JPS58213989A - Crushing capsule and crushing method using same - Google Patents

Crushing capsule and crushing method using same

Info

Publication number
JPS58213989A
JPS58213989A JP9747082A JP9747082A JPS58213989A JP S58213989 A JPS58213989 A JP S58213989A JP 9747082 A JP9747082 A JP 9747082A JP 9747082 A JP9747082 A JP 9747082A JP S58213989 A JPS58213989 A JP S58213989A
Authority
JP
Japan
Prior art keywords
crushing
capsule
water
crushed
filled
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
JP9747082A
Other languages
Japanese (ja)
Other versions
JPH0219279B2 (en
Inventor
三郎 小川
泰之 森田
慶徳 一郎
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.)
Sumitomo Cement Co Ltd
Sato Kogyo Co Ltd
Original Assignee
Sumitomo Cement Co Ltd
Sato Kogyo 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 Sumitomo Cement Co Ltd, Sato Kogyo Co Ltd filed Critical Sumitomo Cement Co Ltd
Priority to JP9747082A priority Critical patent/JPS58213989A/en
Publication of JPS58213989A publication Critical patent/JPS58213989A/en
Publication of JPH0219279B2 publication Critical patent/JPH0219279B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、岩石やコンクリート構造物等の破砕に用いて
好適な破砕用カプセルに四するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a crushing capsule suitable for use in crushing rocks, concrete structures, etc.

近年、岩石の破砕やコンクリ−ト構造物の解体等の1こ
めに、ダイナマイト等の爆発′物知に代えて、静的な破
壊が可能な膨張性破砕用組成物が広く使用されている。
In recent years, expansible crushing compositions capable of static destruction have been widely used in place of explosive materials such as dynamite for crushing rocks and demolishing concrete structures.

上記の破砕用K[を酸物レエ、使用にIQし2て7jl
i 5’d叶の水と混疎し、被破砕物の削孔部内に充填
して用いろ。これにより水ケ含んだ破砕用組成物は、発
熱X伴って短時間で硬化が進むと同時に、膨張を起こし
、被破砕物の孔部ゲ押し広げる力ゲ発生して被破砕物を
破砕する。従って、を把のような破砕用組成物馨用いろ
こと(Cより、安全かつ無公害な破砕工法の採用がC’
J tieでk)ろ。
The above-mentioned crushing K[ is used as an acid ray, and IQ is used for 2 and 7jl.
Mix it with the water from the leaves and fill it into the hole in the crushed object. As a result, the water-containing crushing composition progresses in hardening in a short period of time due to heat generation X, and at the same time expands and generates a force that pushes out the holes of the object to be crushed, thereby crushing the object. Therefore, it is important to use a crushing composition such as C'(C').
J tie k)ro.

ところで、前記破砕用組成物は、破砕作着にあたって水
との混練によるスラリー化及び得られたスラリー?被破
砕物の孔部内に注入でる作業ケ行なう1こめ、混練りミ
キサー等の装置や注入器具等が必要である。このため、
現場における作恭ン考えた場合、作業iと率が悪く、ま
た上記のような装置Ryr使用すると、作業の安全性?
確保する1こめの光分な配慮が必要でもつ1こ、また、
上記スラリーが装置や器具に付着し、材料ロスが出ろ1
こぬ経済的に不4りであるという問題があつTこ一更に
1・工、上記の破砕用組成’′yJは、吸湿性に富むた
め((、現場に↑・iげろ保存が非常に帷しい等の問題
があつ1こ。
By the way, the above-mentioned composition for crushing is made into a slurry by kneading with water during crushing and the resulting slurry? In order to perform the work of injecting into the holes of the material to be crushed, equipment such as a kneading mixer, injection equipment, etc. are required. For this reason,
When considering the work on site, the work efficiency is poor, and if the equipment Ryr as mentioned above is used, is the work safety?
It is necessary to take special care to ensure that the light is secured, and also,
The above slurry may adhere to equipment and equipment, resulting in material loss.1
In addition, the above-mentioned crushing composition''yJ has the problem of being economically unsuitable.Because it is highly hygroscopic, There is one problem, such as being too thick.

