JPH0436747B2 - - Google Patents
Info
- Publication number
- JPH0436747B2 JPH0436747B2 JP58189215A JP18921583A JPH0436747B2 JP H0436747 B2 JPH0436747 B2 JP H0436747B2 JP 58189215 A JP58189215 A JP 58189215A JP 18921583 A JP18921583 A JP 18921583A JP H0436747 B2 JPH0436747 B2 JP H0436747B2
- Authority
- JP
- Japan
- Prior art keywords
- crushing
- expandable
- tablet
- boric acid
- calcium oxide
- 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
Links
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 claims description 41
- 239000003795 chemical substances by application Substances 0.000 claims description 34
- 239000000292 calcium oxide Substances 0.000 claims description 29
- 238000006703 hydration reaction Methods 0.000 claims description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 239000004327 boric acid Substances 0.000 claims description 20
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 claims description 19
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 claims description 17
- 239000000126 substance Substances 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 16
- 229910017053 inorganic salt Inorganic materials 0.000 claims description 10
- 230000005484 gravity Effects 0.000 claims description 8
- 230000003068 static effect Effects 0.000 claims description 8
- 238000000748 compression moulding Methods 0.000 claims description 4
- 239000002245 particle Substances 0.000 claims description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 2
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 2
- 239000004571 lime Substances 0.000 claims description 2
- 239000002253 acid Substances 0.000 claims 1
- 235000012255 calcium oxide Nutrition 0.000 description 25
- 239000000463 material Substances 0.000 description 15
- 230000036571 hydration Effects 0.000 description 10
- 239000002002 slurry Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 7
- 239000000843 powder Substances 0.000 description 7
- 238000000465 moulding Methods 0.000 description 5
- 238000002474 experimental method Methods 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000010304 firing Methods 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
