JPS6140970A - Solid static destruction agent - Google Patents
Solid static destruction agentInfo
- Publication number
- JPS6140970A JPS6140970A JP16285484A JP16285484A JPS6140970A JP S6140970 A JPS6140970 A JP S6140970A JP 16285484 A JP16285484 A JP 16285484A JP 16285484 A JP16285484 A JP 16285484A JP S6140970 A JPS6140970 A JP S6140970A
- Authority
- JP
- Japan
- Prior art keywords
- crushing agent
- static crushing
- crushed
- agent
- solid
- 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
Links
- 230000003068 static effect Effects 0.000 title claims description 45
- 239000007787 solid Substances 0.000 title claims description 22
- 230000006378 damage Effects 0.000 title 1
- 239000002994 raw material Substances 0.000 claims description 14
- 238000005245 sintering Methods 0.000 claims description 10
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 9
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 9
- 238000010304 firing Methods 0.000 claims description 9
- 239000004571 lime Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 6
- 238000000465 moulding Methods 0.000 claims description 5
- 238000001035 drying Methods 0.000 claims description 2
- 230000036571 hydration Effects 0.000 claims 1
- 238000006703 hydration reaction Methods 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 description 54
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 24
- 238000000034 method Methods 0.000 description 12
- 238000009461 vacuum packaging Methods 0.000 description 9
- 239000002002 slurry Substances 0.000 description 8
- 238000011049 filling Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 6
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 5
- 239000000203 mixture Substances 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 239000010459 dolomite Substances 0.000 description 4
- 229910000514 dolomite Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000004927 clay Substances 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 3
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N iron oxide Inorganic materials [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 239000004484 Briquette Substances 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 2
- 239000000292 calcium oxide Substances 0.000 description 2
- 235000012255 calcium oxide Nutrition 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 239000003721 gunpowder Substances 0.000 description 2
- 235000013980 iron oxide Nutrition 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 239000006028 limestone Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 238000004806 packaging method and process Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011343 solid material Substances 0.000 description 2
- 235000011437 Amygdalus communis Nutrition 0.000 description 1
- 244000144725 Amygdalus communis Species 0.000 description 1
- 235000009852 Cucurbita pepo Nutrition 0.000 description 1
- 240000001980 Cucurbita pepo Species 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 235000020224 almond Nutrition 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000001354 calcination Methods 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000001723 curing Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- WMVRXDZNYVJBAH-UHFFFAOYSA-N dioxoiron Chemical compound O=[Fe]=O WMVRXDZNYVJBAH-UHFFFAOYSA-N 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 230000004151 fermentation Effects 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- VBMVTYDPPZVILR-UHFFFAOYSA-N iron(2+);oxygen(2-) Chemical class [O-2].[Fe+2] VBMVTYDPPZVILR-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 150000002894 organic compounds Chemical class 0.000 description 1
- 239000005022 packaging material Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (AREA)
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】 〔発明の技術分野〕 本発明は静的破砕剤の改良に関する。[Detailed description of the invention] [Technical field of invention] The present invention relates to improvements in static crushing agents.
最近、老朽構造物の一部又は全部の修復、解体等の工事
が多く、又高速道路、トンネル、土地造成、水中工事等
において岩石、コンクリート類の破壊作業が多く行われ
ている。これらの工事には、従来は主として火薬類、重
機類等が用いられたが、それによる工法には騒音、振動
、飛石、粉塵発生等の公害が多く、時には作業が全面的
に不可能な場合もらった。又、その作業は相当の熟練を
必要とするものでわる。Recently, there has been a lot of work such as repairing or demolishing part or all of old structures, and a lot of work is being done to destroy rocks and concrete in highways, tunnels, land development, underwater construction, etc. Traditionally, explosives, heavy machinery, etc. were mainly used for these construction works, but construction methods using these methods caused a lot of pollution such as noise, vibration, flying stones, and dust generation, and sometimes the work was completely impossible. received. Moreover, the work requires considerable skill.
上記の火薬等を使用する工法の欠点を除去するために、
静的破砕剤を使用する工法が開発された。In order to eliminate the drawbacks of the construction method using gunpowder, etc. mentioned above,
A construction method using static crushing agents was developed.
