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JPH0249787B2 - - Google Patents
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JPH0249787B2 - - Google Patents

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Publication number
JPH0249787B2
JPH0249787B2 JP56176763A JP17676381A JPH0249787B2 JP H0249787 B2 JPH0249787 B2 JP H0249787B2 JP 56176763 A JP56176763 A JP 56176763A JP 17676381 A JP17676381 A JP 17676381A JP H0249787 B2 JPH0249787 B2 JP H0249787B2
Authority
JP
Japan
Prior art keywords
container
water
perforation
diameter
weight
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.)
Expired - Lifetime
Application number
JP56176763A
Other languages
Japanese (ja)
Other versions
JPS5879556A (en
Inventor
Akira Saito
Seiichi Nakatani
Jun Isogai
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 JP17676381A priority Critical patent/JPS5879556A/en
Publication of JPS5879556A publication Critical patent/JPS5879556A/en
Publication of JPH0249787B2 publication Critical patent/JPH0249787B2/ja
Granted legal-status Critical Current

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  • Disintegrating Or Milling (AREA)
  • Piles And Underground Anchors (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、静的破砕剤を用いる岩石、コンクリ
ート等の脆性物体の水中破砕方法に関する。 従来から脆性物体の破砕法としてはいろいろ提
案されているが、実用的なものとしては例えば静
的破砕剤を用いる方法がある。これは生石灰を主
成分とする膨張性物質をスラリーとし、これを脆
性物体に設けた穿孔に注入し、その膨張圧を利用
する方法である(特開昭56−67059号公報参照)。 しかし、この方法は、陸上にある脆性物体の破
砕工事では問題はないが、水面下にある場合は、
ポンプ圧送などでスラリーを穿孔に注入しても、
水で稀釈されて膨張圧が小さくなり、破砕できな
いという実用上の問題があつた。 本発明は、この問題点を解決したもので、水面
下にある脆性物体の破砕方法を提案するものであ
る。 すなわち、本発明は、水面下の脆性物体の穿孔
内に、内部で発生した膨張圧を容器壁を通して外
部に伝達できるような可撓性又は易破壊性材料で
構成してなる容器をその容器の開口部が水面より
上部の位置にあるように挿入した後、前記開口部
から水和による膨張性物質を充てんすることを特
徴とする。 以下、本発明を図面に基づいて説明すると、図
面は、本発明を説明する概略断面図である。符号
の1は脆性物体であり、その中央部付近には貫通
した穿孔2を設けてあることを示すものである。
この穿孔内に容器3をその開口部を水面上に突出
させて挿入する。 容器の材質は、その内部で発生した膨張圧をそ
の壁を通して外部に伝達するような可撓性又は易
破壊性の材料であり、その具体例は、ポリエチレ
ン、ポリプロピレン、ポリエステル、ポリ塩化ビ
ニル、ポリビニルアルコールなどの合成樹脂や
布、和紙、ゴム、ガラスなどである。その形状
は、穿孔のそれと同程度なものであり、通常は袋
状体を用いるが何らこれに限られるものではな
い。しかし、以下に説明するような容器であるこ
とが望ましい。すなわち、容器壁の厚さは1mm以
内のものが好ましく、1mmを著しくこえる厚さの
ものはクツシヨン材となつて膨張圧を吸収し、ま
た、著しくうす地のものは穿孔に挿入する際に破
損する恐れがあるので好ましくない。従つて、通
常は0.1〜0.5mm程度の厚さのものが使用され、穿
孔径と同程度の大きさのものであれば0.5mmをこ
えても効果は変らない。容器の径は穿孔径よりも
著しく大きいものは穿孔内で重なつて空隙ができ
るので大きな膨張圧を伝達することはできず、ま
た、それよりも小さいものは容器と孔壁間に空隙
ができて同様な結果となる。従つて、容器径は穿
孔径と同程度のものが最も好ましいが、穿孔径よ
りも2mm程度小さいものから大きいものは穿孔内
で重なつても2重程度までのものが使用される。 穿孔内へ容器を挿入するにあたつては、棒又は
管などの支持体4を予め容器に差込んだものを挿
入すれば、容器を穿孔内に容易に挿入することが
できる。容器は水圧でつぶされて膨張性物質の充
てんに支障をきたす場合には、支持体として管を
用い、膨張性物質をその管内を通して容器内に充
てんしながら徐々に引き抜けば、孔底部よりムラ
なく充てんされ、容器と孔壁の密着がうまくいく
ので好ましい方法である。 容器に充てんされる膨張性物質は水を加えて混
練し、流動性を有するスラリー状である。充てん
に際しては、ポンプ圧送又はロートなどによる自
然流下により行うことができる。 膨張性物質としては、生石灰を主体とするも
の、カルシウムアーバイドを主体とするもの、マ
グネシアを主体とするもの、カルシウムサフオア
ルミネート系物質、ドロマイトなどの水和膨張を
示すものなどの1種以上が使用される。これらの
中にあつても、従来使用できなかつた反応速度の
早いものでも使用可能となり、これによつて極め
て短時間に破砕が可能となる。更にこれらの膨張
性物質に水硬性物質、減水剤、凝結遅延剤、反応
速度調節剤などを加えることにより更に効果的な
破砕が可能である。 水硬性物質としては、ポルトランド系セメン
ト、スラグ、アルミナセメント、カルシウムアル
ミネートと石膏の混合物、水硬性カルシウムアル
ミネート、速硬性セメント、半水石膏等が使用で
きる。これらの中でも、膨張性物質の反応速度と
水硬性物質の硬化速度とができるだけ同じで、か
つ速い組合せのもの程好ましい。例えば、焼成温
度の低い生石灰、マグネシア又はカルシウムカイ
バイドなどの反応速度の速い膨張性物質と速硬性
セメント又は水硬性カルシウムアルミネートとの
組合せが最も好ましい。 減水剤としては、リグニン系、高級多価アルコ
ールのスルホン酸塩系、アルキルアリルスルホン
酸塩及びその高縮合物系、ポリオキシエチレンア
ルキルエーテル系、オキシ有機酸系、ポリオール
複合体系、水溶性メラミン樹脂系、及びβ−ナフ
タリンスルホン酸ホルマリン縮合物系の1種又は
2種以上の混合物が使用される。凝結遅延剤とし