本宅明はt七の問題点を解消てろことゲ目的と(、て7
:Cされ1こもので、岩石等θ’h?’的な破砕作業の
?)〕幸化及び安全性の向上ケ図ることができ、ま1こ
破砕用f[lJj見物のロスケ生じろこと一1′−なく
、r、r(−に保存が容易な破砕用カブ−辷ル及びこの
破砕用カプセルケIV1いろ破砕工法を提供でろもので
ある。
Akira Motoya's goal was to solve the problems of t7 (, te7
: C and 1 small thing, rocks etc. θ'h? 'Crushing work? )] It is possible to improve safety and safety, and there is no risk of loss of spectators, and the crushing turnip is easily stored in r, r (-). We can provide this capsule crushing method IV1.

以下、A:発明アR1糾に説明する。The following will explain A: Invention A R1.

不発明の破砕用カプセルに、破砕用組成物(以下破砕用
材と略称する)に、7kに対して非浸透性を有てろ材料
からなろ容器に光りA、密封しにものでちろ。
The uninvented crushing capsule is made from a crushing composition (hereinafter referred to as crushing material) made of a material that is impermeable to 7K and sealed in a container.

本発明でに、破砕用材として、プlルシウムアルミノン
エライト(4Ca(J・AA2U3−Fe2(J3)と
遊−10′)酸化力ルンウムなどケ主成分とする石灰系
無(表化合物や、硅砂塩と酸化カルシウムと?主成分と
する石灰系無機化合物(C7tY機系化は物〔例えば、
自車の数ば°倍の水を瞬時Vこ吸水してゲル状となり、
そのゲルが多少の圧力に対して保水性4もち、かつ水に
不溶の高吸水性樹脂(アクアキューブ;商品名、スミカ
ゲル5−50;商品名9等)〕を添加、混合し1こもの
で通常粉末状態のものが使用される。
In the present invention, as a crushing material, lime-based compounds (table compounds, Silica sand salt, calcium oxide, and lime-based inorganic compounds (C7tY organic compounds [e.g.
It instantly absorbs several times as much water as your car and becomes gel-like.
The gel has a water retention property of 4 against some pressure, and a super absorbent resin that is insoluble in water (Aqua Cube, product name, Sumikagel 5-50, product name 9, etc.) is added and mixed, and it is usually used in one quantity. It is used in powder form.

また、容器ケ形成する非水透過性の材料としては、ポリ
スチロール樹脂や紙に防水処理を施した材料等1種々の
非水透過性材料を用いることかでさ、ある程度剛性を有
する材料が好適である。
In addition, as the non-water permeable material for forming the container, various non-water permeable materials can be used, such as polystyrene resin or waterproof paper, but materials with some degree of rigidity are preferred. It is.

矢に、本発明の実施例χ図面ケ参照して説明する、 第1図(al 、 (blは、本発明による破砕用カプ
セルの一実施例〉示す図である。図において符号1は、
容器、2は破砕用材である。容器1は、中仝円柱状に形
成され定ものであって、筒状の周壁部1aと、この周壁
部1aの両端部を密封する蓋体1b、lbとからなる。
The arrows indicate an embodiment of the present invention, which will be described with reference to the drawings.
Container 2 is material for crushing. The container 1 is formed in the shape of a solid cylinder, and consists of a cylindrical peripheral wall 1a and lids 1b, 1b that seal both ends of the peripheral wall 1a.