現在市販されている静的破砕剤は、石灰(CaO)、焼
成ドロマイト(Cao HMg0)等に石膏、粘土類等
を配合して高温焼成した所謂膨張性クリンカーに、膨張
性を調整するための無機化合物又は有機化合物を混合し
て微粉砕したものである。静的破砕剤を使用する工法は
、上記の微粉砕された粉末状の静的破砕剤に対して、通
常30チ程度の水を添加し、ミキサーによって1〜2分
間充分に混練して静的破砕剤のスラリーをつ〈シ、この
スラリーを予め被破砕体に設けた穿孔或いは溝等の中に
流しこみ、静的破砕剤の水利膨張圧によって被破砕体に
亀裂を発生はせるものでるる。亀裂発生には10〜24
時間を要し、亀裂発生箇所をブレーカ−、リッパ−等に
よp打撃を加えると、被破砕体は完全に破砕される。Static crushing agents currently on the market are so-called expansive clinker, which is made by blending lime (CaO), calcined dolomite (Cao HMg0), etc. with gypsum, clay, etc. and firing it at a high temperature, and then adding inorganic materials to adjust the expansivity. It is a mixture of compounds or organic compounds and pulverized. The method of using a static crushing agent is to add approximately 30 grams of water to the above-mentioned finely ground static crushing agent, mix thoroughly with a mixer for 1 to 2 minutes, and then crush the static crushing agent. A slurry of a crushing agent is poured into holes or grooves prepared in advance in the object to be crushed, and cracks are generated in the object by the water expansion pressure of the static crushing agent. . 10-24 for crack formation
It takes time to apply a blow to the cracked area using a breaker, ripper, etc., and the object to be crushed is completely crushed.
上記の如き静的破砕剤の使用により、火薬等を使用した
工法の有する公害、環境汚染等の欠点は除去でれたが、
従来の静的破砕剤にもまた問題点がめった。その第一は
被破砕体に亀裂が発生するまでに非常に長い時間を要す
ることでるる。即ち、従来のスラリー流込方式において
は、流込後亀裂発生まで半日から1日程度を要し、この
傾向は周囲の温度の影響が大きく、冬期においては更に
長時間を要したり、特殊な養生技術を必要とした。By using the above-mentioned static crushing agent, the disadvantages of construction methods using gunpowder, etc., such as pollution and environmental contamination, were removed; however,
Conventional static crushing agents have also been plagued with problems. The first is that it takes a very long time for cracks to appear in the object to be crushed. In other words, in the conventional slurry pouring method, it takes about half a day to one day for cracks to occur after pouring, and this tendency is greatly influenced by the ambient temperature, and in winter it may take even longer or if special conditions are required. Required curing techniques.
又、スラリー流込方式においてはスラリーをつくること
自体が非常に固Sな作業でメジ、更に静的破砕剤に対し
て過剰の水が使用されるため、穿孔内環拘束された部分
において急激な発熱反応が進行すると、噴出現象が起る
おそれがめった。この噴出現象は、破砕剤の損失のみな
らず作業者一対する危険をもたらすものでるる。In addition, in the slurry pouring method, making the slurry itself is a very hard process, and in addition, excessive water is used compared to the static crushing agent, so there is a sudden drop in the restricted part of the hole. As the exothermic reaction progressed, there was a strong possibility that an eruption phenomenon would occur. This eruption phenomenon not only causes loss of crushing agent, but also poses a danger to workers.
本発明は、上記従来の静的破砕剤の有する欠点を除去し
、充填、水量調節等取扱いが容易で、破砕効果が高く亀
裂発生までの時間を短縮することが出来、又噴出現象を
防止して作業の安全性を高めることの出来る固形静的破
砕剤を提供することを目的とする。The present invention eliminates the drawbacks of the conventional static crushing agent, is easy to handle, such as filling and adjusting the amount of water, has a high crushing effect, shortens the time until cracking occurs, and prevents the eruption phenomenon. The purpose of the present invention is to provide a solid static crushing agent that can improve work safety.