- 230000000979 retarding effect Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- VLCLHFYFMCKBRP-UHFFFAOYSA-N tricalcium;diborate Chemical compound [Ca+2].[Ca+2].[Ca+2].[O-]B([O-])[O-].[O-]B([O-])[O-] VLCLHFYFMCKBRP-UHFFFAOYSA-N 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 125000005619 boric acid group Chemical group 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910052744 lithium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000002075 main ingredient Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- RIUWBIIVUYSTCN-UHFFFAOYSA-N trilithium borate Chemical compound [Li+].[Li+].[Li+].[O-]B([O-])[O-] RIUWBIIVUYSTCN-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Disintegrating Or Milling (AREA)
Description
本発明はコンクリートや岩石等の脆性物体に穿
孔した装填孔中に膨脹剤を充填し、その膨脹圧を
利用して脆性物体を静的に破砕する方法およびそ
れに利用される膨脹性錠剤に関するものである。
従来、脆性物体を静的に破砕する破砕剤として
は、例えば特開昭56−67059号公報等に記載され
ているように、生石灰と水硬性物質を主剤とする
膨脹性物質が提案され、既に数種のものが破砕剤
として工業的に生産されている。かかる破砕剤は
主に粉末状のものであり、その使用方法は粉末状
の破砕剤をあらかじめ容器の中で水と混ぜ水性ス
ラリーとした後、被破砕物に穿孔された装填孔に
充填する方法が実用化されている。
しかし、かかる破砕剤および破砕方法には次の
ような欠点がある。
(1) 破砕剤と水を混ぜるとすぐに主成分の生
石灰と水和反応が起り、水性スラリーの流動性
が低下するためすばやく装填孔への注入を行な
わねばならず、気温や水温が高い時には注入が
困難になる。
(2) 市販の破砕剤には適用温度範囲があり、
その上限を越えて使用した場合、また適用温度
範囲以内で使用したとしても装填孔の径が50mm
φ以上の場合には、充填された破砕剤が装填孔
外に爆発的に突出し(突出現象とか鉄砲現象な
どと呼ばれている。以下突出現象という)、破
砕効果が得られないばかりでなく作業上非常に
危険である。さらに適用温度範囲内でかつ装填
孔の径が50mmφ以内で使用した場合でも、気温
の変化の大きい時や太陽熱などの影響などによ
り被破砕物の温度が高温になつていた時、ある
いは練り混ぜ水が高温になつていた時などは突
出現象がしばしば発生する。
(3) 破砕効果が生ずるまでの時間は気温など
の条件によつて異なるが、12〜24時間と非常に
長くかかり作業性が悪い(膨脹圧発現時間を早
くするような膨脹性物質にすると突出現象が起
りやすくなる)。
このため突出現象を防止する方法として、特開
昭48−25337号や特開昭49−21924号等に、装填孔
に破砕剤スラリーを充填した後、その上部にあた
る部分にモルタルまたは器具類によつて密栓する
方法が提案されているが、これらの方法では作業
性が悪く、またコストも高くなる欠点がある。
本発明はこのような欠点を改良し、膨脹剤の膨
脹力を利用して岩石やコンクリート等の静的破砕
を有効かつ安全、迅速に行なわせる破砕方法と破
砕剤を提供するものである。
すなわち、本発明は、
(1) 膨脹剤の水和反応に伴う膨脹圧を利用し
てコンクリート等の脆性物体を静的に破砕する
にあたり、酸化カルシウムとその水和反応遅延
性物質であるホウ酸もしくはホウ酸の無機塩を
主体とする膨脹剤を圧縮成形してなる立体形の
膨脹性錠剤を装填孔に充填した後、水を注入す
ることを特徴とする静的破砕方法、
(2) 酸化カルシウムとその水和反応遅延性物
質であるホウ酸もしくはホウ酸の無機塩を主体
とする膨脹剤を圧縮成形してなる体積が0.05cm3
以上でかつ10cm3以下の立体形に成形された静的
破砕用膨脹性錠剤、
(3) 立体形に成形された膨脹性錠剤の嵩比重
が2.0〜3.2である上記(2)項記載の静的破砕
用膨脹性錠剤、
(4) 酸化カルシウムが硬焼石灰である上記
(2)項記載の静的破砕用膨脹性錠剤である。
このような特定成分の膨脹剤を錠剤に成形して
使用することにより、従来の粉末状の破砕剤のよ
うにあらかじめ水性スラリー化して装填孔へ充填
する必要がなくなつたため、水性スラリーの流動
性が低下し装填孔に注入できなくなるという作業
上の欠点がなくなり、さらに突出現象の発生が抑
えられるため膨脹圧発現の早い膨脹剤を使用する
ことができ、従つて破砕に要する時間を大巾に短
縮できるといつた特徴を有している。
次に本発明の実施態様を図面に従つて詳述す
る。
第1図において、1はコンクリート等の被破砕
物であり、これに一定の間隔をおいて、一定の長
さで、一定の孔径の装填孔2を穿孔し、その装填
孔2に膨脹性錠剤を3を充填した後、装填孔2の
孔口4から注入して膨脹性錠剤を水和、膨脹させ
て被破砕物1を破砕する。図中5は孔底である。
本発明の方法によれば被破砕物に充填された膨
脹性錠剤が水和反応(発熱反応)に伴つて発生す
る水蒸気を膨脹性錠剤の間隙を通つて大気中に放
出することにより、膨脹性錠剤内部の水蒸気圧が
増大することを防止し、装填孔径を50mmφ以上と
しても充填された膨脹性錠剤が孔外に突出するこ
とがなく、膨脹圧を有効に利用できるとともに、
突出現象による危険を防止できるため作業の安全
性をより高めることができる。また従来の粉末状
の破砕剤のよに、あらかじめ破砕剤と水を容器内
で混合し、これを速やかに充填孔に充填する作業
がなくなり、装填孔に充填された膨脹剤に水のみ
を注入すればよいので作業が簡単になる。
次に本発明の膨脹性錠剤について詳述する。
本発明の膨脹性錠剤の特徴は膨脹性成分として
酸化カルシウムを用い、これに水和反応遅延物質