この容器1は、水に対しての非浸透性を有する材料、例
えばポリスチロール樹脂等の合成樹脂により形成されて
いる。、また、容器1の外径d及び長さlは、使用目的
に応じて選定することができ、通常は外径数10rnr
n、長さ数]QQmm程度である。この実施例において
は、周壁部1aが厚さQ 、 2mmのポリスチロール
樹脂により形成され、容器の外径dが32mm、長さl
が5QQmmとなるように形成されている。
The container 1 is made of a material that is impermeable to water, for example, a synthetic resin such as polystyrene resin. In addition, the outer diameter d and length l of the container 1 can be selected depending on the purpose of use, and usually the outer diameter is several 10rnr.
n, length number] approximately QQmm. In this embodiment, the peripheral wall 1a is made of polystyrene resin with a thickness Q of 2 mm, an outer diameter d of the container is 32 mm, and a length l.
is formed to be 5QQmm.

また、破砕用材2は、カルシウムアルミツブエライトと
遊離の酸化カルシウム等馨生成分とする、混合してなる
もので、粉末状態のもの乞用いている。この破砕用材2
は、前記容器1内部への充填量によって、後述する吸水
時の含水率の特性(経時的な含水率変化等)を変えるこ
とができる。
The crushing material 2 is a mixture of calcium aluminum tuberite and free calcium oxide, etc., and is used in powder form. This crushing material 2
Depending on the amount filled into the inside of the container 1, the water content characteristics (changes in water content over time, etc.) during water absorption, which will be described later, can be changed.

従って、この破砕用材2の充填液ハ、使用目的に応じて
変えることができる。
Therefore, the filling liquid for the crushing material 2 can be changed depending on the purpose of use.

上記のように構成された破砕用カブセ/l/Aは、水に
対して非浸透性の容器1内部に破砕用材2を充填、′#
封したものであるから、多湿す環境下でも破砕用材2が
吸湿せず保存が容易である。
The crushing cover/l/A configured as described above fills the crushing material 2 into the water-impermeable container 1.
Since it is sealed, the crushing material 2 does not absorb moisture even in a humid environment and can be easily stored.

仄に、上記の破砕用カプセルA)k便用する破砕工法に
ついて説明する。
In brief, the crushing method for using the above-mentioned crushing capsule A) will be explained.

破砕作業に際して、被破砕物には従来と同様に所定の間
隔をおいて削岩機により必要個数の穴あけケ行なう。穴
の直径は、使用する破砕用カプセルへの外径dよりわず
かに人ぎい程度(d+2〜3mm)と丁ればよい。
During the crushing work, the required number of holes are drilled in the object to be crushed using a rock drill at predetermined intervals, as in the past. The diameter of the hole may be slightly larger than the outer diameter d of the crushing capsule to be used (d+2 to 3 mm).

次に、必要本数の破砕用カプセルの周壁部全面にimm
の間隔をおいて多数の小孔(直径0.]〜Q、4mm程
度)をあける。この穿孔作業は、第2図(at 、 [
blに示すような穿孔器Bを用いると容易である。この
穿孔器Bは、円筒体ゲその軸線ケ通る平面に沿って2分
割しに樋状の2つの部材4.4′ヲ開閉自在に連結し、
各部材4,4′の内壁面に多数の針5,5・・・乞内万
に向けて植設してなるものである。この穿孔器B′、に
より破砕用カプセルAに穿孔するには、部材4.4”r
開いTこ状態で一万の部材4内部に破砕用カプセルAY
配置し、他方の部材4′により閉じてこの外部から押圧
する。
Next, apply imm to the entire peripheral wall of the required number of crushing capsules.
A large number of small holes (diameter 0.] to Q, about 4 mm) are made at intervals of . This drilling work is performed as shown in Figure 2 (at, [
It is easy to use a perforator B as shown in bl. This perforator B has a cylindrical body divided into two parts along a plane passing through its axis, and two gutter-shaped members 4 and 4' connected to each other so as to be openable and closable.
A large number of needles 5, 5, . In order to perforate the capsule A for crushing with this perforator B', the member 4.4"r
In the open state, there is a crushing capsule AY inside the 10,000 member 4.
It is placed and closed by the other member 4' and pressed from the outside.