本発明の固形静的破砕剤は、石灰類原料に焼結促進剤を
添加したものを所定の寸法に加圧成型後とれを乾燥・焼
成するか、又は石灰類原料に焼結促進剤を添加したもの
を焼成してなる水和膨脹性材料を所定の寸法に加圧成型
して、固形化した後これを真空包装したことを特徴とす
るものでるる。The solid static crushing agent of the present invention can be produced by adding a sintering accelerator to a lime raw material, press-molding it into a predetermined size, and then drying and calcining it, or by adding a sintering accelerator to a lime raw material. The product is characterized in that the hydrated expandable material obtained by firing the product is pressure molded to a predetermined size, solidified, and then vacuum packaged.
以下その詳細を説明する。The details will be explained below.
静的破砕剤を用いて破砕される被破砕体は、予めその物
理、鉱物等の諸性質、破砕目的等を知ることが出来るの
で、静的破砕剤充填のための穿孔、溝等の寸法、数、設
置位置等が予め設定される。Since it is possible to know in advance the physical properties of the object to be crushed using a static crushing agent, various properties such as minerals, purpose of crushing, etc., the dimensions of the holes, grooves, etc. for filling the static crushing agent, etc. The number, installation position, etc. are set in advance.
本発明の固形静的破砕剤は、上記の穿孔、溝等に合致す
る寸法(溝の寸法、穿孔径以下の寸法でろるが、これに
近い寸法が好ま【、い)に、工場において管理された状
態で、金型で加圧して成型される。The solid static crushing agent of the present invention is controlled in a factory with dimensions that match the above-mentioned perforations, grooves, etc. (the dimensions of the grooves may be smaller than the diameter of the perforation, but dimensions close to these are preferred). In this state, it is pressurized and molded using a mold.
本発明の固形静的破砕剤の製造方法は、大別すると前述
の通シ(1)水和膨脹性材料の原料でるる石灰類に焼結
促進剤を添加したものを加圧成型後乾燥・焼成してこれ
を真空包装する手順をとるものと、(2)石灰類原料に
焼結促進剤を添加したものを焼成後加圧成型してこれを
真空包装する手順をとるものとの2つになる。The method for producing the solid static crushing agent of the present invention can be roughly divided into two steps as described above. There are two methods: (2) one that involves firing and vacuum packaging the product; and (2) one that involves adding a sintering accelerator to the lime raw material, which is then pressure molded after firing and then vacuum packaging. become.
上記の石灰類原料と称するものは、石灰石、生石灰、消
石灰、ドロマイト、焼成ドロマイト、消化ドロマイト等
石灰を含有するもので、上記(1)の手順においては、
この外に一度(2)の手順により焼成して水利膨張性を
与えられたもの(市販の静的破砕剤等)をも含むものと
する。焼結促進剤と称。The above-mentioned lime raw materials include limestone, quicklime, slaked lime, dolomite, calcined dolomite, digested dolomite, etc., and in the procedure (1) above,
In addition to this, it also includes materials that have been calcined according to step (2) and given water expansion properties (commercially available static crushing agents, etc.). It is called a sintering accelerator.
するものは、アルカリ類、アルカリ土類、粘土類石膏類
、酸化鉄、アルiす等でろる。The substances used include alkalis, alkaline earths, clay gypsums, iron oxides, aluminum, etc.
前記手順(1)によシ石灰類と焼結促進剤の配合原料よ
ジスタートする場合、まず配合原料に1〜3チの水を添
加し、これを金型に入れて加圧成型する。加圧は通常5
0kg/−以上で行なう。脱型後乾燥・焼成するが、焼
成は通常のボルトランドセメントクリンカー等水硬性化
合物を焼成する要領でより。この場合、完全にクリンカ
ーが生成するまで焼成する必要はなく、遊離CaOが少
くとも1(1以上残留する程度で十分でるる。When starting the mixed raw materials of lime and sintering accelerator according to the above procedure (1), 1 to 3 g of water is first added to the mixed raw materials, and this is put into a mold and pressure-molded. Pressure is usually 5
Perform at 0 kg/- or more. After demolding, it is dried and fired, but the firing process is similar to firing hydraulic compounds such as ordinary Boltland cement clinker. In this case, it is not necessary to calcinate until clinker is completely generated, and it is sufficient that at least 1 (1 or more) free CaO remains.