ては、グルコン酸、酒石酸、クエン酸、リンゴ酸
などの水溶性有機カルボン酸又はその塩、炭酸ナ
トリウム、炭酸水素ナトリウム、炭酸カリウム、
炭酸水素カリウムなどの炭酸アルカリから選ばれ
た1種以上が使用でき、とくに水溶性有機カルボ
ン酸又はその塩と炭酸アルカリとの併用が好まし
い。 反応速度調節剤としては、苛性ソーダ、苛性カ
リ等の水溶性アルカリ塩、又は硅弗化物がよい。
また、これらの膨張性物質の使用量は通常700t/
m2以上の膨張圧が得られるような量とすればよ
い。 以上説明したように、本発明は、水面下にある
脆性物体の穿孔内に、容器の開口部を水面上に突
出させて挿入し、その開口部から膨張性物質を充
てんする脆性物体の水中破砕方法であり、これに
よつて、膨張性物質は水に稀釈されることなく、
かつ孔底部からムラなく充てんされるので、陸上
工事と変わらない破砕効果が得られる。 以下、実施例をあげてさらに詳しく説明する。 実施例 1 ブレーン比表面積3200cm2/gの生石灰60重量
%、珪砂10重量%及び12CaO・7 Al2O3の組成
を有する非晶質カルシウムアルミネートと型無
水石膏の等重量混合物からなる水硬性物質30重量
%の割合としたもの100重量部に対しリグニンス
ルホン酸カルシウムを主成分とする市販の減水剤
(商品名「ウルトラジン」)2重量部と凝結遅延剤
(炭酸カリウム70重量%、グルコン酸ソーダ13重
量%、クエン酸17重量%の混合物)10重量部を配
して破砕剤とし、このもの100重量部に35重量部
の水を練りまぜてスラリーを調合した。 このスラリーによる容器の材質と形状別の膨張
圧を次の方法により測定した。すなわち、内径36
mm長さ600mmの配管用炭素鋼鋼管の底部に鋼板を
熔接し、その鋼管表面の高さ中央部にゲージ長10
mmのペーパーストレインゲージを円周方向と軸方
向に貼付した鋼管内に水を満たしてから容器を挿
入した。容器を挿入する際に、外径32mmの硬質塩
化ビニル管を支持体として用い、この管内にスラ
リーを充てんしながら徐々に引き抜く方法により
容器内にスラリーを充てんし、鋼管の歪みから膨
張圧を算出した。測温は20℃である。 容器の材質別による結果を第1表に、容器の材
質をポリ塩化ビニル製としその肉厚別の結果を第
2表に、そして容器のポリ塩化ビニルの厚さを
0.2mmとしその口径別の結果を第3表に示す。
The present invention relates to a method for underwater crushing of brittle objects such as rocks and concrete using a static crushing agent. Various methods of crushing brittle objects have been proposed in the past, and a practical method includes, for example, a method using a static crushing agent. This is a method in which a slurry of an expandable substance whose main component is quicklime is injected into holes made in a brittle object, and the expansion pressure is utilized (see Japanese Patent Laid-Open No. 56-67059). However, while this method poses no problem when crushing brittle objects on land, when it is under water,
Even if slurry is injected into the hole using a pump, etc.
There was a practical problem that it was diluted with water and the expansion pressure was reduced, making it impossible to crush. The present invention solves this problem and proposes a method for crushing brittle objects located below the water surface. That is, the present invention provides a container made of a flexible or easily breakable material that can transmit the expansion pressure generated inside the perforation of a brittle object under water to the outside through the container wall. It is characterized in that after the opening is inserted so that it is above the water level, the opening is filled with a substance that expands by hydration. Hereinafter, the present invention will be explained based on the drawings. The drawings are schematic cross-sectional views for explaining the present invention. The reference numeral 1 indicates that the object is a brittle object, and a perforation 2 is provided near the center thereof.
The container 3 is inserted into this perforation with its opening projecting above the water surface. The material of the container is a flexible or easily breakable material that transmits the expansion pressure generated inside the container to the outside through its walls, and specific examples thereof include polyethylene, polypropylene, polyester, polyvinyl chloride, and polyvinyl. These include synthetic resins such as alcohol, cloth, Japanese paper, rubber, and glass. Its shape is comparable to that of a perforation, and although a bag-like body is usually used, it is not limited to this. However, a