これにより破砕用カプセルへの外周面には多数の小孔が
容易に穿孔できる。
As a result, a large number of small holes can be easily bored on the outer peripheral surface of the crushing capsule.

仄いで、穿孔した破砕用カプセルAY、水に浸漬する。Immerse the crushed capsule AY with a hole in the water.

これにより、容器1内部の破砕用材2は、多数の孔を通
って浸入する水ケ吸収する。この際、浸漬時間を変える
ことにより、破砕用材2の含水率を変えることができる
。この破砕用材2の含水率は、25〜35%とすること
が望ましく、この実施例においては、3〜5分間程度の
浸漬時間でよい。次に、吸水させ1こ破砕用カプセルA
ヶ被破砕物の各穴に挿入し、鉄棒等で突いて穴内に均一
に充填する。また、穴が深い場合には、必要に応じて更
に破砕用カプセルA7充填丁ればよい。このような充填
作業において、上記の破砕用カプセルAによれば深い穴
についても破損することなく深部まで容易に充填するこ
とができる。
As a result, the crushing material 2 inside the container 1 absorbs water that enters through the many holes. At this time, the moisture content of the crushing material 2 can be changed by changing the immersion time. The water content of the crushing material 2 is desirably 25 to 35%, and in this example, the immersion time may be about 3 to 5 minutes. Next, absorb water and crush one capsule A.
Insert it into each hole of the material to be crushed and poke it with an iron rod etc. to evenly fill the hole. In addition, if the hole is deep, it is sufficient to fill the crushing capsule A7 with an additional number of capsules if necessary. In such a filling operation, the crushing capsule A described above can easily fill deep holes without damaging them.

上記のようにして被破砕物中に充填されに破砕用カプセ
ルAは、内部の破砕用材2が発熱を伴って硬化し、これ
と同時に膨張を起こして被破砕物乞破砕する。
In the crushing capsule A filled into the object to be crushed as described above, the crushing material 2 inside hardens with heat generation, and at the same time expands to crush the object.

よ記の破砕用カプセルA及びこのカプセ/I/Aχ用い
Tこ破砕工法によれば、同破砕用カプセルへの周壁部に
穿孔ケ施し1こ後に水中に浸漬し、被破砕物の穴に充填
するという簡単な作業で施工できるので破砕作業の能率
化や正確さの同上ン図ろことができ、こhに伴い計画的
な施工が容易となろ。
According to the crushing capsule A described above and the crushing method using this capsule/I/Aχ, the capsule for crushing is perforated in the peripheral wall, and after that, it is immersed in water and filled into the hole of the object to be crushed. Since it can be constructed with a simple process of doing this, it is possible to improve the efficiency and accuracy of the crushing work, and as a result, planned construction becomes easier.

ま1こ混練りミキサー等の装置が不要であるため作業の
安全性乞向上でき、装置等への破砕用材の付着がないた
め材料ロスが生ぜず経済的にも優れている。更には、本
発明の破砕用カプセルによれば、夏期や冬期に問題にy
cる温度差による破砕用材への影響乞、カプセルケ浸漬
する際の水温調整により解消でき、従って気候等の環境
条件を選ばず作業が司Uヒとなる。ま1こ更に、水中で
の施工に用い1こ場合にも、スラリーの分散馨全く生ず
ることなく作業ができることや被破砕物の穴が下方に向
けて開口している場合の施工が簡単に行なえることIC
と多くの利点を有している。
Since equipment such as a kneading mixer is not required, work safety can be improved, and since the crushing material does not adhere to the equipment, there is no material loss and it is economically superior. Furthermore, according to the crushing capsule of the present invention, it is possible to avoid problems during summer and winter.
The influence of temperature differences on the material to be crushed can be eliminated by adjusting the water temperature when immersing the capsule. Therefore, the work can be carried out regardless of environmental conditions such as climate. Furthermore, even when the work is carried out underwater, the work can be carried out without any dispersion of the slurry, and work can be easily carried out when the holes in the material to be crushed open downward. Koto IC
and has many advantages.