破砕剤の成型においては、タイル状、鼓形煉瓦状、円筒
状又はアーモンド型ブリケット状等のものをつくる。加
圧成型時に、締固め、脱型、脱型後の固形物強度の向上
等のために1橿又は複数種の界面活性剤を用いることが
出来る。When molding the crushing agent, shapes such as tiles, drum-shaped bricks, cylinders, or almond-shaped briquettes are made. At the time of pressure molding, one or more kinds of surfactants can be used for compaction, demolding, and improving the strength of the solid material after demolding.
脱型した固形物即ちグリーン物は、これを焼成する場合
、配合の内容、特にアルカリ土類化合物等融点の低いフ
ラックスの量によって焼成温度を加減する。When the demolded solid material, ie, the green material, is fired, the firing temperature is adjusted depending on the content of the formulation, particularly the amount of flux with a low melting point such as an alkaline earth compound.
前把手711 (2)の、石灰類原料と焼結促進剤の配
合物を焼成して水和膨脹性材料をつくシ、これを金型で
加圧成型する場合については、原料からスタートシても
よいし、又水和膨張性材料として既に静的破砕剤として
市販されているものを用い、これからスタートしてもよ
り。成型後成型品の状態によシ再焼成してもよいが、こ
れは前記手順(1)において石灰類原料として一度焼成
されて水利膨張性を与えられたものを用いた場合に相当
することになる。上記の如く固形化した後、真空包装す
ることは手順(1)、 (2)とも同様である。Front handle 711 (2) When the mixture of lime raw materials and sintering accelerator is baked to form a hydration-expandable material, and this is pressure-molded using a mold, start from the raw materials. Alternatively, you can start by using a static crushing agent that is already commercially available as a hydration-swellable material. Depending on the state of the molded product after molding, it may be re-fired, but this corresponds to the case where lime raw material that has been fired once and given water expansion properties is used in step (1) above. Become. After solidifying as described above, vacuum packaging is the same as in steps (1) and (2).
又、前述の如く金型で成型焼成されたものを粗砕して顆
粒状とし、これを真空包装して使用することも出来る。Alternatively, the product molded and fired in a mold as described above can be crushed into granules, which can then be vacuum packaged and used.
尚、固形静的破砕剤には水利反応の促進剤又は遅延剤を
配合することも出来る。Incidentally, the solid static crushing agent may also contain a promoter or a retarder of the water utilization reaction.
真空包装は固形化された静的破砕剤の風化を防止し、長
期間の保存を可能とするもので、包装方法は従来性われ
ている方法が使用出来る。例えば、包装材料としてナイ
ロンとポリエチレンの二重層袋(0,2〜0.5−厚)
を用いて、10 閣Hg程度の真空度とすれば、長期間
(1年以上も可能)°の保存後も品質に変化を生じない
。Vacuum packaging prevents the solidified static crushing agent from weathering and enables long-term storage, and conventional packaging methods can be used. For example, double layer bags of nylon and polyethylene (0.2-0.5-thickness) as packaging materials
If a vacuum level of about 10 degrees Hg is used, there will be no change in quality even after long-term storage (possible for more than one year).