container as described below is desirable. In other words, it is preferable that the thickness of the container wall be within 1 mm.Thickness significantly exceeding 1 mm will act as cushioning material and absorb expansion pressure, and container walls that are extremely thin will not break when inserted into the hole. This is not desirable as there is a risk of Therefore, a thickness of about 0.1 to 0.5 mm is usually used, and the effect will not change even if the thickness exceeds 0.5 mm as long as the thickness is about the same as the diameter of the perforation. If the diameter of the container is significantly larger than the diameter of the perforation, the perforation will overlap and create a void, making it impossible to transmit large expansion pressure, and if the diameter of the container is smaller than that, a void will be created between the container and the hole wall. gives similar results. Therefore, it is most preferable for the container diameter to be about the same as the diameter of the perforation, but containers that are about 2 mm smaller than the perforation diameter to larger than the perforation diameter are used, even if they overlap within the perforation, up to about twice. When inserting the container into the borehole, the container can be easily inserted into the borehole by inserting the support 4, such as a rod or tube, into the container in advance. If the container is crushed by water pressure, which interferes with the filling of the expandable substance, use a tube as a support, fill the expandable substance through the tube, and then gradually pull it out. This is the preferred method because it allows for smooth filling and good adhesion between the container and the hole wall. The expandable material filled in the container is mixed with water to form a fluid slurry. Filling can be carried out by pump pressure feeding or by gravity flow using a funnel or the like. Examples of expansive substances include those that are mainly composed of quicklime, those that are mainly composed of calcium arbide, those that are mainly composed of magnesia, calcium saphoaluminate-based substances, and those that exhibit hydration expansion such as dolomite. The above are used. Among these, it is now possible to use those with a high reaction rate that could not be used in the past, and this makes it possible to crush them in an extremely short time. Furthermore, more effective crushing can be achieved by adding a hydraulic substance, a water reducing agent, a setting retarder, a reaction rate regulator, etc. to these expandable substances. As the hydraulic substance, Portland cement, slag, alumina cement, a mixture of calcium aluminate and gypsum, hydraulic calcium aluminate, fast-setting cement, hemihydrate gypsum, etc. can be used. Among these, combinations in which the reaction rate of the expandable substance and the curing rate of the hydraulic substance are as similar as possible and as fast as possible are preferable. For example, a combination of a fast-reacting expansive material such as quicklime, magnesia or calcium chibide with a low firing temperature and a fast-setting cement or hydraulic calcium aluminate is most preferred. Examples of water reducing agents include lignin type, higher polyhydric alcohol sulfonate type, alkylaryl sulfonate and its high condensate type, polyoxyethylene alkyl ether type, oxyorganic acid type, polyol composite type, and water-soluble melamine resin. One or a mixture of two or more of the following are used: Examples of setting retarders include water-soluble organic carboxylic acids or salts thereof such as gluconic acid, tartaric acid, citric acid, and malic acid, sodium carbonate, sodium hydrogen carbonate, potassium carbonate,