なお、上記実施例においては、容器の形状を円柱状とし
、被破砕物に穿設した穴に充填して用いるMlについて
述べたが、これに限らず、例えば容器を板状やクサビ状
に形成してもよく、岩石のクラック等に挿入して用いる
こともできる。
In addition, in the above embodiment, the shape of the container is cylindrical, and Ml is used by being filled into a hole drilled in the object to be crushed. However, the present invention is not limited to this. It can also be used by inserting it into cracks in rocks.

仄に、実、験例乞示し1本発明を更に具体的に説明する
The present invention will now be explained in more detail by way of an experimental example.

〔実験例1〕 厚さ0.2mmのポリスチロール樹脂シートρ)もなる
直径32mm 、長さ500mmの円筒状の容器を用い
、この容器内部に破砕用材700gを充填し、両端部を
ゴム栓により密封して破砕用カプセルを作った。
[Experimental Example 1] Using a cylindrical container with a diameter of 32 mm and a length of 500 mm, which was made of a polystyrene resin sheet ρ) with a thickness of 0.2 mm, 700 g of crushing material was filled inside the container, and both ends were closed with rubber stoppers. A capsule for crushing was made by sealing.

被破砕物としては、−辺90 c mの花崗岩の立方体
と一辺1mの無筋コンクリートの立方体とを用い、これ
らに孔間約2Qcm毎に孔径35mm、孔長7Qcmの
穴を穿設した。土gピの破砕用カプセルの側壁部全面に
前述し1こ第2図[al 、 lblの穿孔器を用いて
穿孔ケ施し1このち、カプセルヶ水温16°Cの水中に
3分間浸漬した。仄いで破砕用カプセルを前記の花崗岩
と無筋コンクリートの各穴内に充填し、鉄棒により数回
突いて均一化を図つ1こ。更に各穴にもう一本ずつの破
砕用カプセルを前述と同様にして充填し各穴の開口部ま
で満しに0 比較の1こめに4r”E来行なわれている混線、注入に
よる方法によってよ記と同様な花崗岩と無筋コンクリー
トに破砕用材乞充填した。
A granite cube with a side of 90 cm and a cube of unreinforced concrete with a side of 1 m were used as objects to be crushed, and holes with a hole diameter of 35 mm and a hole length of 7 Q cm were bored at intervals of about 2 Q cm. The entire side wall of the capsule for crushing the soil was perforated using the perforator shown in FIG. Fill each hole in the granite and unreinforced concrete with a crushing capsule, and poke it several times with an iron rod to ensure uniformity. Furthermore, fill each hole with one more crushing capsule in the same manner as described above, until the opening of each hole is completely filled with zero. Granite and unreinforced concrete similar to those described above were filled with crushing materials.

上記の各被破砕物について破砕に要する時間と破壊状況
とを調べ1こ結果、本発明のカプセルケ用いる方法と混
練注入法との間にはほとんど差がなかった。破砕時間に
ついての結果を矢表に示す。
The time required for crushing and the state of destruction of each of the above-mentioned materials to be crushed was investigated.1 As a result, there was almost no difference between the method using capsules of the present invention and the kneading injection method. The results regarding the crushing time are shown in the arrow table.

−を記の実験結果から本発明による破砕用カプセルによ
れば、非宮に簡単な作業によって従来の混線、注入によ
る方法と同様な破砕効果ケ得ることができろ。従って、
作業の簡素化及び能率の向を乞図り得ることが分かる。
From the experimental results described above, it appears that the crushing capsule according to the present invention can achieve the same crushing effect as the conventional cross-contact and injection method with extremely simple operations. Therefore,
It can be seen that the work can be simplified and efficiency can be improved.