本発明の固形静的破砕剤の使用にわたっては、先ず被破
砕体に、予め行われた調査に基いて必要な数、寸法の穿
孔或いは溝をつくり、この中に必要量の固形静的破砕剤
を真空包装から取出して充填し、次に注水又は散水する
ことによって水利反応を起させるものでろる。この場合
、被破砕体内における固形静的破砕剤の充填密度が大き
く、このため破砕時間が著しく短縮される。水利に必要
な水量調節もやシ易い。従来のスラリ一方式においては
、静的破砕剤を充填しやすいように流動化させるために
、初めから多量の水を使用し、このため初期の水利速度
を遅延させている。然し、本発明の固形静的破砕剤を用
いる場合には、破砕剤充填後に徐々に注水、するため、
初期の水利による発熱が後に続く水利反応に有効に利用
され、膨張速度も早いことが認められた。このように、
予め成型された固形の静的破砕剤を充填後、次に水利反
応と膨張に必要な水量を注水又は散布することは、従来
の静的破砕剤の使用方法からは全く予期出来ない、新し
く且破砕効果上極めて有効な方法でめる。To use the solid static crushing agent of the present invention, first, holes or grooves of the required number and size are made in the object to be crushed based on a survey conducted in advance, and the required amount of solid static crushing agent is inserted into the holes or grooves. The product is taken out of the vacuum packaging and filled, and then water is poured or sprinkled on it to cause a water use reaction. In this case, the packing density of the solid static crushing agent in the body to be crushed is high, which significantly shortens the crushing time. It is easy to adjust the amount of water required for irrigation. In the conventional slurry one-type system, a large amount of water is used from the beginning in order to fluidize the static crushing agent so that it can be easily filled, thereby slowing down the initial water utilization rate. However, when using the solid static crushing agent of the present invention, water is gradually poured after filling the crushing agent, so
It was observed that the heat generated by the initial water use was effectively used in the subsequent water use reaction, and the expansion rate was fast. in this way,
After filling a pre-formed solid static crushing agent, pouring or spraying the amount of water necessary for water utilization reaction and expansion is a new and completely unpredictable method of using conventional static crushing agents. It is crushed using a method that is extremely effective in terms of crushing effect.
次に本発明の固形静的破砕剤の使用実績の数例を示す。Next, some examples of actual use of the solid static crushing agent of the present invention will be shown.
実施例1゜
(1)原料:市販静的破砕剤スプリッターオレンジ・・
・・・・95(2)焼結促進剤二酸化鉄
・・・・・・5上記をよく混合し、次に金型(φ40m
、厚さ6■)K充填し、50kg/mに加圧し円板状に
成型し、これを1200℃で1時間焼成後真空度10+
mHgで真空包装して固形静的破砕剤を製造した。Example 1 (1) Raw material: Commercially available static crushing agent splitter orange...
...95(2) Sintering accelerator iron dioxide
・・・・・・5 Mix the above ingredients well, then mold (φ40m)
, thickness 6mm) filled with K, pressurized to 50kg/m, molded into a disc shape, baked at 1200°C for 1 hour, and then vacuumed to 10+
A solid static crushing agent was produced by vacuum packaging at mHg.
上記の固形静的破砕剤をコンクリートの切断及び限定破
砕に適用した。第1図(a)は切断、(b)は限定破砕
のための破砕剤充填状態を示す断面図でめる。図におい
て、Rは被破砕体、1は被破砕体に設けた溝、2は真空
包装より取出した固形静的破砕剤でろるu(保存期間3
ケ月以上)。(b)の限定破砕の場合は両端の溝を空に
して1つおきに破砕剤を充填する。The above solid static crushing agent was applied to cutting and limited crushing of concrete. FIG. 1(a) is a cutaway view, and FIG. 1(b) is a cross-sectional view showing a state in which a crushing agent is filled for limited crushing. In the figure, R is the object to be crushed, 1 is the groove provided in the object to be crushed, and 2 is the solid static crushing agent taken out from the vacuum packaging.
(more than 1 month). In the case of limited crushing (b), the grooves at both ends are emptied and every other groove is filled with crushing agent.
上記の如く充填後、破砕剤90:水10の割合で注水し
て水利膨張させた。その結果、亀裂発生まで30分でめ
った。これに対して、同様の被破砕体に従来の破砕剤ス
ラリーを充填した場合は、亀裂発生まで10時を要した
。本発明の固形静的破砕剤の使用は著しい破砕時間の短
縮をもたらした。After filling as described above, water was poured into the container at a ratio of 90 parts of crushing agent to 10 parts of water to cause water expansion. As a result, it took 30 minutes for cracks to occur. On the other hand, when a similar object to be crushed was filled with a conventional crushing agent slurry, it took 10 hours for cracks to occur. The use of the solid static crushing agent of the present invention resulted in a significant reduction in crushing time.
実施例2゜
実施例1と同様にして、「スプリンタ−十酸化鉄」を加
圧成型し、焼成したものを、軽くたたいて3〜1調に整
粒して顆粒状の破砕剤をつくり、これを実施例1と同様
に真空包装した。Example 2 In the same manner as in Example 1, "Sprinter-iron decaoxide" was pressure molded and fired, and then lightly pounded to size 3 to 1 to give a granular crushing agent. This was vacuum packed in the same manner as in Example 1.