One or more selected from alkali carbonates such as potassium hydrogen carbonate can be used, and it is particularly preferable to use a water-soluble organic carboxylic acid or a salt thereof in combination with an alkali carbonate. As the reaction rate regulator, water-soluble alkali salts such as caustic soda and caustic potash, or silica fluorides are preferred.
In addition, the amount of these expandable materials used is usually 700 tons/
The amount may be such that an expansion pressure of m 2 or more can be obtained. As explained above, the present invention provides underwater crushing of a brittle object in which an opening of a container is inserted into a hole in a brittle object under the water surface with the opening protruding above the water surface, and an expandable substance is filled from the opening. method, whereby the expandable material is not diluted in water;
In addition, since the hole is evenly filled from the bottom, the same crushing effect as onshore construction can be achieved. Hereinafter, the present invention will be explained in more detail with reference to examples. Example 1 Hydraulic material consisting of an equal weight mixture of amorphous calcium aluminate and type anhydrite having a Blaine specific surface area of 3200 cm 2 /g, 60% by weight of quicklime, 10% by weight of silica sand and a composition of 12CaO.7 Al 2 O 3 For every 100 parts by weight of the substance at a ratio of 30% by weight, 2 parts by weight of a commercially available water reducer (trade name ``Ultrazine'') whose main component is calcium lignin sulfonate and a set retarder (70% by weight of potassium carbonate, glucone). 10 parts by weight of a mixture of 13% by weight of sodium acid and 17% by weight of citric acid was used as a crushing agent, and 100 parts by weight of this mixture was mixed with 35 parts by weight of water to prepare a slurry. The expansion pressure of each container material and shape by this slurry was measured by the following method. i.e. inner diameter 36
A steel plate is welded to the bottom of a carbon steel pipe with a length of 600 mm, and a gauge length of 10 mm is placed at the center of the height of the steel pipe surface.
After filling a steel pipe with water and inserting a paper strain gauge (mm) in the circumferential and axial directions, the container was inserted. When inserting the container, a hard PVC tube with an outer diameter of 32 mm is used as a support, and the tube is filled with slurry while being gradually pulled out.The expansion pressure is calculated from the distortion of the steel tube. did. The temperature was measured at 20℃. Table 1 shows the results by container material, and Table 2 shows the results by wall thickness when the container is made of polyvinyl chloride.
The results for each diameter are shown in Table 3.