〔実験例2〕 同一寸法の容器内部に充填する破砕用材の11:火変え
て2種類の破砕用カプセルケ作り、それぞれを水中に浸
漬して含水率の経時変化χ調べ1こ。用いた容器の寸法
(工直径32mm、長さ5QQmm、充填ft(ニー万
が630g、他方が700gとし1こ。この結果を具3
図に示す。図中、曲線Cは630g、dは700g充填
したカプセルについての結果である。図から分かるよう
に、いずれのカプセルも5〜7分間で略−足の含水率に
達し、また充填量を変えることにより、所望の含水率の
特性をもつカプセル乞作るCζが可能である。
[Experimental Example 2] Two types of crushing material to be filled into containers of the same size were prepared using different fires, each was immersed in water, and the change in moisture content over time was investigated. Dimensions of the container used (working diameter 32mm, length 5QQmm, filling ft (one cup is 630g, the other is 700g).
As shown in the figure. In the figure, curve C is the result for a capsule filled with 630 g, and curve d is the result for a capsule filled with 700 g. As can be seen from the figure, all of the capsules reach a water content of about 100% in 5 to 7 minutes, and by changing the filling amount, it is possible to create capsules with desired water content characteristics.

以上、詳細に説明したように、本発明による破砕用カプ
セルは、水に対して非浸透性有する材料からなる中空柱
状の容器内部に破砕用材ケ充填。
As described above in detail, the capsule for crushing according to the present invention is a hollow columnar container made of a material impermeable to water and filled with crushing material.

密封し1こものでありまた。この破砕用カプセルを用い
る破砕工法(工、上記カプセルを便用するに際・して多
数の小孔を穿って水中に浸漬し、これを被破砕物に充填
する工法であって、次のような多くの利点を有するもの
である。
It is a sealed item. A crushing method using this crushing capsule is a method in which the capsule is used by drilling a number of small holes and immersing it in water, and then filling it into the object to be crushed. It has many advantages.

■ 内部の破砕用材が密封されている1こめ保存が容易
である。
■ The internal crushing material is sealed, making it easy to store.

■ 作業が1)n素化され、能率及び正薙さの向上を図
ることができる。
(1) Work can be reduced to 1) n elements, improving efficiency and accuracy.

(御 破砕用材のロスが出ないたぬ経済的に潰れている
(The company is economically ruined because there is no loss of materials for crushing.)

■ 作業環境を選ばず施工が可能となる。■ Construction can be carried out regardless of the work environment.

■ 水中の作業に用いてもスラリーの分散ケ起こさない
Tこめ作業が容易である。
■ Even when used underwater, T-filling work is easy without causing slurry dispersion.

■ 被破砕物に穿った穴か下刃に開口する場合にも施工
が容易である。
■ It is easy to install when making a hole in the object to be crushed or opening in the lower blade.

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

再1図ialは、本発明による破砕用カプセルの−実施
例ケ示す一部断面視し定圧面図、第1図[blは同側面
図、肩2図(at 、 (blは破砕用カプセルに多数
の穿孔ft施すための穿孔器の説明図、第3図は、本発
明による破砕用カプセルを水中(こ浸漬した際の含水率
の経時変化の測定結果?下す図である01・・・容器、
2・・・破砕用利(膨張性破砕用組成物)、A・・・破
砕用カプセル。 出願人 住友セメント株式会社 佐藤工業株式会社 代理人  弁理士 志 賀 正 武 第U図 (a)                      
            (b)第2ド) 第3図 5        10        15壜漬B寺
間(分)
Fig. 1 is a partial cross-sectional constant pressure surface view showing an embodiment of a crushing capsule according to the present invention; FIG. 3 is an explanatory diagram of a perforator for making a large number of perforations, and FIG. ,
2... Crushing use (expandable crushing composition), A... Capsules for crushing. Applicant Sumitomo Cement Co., Ltd. Sato Kogyo Co., Ltd. Agent Patent Attorney Masaru Shiga Takeshi Diagram U (a)
(b) 2nd C) Figure 3 5 10 15 Botsuke B Terama (minutes)

