の気孔を10容量%以上有する多孔物質
を5重量%以上有して成る静的破砕剤である。本発明に
おけるCaOは、水と反応して膨張作用を示すものであ
り、形状は、粉末及び粒状等に成形したちのいずれでも
よい。またCaOの水との反応を調整するために、硼酸
塩等の各種塩や3CaO,5iO7等のクリンカー鉱物
等を添加したものでも何ら構わない。本発明に成る静的
破砕剤を構成する重要な成分として多孔物質があるが、
該多孔物質はさまざまであるが材質は、無機、有機いず
れでもよいが気孔径は0.05〜1龍であり、そのよう
な気孔が多孔物質中にl Q vo1%以上有し、さら
には、該多孔物質量は、静的破砕剤成分中5重量%以上
である。このような多孔物質例としては、ガラスフィル
ターや、多孔質レンガ、あるいは気泡コンクリート、プ
ラスチック発砲体、さらには、ゼオライト、木炭、火山
溶岩等が挙げられる。このような多孔物質の形状は不定
形であってもよいが、大きさは1〜1011が好ましい
。
<Means for solving the problems> The present invention provides a static crushing agent containing CaO as a main component,
A static crushing agent comprising 5% by weight or more of a porous material having 10% by volume or more of pores of 0.05 to 1 size. CaO in the present invention reacts with water and exhibits an expansion action, and the shape thereof may be either a powder or a granule. Further, in order to adjust the reaction of CaO with water, various salts such as borates, clinker minerals such as 3CaO, 5iO7, etc. may be added. A porous material is an important component constituting the static crushing agent of the present invention.
The porous material may be made of various materials, either inorganic or organic, but the pore diameter is 0.05 to 1.5%, and the porous material contains 1% or more of pores, and further, The amount of porous material is 5% by weight or more in the static crushing agent component. Examples of such porous materials include glass filters, porous bricks, cellular concrete, plastic foams, as well as zeolites, charcoal, volcanic lava, and the like. The shape of such a porous material may be amorphous, but the size is preferably 1 to 1011.

〈発明の効果〉 本発明に成る静的破砕剤は、孔内からの剤噴出現象発生
をいちじるしくおさえることができるために、破砕作業
が安全に行われるばかりでなく、噴出のために破砕でき
ずに、再度破砕作業をやるような無駄をなくすことがで
きる。
<Effects of the Invention> The static crushing agent of the present invention can significantly suppress the occurrence of the agent spouting phenomenon from inside the hole, so that not only can crushing work be performed safely, but also the crushing agent cannot be crushed due to spouting. In addition, waste such as having to perform crushing work again can be eliminated.

〈実施例〉 以下実施例により更に詳しく説明する。<Example> This will be explained in more detail below with reference to Examples.

実施例l Ca085重量部、アルミナセメント15重量部、硼酸
カルシウム2.5重量部、0.05〜l mの気孔をl
 2vo1%を有する軽量レンガ10重量部(形状:不
定形3粒度3〜511.嵩比重0.9)から成る粉粒状
混合物に、水40重量部を加えて流動性スラリーとした
。該スラリーを内径40鶴、肉厚4鶴、高さ30(1m
の塩ビ製円筒を内管とし、内径48tm、肉厚611m
、高さ300鶴の鋼管と外管とした塩ビ/鋼二重管の中
に、孔口光まで充填した。3分後に水蒸気が発生したが
、剤の噴出現象は発生しなかった。同様なテストを10
回くり返したが噴出現象の発生はなかった。
Example 1 85 parts by weight of Ca0, 15 parts by weight of alumina cement, 2.5 parts by weight of calcium borate, pores of 0.05-1 m
A fluid slurry was prepared by adding 40 parts by weight of water to a powder mixture consisting of 10 parts by weight of lightweight bricks (shape: amorphous, 3-particle size: 3-511, bulk specific gravity: 0.9) having 2 vol. The slurry was made into a mold with an inner diameter of 40 mm, a wall thickness of 4 mm, and a height of 30 mm (1 m).
The inner tube is a PVC cylinder with an inner diameter of 48tm and a wall thickness of 611m.
A steel pipe with a height of 300 mm and a PVC/steel double pipe as an outer pipe were filled up to the hole. Water vapor was generated after 3 minutes, but no jetting of the agent occurred. 10 similar tests
This was repeated several times, but no eruption occurred.

比較として、前記配合組成の内、軽量レンガを除いた混
合物のみで同様なテストを10回くり返したところ、6
回噴出現象が発生した。
For comparison, when we repeated the same test 10 times using only the mixture excluding the lightweight bricks, we found that 6
A double eruption phenomenon occurred.

特許出願人  旭化成工業株式会社Patent applicant: Asahi Kasei Industries, Ltd.

Claims (1)

【特許請求の範囲】[Claims] CaOを主成分とする静的破砕剤において、0.05〜
1mmの気孔を10容量%以上有する多孔物質を5重量
%以上有して成る静的破砕剤。
In a static crushing agent whose main component is CaO, 0.05 to
A static crushing agent comprising 5% by weight or more of a porous material having 10% by volume or more of 1 mm pores.
JP955988A 1988-01-21 1988-01-21 Static expansive demolishing agent Pending JPH01185385A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP955988A JPH01185385A (en) 1988-01-21 1988-01-21 Static expansive demolishing agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP955988A JPH01185385A (en) 1988-01-21 1988-01-21 Static expansive demolishing agent

Publications (1)

Publication Number Publication Date
JPH01185385A true JPH01185385A (en) 1989-07-24

Family

ID=11723640

Family Applications (1)

Application Number Title Priority Date Filing Date
JP955988A Pending JPH01185385A (en) 1988-01-21 1988-01-21 Static expansive demolishing agent

Country Status (1)

Country Link
JP (1) JPH01185385A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103788922A (en) * 2014-01-27 2014-05-14 中国矿业大学 Static crushing agent
CN104548816A (en) * 2015-01-21 2015-04-29 安徽理工大学 Dust removal device for building blasting demolition
JP2018040167A (en) * 2016-09-07 2018-03-15 大成建設株式会社 Static crushing method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103788922A (en) * 2014-01-27 2014-05-14 中国矿业大学 Static crushing agent
CN103788922B (en) * 2014-01-27 2016-06-15 中国矿业大学 A kind of static breaking agent
CN104548816A (en) * 2015-01-21 2015-04-29 安徽理工大学 Dust removal device for building blasting demolition
JP2018040167A (en) * 2016-09-07 2018-03-15 大成建設株式会社 Static crushing method

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