【表】【table】

【表】【table】

〔比較例 1〕[Comparative example 1]

粉状の膨張性物質を用いて実施例2と同一の円
柱モルタル供試体の破砕を行つた。 供試体の穿孔に、径50mm、肉厚0.2mmのポリエ
チレン製容器を、外径28mmのポリ塩化ビニル製管
からなる支持体と共に差込んだ。次いで、この支
持体の孔より径8mmのガラス製管の給水パイプを
ポリエチレン製容器の深部に位置するように挿入
し、実施例1の膨張性物質の粉末を充てんしなが
ら支持体を徐々に引抜き、排水パイプを粉末上端
に位置するようにセツトし、容器開口部を閉塞し
た。次いで給水パイプから水を供給したところ、
排水パイプから水がオーバーフローするまで3時
間を要した。 その結果、給水開始から約40時間後に供試体は
4個に破砕した。
The same cylindrical mortar specimen as in Example 2 was crushed using a powdered expandable substance. A polyethylene container with a diameter of 50 mm and a wall thickness of 0.2 mm was inserted into the perforation of the specimen together with a support made of a polyvinyl chloride tube with an outer diameter of 28 mm. Next, a glass water supply pipe with a diameter of 8 mm was inserted into the hole in the support so that it was located deep inside the polyethylene container, and the support was gradually pulled out while being filled with the powder of the expandable substance of Example 1. Then, a drainage pipe was set at the top of the powder, and the opening of the container was closed. Next, when water was supplied from the water supply pipe,
It took three hours for water to overflow from the drainage pipe. As a result, approximately 40 hours after the start of water supply, the specimen was broken into four pieces.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明を説明する概略断面図であり、符
号の1は脆性物体、2はその穿孔、3は容器、4
は支持体である。
The drawings are schematic cross-sectional views for explaining the present invention, in which reference numeral 1 indicates a brittle object, 2 indicates a perforation thereof, 3 indicates a container, and 4
is the support.

Claims (1)

【特許請求の範囲】[Claims] 1 水面下の脆性物体の穿孔内に、内部で発生し
た膨張圧を容器壁を通して外部に伝達するような
可撓性又は易破壊性材料で構成してなる容器をそ
の容器の開口部が水面より上部の位置にあるよう
に挿入した後、前記開口部から水和による膨張性
物質スラリーを充填することを特徴とする脆性物
体の水中破砕方法。
1. A container made of a flexible or easily broken material that transmits the expansion pressure generated inside to the outside through the container wall is placed in a perforation of a brittle object below the water surface, and the opening of the container is above the water surface. A method for underwater crushing of a brittle object, which comprises inserting the object in the upper position and then filling the opening with a slurry of an expandable substance due to hydration.
JP17676381A 1981-11-04 1981-11-04 Underwater crushing of fragile matter Granted JPS5879556A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17676381A JPS5879556A (en) 1981-11-04 1981-11-04 Underwater crushing of fragile matter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17676381A JPS5879556A (en) 1981-11-04 1981-11-04 Underwater crushing of fragile matter

Publications (2)

Publication Number Publication Date
JPS5879556A JPS5879556A (en) 1983-05-13
JPH0249787B2 true JPH0249787B2 (en) 1990-10-31

Family

ID=16019381

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17676381A Granted JPS5879556A (en) 1981-11-04 1981-11-04 Underwater crushing of fragile matter

Country Status (1)

Country Link
JP (1) JPS5879556A (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5011178A (en) * 1973-05-28 1975-02-05
JPS601904B2 (en) * 1979-03-20 1985-01-18 太平洋セメント株式会社 Destruction agent for brittle objects
JPS582311B2 (en) * 1979-06-28 1983-01-14 太平洋セメント株式会社 Method for destroying brittle objects using expandable materials

Also Published As

Publication number Publication date
JPS5879556A (en) 1983-05-13

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