この顆粒状静的破砕剤を6ケ月保存後に包装より取出し
、これに1〜6簡の乾燥砂、砕砂を6゜チ配合して実施
例1と同様の被破砕体に充填した、充填後15%注水を
行ったところ、亀裂発生までの時間は45分でめった。This granular static crushing agent was taken out from the packaging after being stored for 6 months, and mixed with 1 to 6 pieces of dry sand and crushed sand at 6 degrees, and filled into the same crushing object as in Example 1. % water injection, it took only 45 minutes for cracks to occur.
実施例3゜
実施例1と同様に配合した原料を、50瓢ψX40簡厚
の金型に入れて、200kli+/−で加圧成型後、実
施例1と同様に焼成後真空包装して固形静的破砕剤をつ
くった。Example 3 Raw materials mixed in the same manner as in Example 1 were put into a mold of 50 min. I made a crushing agent.
コンクリート供試体(ψ150X300m、4週圧縮強
度300ゆ/−)の中央に、ドリルで50諺ψX20C
1a+&の穿孔をりくり、この中に包装より取出した前
記固形静的破砕剤(保存3ケ月以上)と砂とを交互に充
填して注水した。この時の気温、供試体温度は10℃で
めった。In the center of the concrete specimen (ψ150 x 300 m, 4-week compressive strength 300 Y/-), drill 50 mm x 20 C.
The hole 1a+& was cut out, and the solid static crushing agent (stored for 3 months or more) taken out from the package and sand were alternately filled into the hole and water was poured into the hole. At this time, the temperature of the specimen was 10°C.
供試体f′i50分で破砕された。従来のスラIJ一方
式でY′i12時間を要した。The specimen f'i was crushed in 50 minutes. It took Y'i 12 hours for one type of conventional slather IJ.
第2図は、上記充填の状態を示す断面図で、図のRは被
破砕体(コンクリート供試体)、1は穿孔、2は固形静
的破砕剤、6は砂を示す。FIG. 2 is a cross-sectional view showing the above-mentioned filling state, where R in the figure represents the object to be crushed (concrete specimen), 1 represents the perforation, 2 represents the solid static crushing agent, and 6 represents the sand.
実施例4、
原料の石灰石(−44μ)70に焼結促進剤の粘土(−
44μ)25及び酸化鉄(試薬)5を配合し、これを実
施例6と同様の金型(50vMψ×40fi厚)で加圧
成型し、これを160口℃で2時間焼成後真空包装した
。これを6ケ月保存後実施例6と同様にコンクリート供
試体に充填後托水した結果60分で亀裂の発生を見た。Example 4: Raw material limestone (-44μ) 70 and sintering accelerator clay (-
44μ) 25 and iron oxide (reagent) 5 were blended and pressure molded using the same mold as in Example 6 (50vMψ×40fi thickness), which was baked at 160°C for 2 hours and vacuum packaged. After storing this for 6 months, it was filled into a concrete specimen and watered in the same manner as in Example 6. As a result, cracks were observed in 60 minutes.
実施例5
市販の静的破砕剤(スプリンタ−、オレンジタイプ)を
ブリケントマシンで25mX13mのアーモンド型に加
圧成型後、このブリケットを粗砕機で粗砕し、−5瓢の
顆粒状にして真空包装(真空度1〇−簡Kg、 2分)
した。Example 5 A commercially available static crushing agent (Sprinter, orange type) was pressure-molded into a 25m x 13m almond shape using a Briquette machine, and then this briquette was crushed using a coarse crusher to form -5 gourd granules. Vacuum packaging (vacuum level 10-simplified kg, 2 minutes)
did.
上記の静的破砕剤を使用直前に真空包装から取出しく保
存期間6ケ月)、被破砕体(603X60”X60mの
コンクリートブロック)の上面中央につくった幅10m
、深さ100m、長き600W+の溝の中に充填し、次
に水利膨張に必要な水を注入した。Remove the above static crushing agent from the vacuum packaging immediately before use (storage period is 6 months), and place it on the center of the top surface of the object to be crushed (603 x 60" x 60 m concrete block) with a width of 10 m.