としてホウ酸もしくはホウ酸の無機塩を混合した
後、立体形に成形されている点にある。立体形に
成形された膨脹性錠剤にすることによつて、水性
スラリーにしないと装填孔にうまく充填できない
粉末状の破砕剤と異なり、膨脹性錠剤を先に充填
した後に水を注入することが可能になりその結
果、粉末状の破砕剤を使用する場合に問題となつ
た水と混合中にスラリーの流動性が低下して装填
孔に注入できなくなるとつた欠点をなくすこがで
き作業性が改良される。加えて酸化カルシウムと
水和反応遅延性物質を立体形に成形された破砕剤
にすることによつて突出現象を阻止できるので、
粉末状で用いた場合は膨脹圧発現は早いが突出現
象が発生するため利用できなかつた膨脹性成分を
利用することが可能になり、その結果粉末状の静
的破砕剤の場合12〜24時間必要であつた膨脹圧発
現時間を大巾に短縮できるという特徴を有する。
破砕剤を構成している成分の面からみると、粉末
状破砕剤の場合は生石灰(膨脹性成分)に水硬性
物質が用いられ(生石灰のみでは粉状化して有効
な膨脹圧は得られにくい)、水硬性物質が先に固
り強度をある程度もつた頃から生石灰の水和反応
を起こさせる方法がとられるため、膨脹圧発現時
間は水硬性物質の強度発現時間にある程度左右さ
れ、従つて数時間で膨脹圧を発現するのは困難で
あつた。生石灰を膨脹性成分として用いた場合、
本発明の方法では必ずしも水硬性物質の添加は必
要でなく、生石灰と水和反応遅延性物質のホウ酸
もしくはホウ酸の無機塩の組合せでよく、従つて
その組合せによつては膨脹圧発現の早い膨脹性錠
剤を作ることが可能である。
本発明で用いる酸化カルシウムは膨脹性成分で
あり、具体的に生石灰の外に仮焼ドロマイトが使
用でき、CaO分が30%以上のものが好ましい。
CaO分が30%以下になると被破砕物を破砕するに
必要な膨脹圧が得られない。焼成度としては硬焼
の方が水和反応を制御しやすく、なかでも硬焼の
生石灰が特に好ましい。粒径については、水和反
応遅延性物質との混合および立体形への成形のし
易さを考慮して決める必要がある。
次に本発明で用いる水和反応遅延性物質とは、
酸化カルシウムの水和反応を遅らせる作用をもつ
物質のことであり、ホウ酸やホウ酸リチウム、ホ
ウ酸カルシウム等のホウ酸の無機塩である。ホウ
酸やホウ酸の無機塩でないと立体形に成形した膨
脹性錠剤にしても突出現象を完全に抑えることが
できず好ましくない。かかる水和反応遅延剤は成
形する前に酸化カルシウム物質と均一混合した後
圧縮成形して均質な立体形の膨脹性錠剤にする必
要がある。酸化カルシウムと水和遅延剤を混合す
るのみで立体形に成形せずに用いると、水性スラ
リーにして装填孔に充填せねばならず、その場合
は水性スラリーの流動性がなくなり装填孔に充填
しにくくなつたり、充填後に突出現象が発生する
といつた問題が生ずる。本発明の膨脹性物質の性
能(膨脹圧発現に要する時間突出現象の発生の有
無等)は水和遅延物質のみで決まるものではな
く、酸化カルシウム物質の性質や、立体形に成形
した膨脹性錠剤の大きさや嵩密度に左右されるた
め、水和遅延物質の選択はこれらの条件とのかね
あいで決める必要があるが、水和遅延剤の中で
は、膨脹性錠剤を装填孔に充填した後水を注入し
た時、膨脹性錠剤の形が比較的長時間くずれにく
いことや、突出現象が起りにくく酸化カルシウム
の膨脹圧を有効に利用できる点からホウ酸やホウ
酸の無機塩が好ましい。具体的にはホウ酸、リチ
ウム、ナトリウム、マグネシウム、カルシウムの
ホウ酸塩等があげられる。
水和遅延物質との酸化カルシウムとの混合割合
は水和遅延剤の性能がものによつて異なるために
一概に混合比率を限定することはできない。水和
遅延物質の割合が少ないと、例えば生石灰を単独
で用いた場合のように突出現象を起しやすく、他
方水和遅延剤の量が多すぎると膨脹圧発現に長時
間を要し好ましくない。
水和遅延物質と酸化カルシウムは粉末状で前も
つて均一に混合したのち圧縮成形して膨脹性錠剤
に成形するには打錠機等の成形機が使える。その
際、特に成形性を良くするために成形助剤(離型
剤)等の潤たく剤を前もつて粉末錠の膨脹剤に混
合しておくことが好ましい。
膨脹性錠剤の形状は装填孔の孔口から注入する
水が装填孔の孔底まで浸透しやすく、また充填さ
れた膨脹性錠剤が水の注入によつて始まる水和反
応で生じる水蒸気を膨脹錠剤が膨脹する前に各々
の膨脹錠剤の粒子間を通つて大気中に放出しやす
いものが好ましく、例えば円柱体、長方体、円盤
体および多面体またはこれらのものの角のとれた
ものおよび球体等が望ましい。
膨脹性錠剤の体積は装填孔へ充填する際の充填
のしやすさ、および装填孔に充填された孔の充填
密度から考えて、装填孔の孔径が30〜100mmφの
場合0.05〜10cmの大きさが最ま破砕効果が大き
い。膨脹性錠剤の体積を0.05cm3未満にすると突出
現象が起りやすく、また10cm3を越えると突出現象
は発生しないが、破砕効果が減少することにな
り、更に破砕時間も遅れがちとなる。
膨脹性錠剤の嵩比重は取扱うとき錠剤がこわれ
にくい硬さで、かつ装填孔に充填された後、水を
注入して水和、膨脹反応が始まり、初期の反応で
発生する水蒸気を膨脹性錠剤の間を通つて大気中
に放出されるまで錠剤の形がこわれない硬さが必
要であり、嵩比重で2.0〜3.2が最も好ましい。嵩
比重が2.0未満の場合は取扱い時に形がこわれた
り、膨脹の際に膨脹圧が不足して被破砕物が完全
に破下されにくい。他方嵩比重が3.2を越えたも
のは製造がむずかしく、また膨脹性錠剤の内部へ
の水の浸透がおそくなりすぎ好ましくない。
本発明の方法によると被破砕物に充填された膨
脹性錠剤が、水和反応に伴つて発生する水蒸気を
膨脹性錠剤の間隙を通つて大気中に放出すること
により、装填孔内部の水蒸気圧が増大することを
防止し、装填孔を50mmφ以上としても、充填され