Claims (1)

【特許請求の範囲】 1、水に対して非浸透性乞有する材料かl−)なる容器
内部に、膨張性破砕用相11成物乞充填、密月してなる
破砕用カプセル、 2、水に右して非浸湾性を翁する材料っ・らなる容器内
部に膨張性破砕用組成物ン光嗅、密封してなる破砕用カ
プセルヶ、使用に際して前6B答器壁部に多数の小孔ケ
芽ち、次いでOiJ記破砕用カプセルケ水中に浸漬し、
この破砕用カノセルケ被破砕物の孔内部に充填するよう
にし1こ破砕用カプセルを用いる破砕工法。
[Scope of Claims] 1. A crushing capsule made of a container made of a material impermeable to water and filled with an expandable crushing phase 11, 2. Water. In addition, a container made of a non-permeable material is filled with an expandable crushing composition, and a sealed capsule for crushing is formed. After that, the capsules for crushing OiJ were immersed in water,
This crushing method uses a single crushing capsule that is filled into the hole of the object to be crushed.
JP9747082A 1982-06-07 1982-06-07 Crushing capsule and crushing method using same Granted JPS58213989A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9747082A JPS58213989A (en) 1982-06-07 1982-06-07 Crushing capsule and crushing method using same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9747082A JPS58213989A (en) 1982-06-07 1982-06-07 Crushing capsule and crushing method using same

Publications (2)

Publication Number Publication Date
JPS58213989A true JPS58213989A (en) 1983-12-13
JPH0219279B2 JPH0219279B2 (en) 1990-05-01

Family

ID=14193189

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9747082A Granted JPS58213989A (en) 1982-06-07 1982-06-07 Crushing capsule and crushing method using same

Country Status (1)

Country Link
JP (1) JPS58213989A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60164595A (en) * 1984-02-01 1985-08-27 住友セメント株式会社 Destruction method utilizing heat insulating material
JPS6164919A (en) * 1984-09-04 1986-04-03 Ohbayashigumi Ltd Excavation of trench for underground continuous wall
JPS61122322A (en) * 1984-11-16 1986-06-10 Onoda Cement Co Ltd Method of destroying cast-in-place concrete pile head

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49113427A (en) * 1973-02-28 1974-10-29
JPS5123086A (en) * 1974-08-21 1976-02-24 Hitachi Ltd HANDOTAISOSHIREIKYAKUYOHONETSUKI
JPS55136308A (en) * 1979-04-12 1980-10-24 Onoda Cement Co Ltd Destructing method for brittle matter in water or seawater

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49113427A (en) * 1973-02-28 1974-10-29
JPS5123086A (en) * 1974-08-21 1976-02-24 Hitachi Ltd HANDOTAISOSHIREIKYAKUYOHONETSUKI
JPS55136308A (en) * 1979-04-12 1980-10-24 Onoda Cement Co Ltd Destructing method for brittle matter in water or seawater

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60164595A (en) * 1984-02-01 1985-08-27 住友セメント株式会社 Destruction method utilizing heat insulating material
JPH0369000B2 (en) * 1984-02-01 1991-10-30 Sumitomo Cement Co
JPS6164919A (en) * 1984-09-04 1986-04-03 Ohbayashigumi Ltd Excavation of trench for underground continuous wall
JPS61122322A (en) * 1984-11-16 1986-06-10 Onoda Cement Co Ltd Method of destroying cast-in-place concrete pile head
JPH026886B2 (en) * 1984-11-16 1990-02-14 Onoda Cement Co Ltd

Also Published As

Publication number Publication date
JPH0219279B2 (en) 1990-05-01

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