, a 100m deep, long 600W+ trench was filled, and then water necessary for irrigation expansion was injected.
被破砕体に亀裂が発生するまでの時間i’m65分でめ
った。It took 65 minutes for cracks to appear in the object to be crushed.
これに対して、同様の被破砕体に従来のスラリーを充填
した場合の亀裂発生までの時間は12時間でめった。On the other hand, when a similar object to be crushed was filled with the conventional slurry, it took only 12 hours for cracks to occur.
以上述べた本発明の固形静的破砕剤を使用すれば、穿孔
、酵等への破砕剤の充填密度を高めることが出来、その
結果亀裂発生までの時間を著しく短縮することが出来る
。又、スラリー混練の必要がなくなシ、充填作業が非常
に簡単となシ(作業時間が1/6程度となる)、且噴出
現象はなくなシ作業の安全性が向上する等種々のすぐれ
た効果が得られる。By using the solid static crushing agent of the present invention as described above, it is possible to increase the packing density of the crushing agent into the perforation, fermentation, etc., and as a result, the time until cracking can be significantly shortened. In addition, there are various advantages such as eliminating the need for slurry mixing, making the filling operation very simple (the work time is reduced to about 1/6), and eliminating the gushing phenomenon, improving the safety of the work. You can get the same effect.
第1図(a)、 (b)及び第2図は、被破砕体への本
発明の固形静的破砕剤の充填状態を例示する断面図であ
る。
R:被破砕体、1:溝又は穿孔、2:固形静的破砕剤、
3:砂。
代理人 弁理士 木 村 三 朗
第1図
第2図FIGS. 1(a), 1(b), and 2 are cross-sectional views illustrating a state in which a solid static crushing agent of the present invention is filled into an object to be crushed. R: object to be crushed, 1: groove or perforation, 2: solid static crushing agent,
3: Sand. Agent Patent Attorney Sanro Kimura Figure 1 Figure 2
Claims (1)
加圧成型後これを乾燥・焼成するか、又は石灰類原料に
焼結促進剤を添加したものを焼成してなる水和膨脹性材
料を所定の寸法に加圧成型して、固形化した後これを真
空包装したことを特徴とする固形静的破砕剤。Hydration expansion made by adding a sintering accelerator to a lime raw material and press-molding it into a predetermined size, then drying and firing it, or by firing a lime raw material with a sintering accelerator added. 1. A solid static crushing agent characterized in that a static material is pressure-molded into a predetermined size, solidified, and then vacuum-packed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16285484A JPS6140970A (en) | 1984-08-03 | 1984-08-03 | Solid static destruction agent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16285484A JPS6140970A (en) | 1984-08-03 | 1984-08-03 | Solid static destruction agent |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6140970A true JPS6140970A (en) | 1986-02-27 |
Family
ID=15762505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16285484A Pending JPS6140970A (en) | 1984-08-03 | 1984-08-03 | Solid static destruction agent |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6140970A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018040167A (en) * | 2016-09-07 | 2018-03-15 | 大成建設株式会社 | Static crushing method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5817971A (en) * | 1981-07-21 | 1983-02-02 | 東京技研興業株式会社 | Crushing wind of concrete structure |
| JPS5876149A (en) * | 1981-10-30 | 1983-05-09 | 吉澤石灰工業株式会社 | Breaking agent of fragile matter or piled substance |
| JPS58146667A (en) * | 1982-02-26 | 1983-09-01 | 吉澤石灰工業株式会社 | Breaking of fragile body |
-
1984
- 1984-08-03 JP JP16285484A patent/JPS6140970A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5817971A (en) * | 1981-07-21 | 1983-02-02 | 東京技研興業株式会社 | Crushing wind of concrete structure |
| JPS5876149A (en) * | 1981-10-30 | 1983-05-09 | 吉澤石灰工業株式会社 | Breaking agent of fragile matter or piled substance |
| JPS58146667A (en) * | 1982-02-26 | 1983-09-01 | 吉澤石灰工業株式会社 | Breaking of fragile body |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018040167A (en) * | 2016-09-07 | 2018-03-15 | 大成建設株式会社 | Static crushing method |
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