た膨脹性錠剤が孔外に突出することがなく、膨脹
性錠剤の膨脹圧を有効に利用でき、また従来の破
砕剤のようにあらかじめ破砕剤と水を容器内で混
合し、これを速やかに装填孔に充填する作業がな
くなり水のみを装填孔に充填された膨脹性錠剤に
注入すればよいので、作業の効率化および経済効
果の大きい破砕作業が可能となり、かつ突出によ
る危険を防止することができるため作業上の安全
性をより高めることができる。また破砕作業にお
いて装填孔径50mmφ以上の大きな孔径で膨脹剤が
使用できるため、一孔当りの膨脹剤の充填量をよ
り多く使用することができ、このため破砕力が増
大するために孔の間隙を大きくとれるので破砕に
必要な孔数の削減が可能であり、破砕作業を効率
的かつ経済的にする効果がある。また突出現象が
起らないために、従来の破砕剤では破砕するまで
12〜24時間必要としていたものが、1〜3時間で
すみ破枠時間が大幅に短縮できた。
以下実施例を用いて本発明を具体的に説明す
る。
実施例 1〜5
表1に示した成分、形状、体積および嵩比重の
膨脹性錠剤を用いて破砕実験を行なつた。被破砕
物としては外径300mmφ、高さ、300mmの円柱状の
無筋コンクリートに孔径60mmφ、深さ270mmの孔
を穿孔したものを用いた。
結果を表1に示す。
比較例 1
表1に示した成分、形状、体積および嵩比重の
膨脹性錠剤を用い破砕実験を行つた。被破砕物と
しては実施例1で用いたのと同じ形状のコンクリ
ートを用い実施例1と同様な方法で行つた。
結果を表1に示す。
表1の結果はホウ酸の無機塩を水和遅延性物質
として用いた例であるが本発明の実施例はいずれ
も短時間で亀裂の発生が認められた。他方体積の
大きい膨脹性錠剤(比較例1)は突出現象は発生
しなかつたが、実験開始3時間後では亀裂の発生
は認められなかつた。
The present invention relates to a method of statically crushing a brittle object by filling an expansion agent into a loading hole drilled in a brittle object such as concrete or rock and utilizing the expansion pressure, and an expandable tablet used in the method. be. Conventionally, as a crushing agent for statically crushing brittle objects, an expansive substance containing quicklime and a hydraulic substance as main ingredients has been proposed, as described in, for example, Japanese Patent Application Laid-open No. 56-67059. Several types are produced industrially as crushing agents. This crushing agent is mainly in powder form, and the method for using it is to mix the powdered crushing agent with water in a container in advance to form an aqueous slurry, and then fill it into a loading hole drilled in the object to be crushed. has been put into practical use. However, such crushing agents and crushing methods have the following drawbacks. (1) When the crushing agent and water are mixed, a hydration reaction immediately occurs with quicklime, the main component, and the fluidity of the aqueous slurry decreases, so it must be quickly injected into the loading hole. Injection becomes difficult. (2) Commercially available crushing agents have applicable temperature ranges.
If you use it above the upper limit, or even if you use it within the applicable temperature range, the diameter of the loading hole will be 50 mm.
If the diameter exceeds φ, the filled crushing agent will explosively protrude outside the loading hole (this is called the protrusion phenomenon or the gun phenomenon. Hereinafter referred to as the protrusion phenomenon), and not only will the crushing effect not be obtained, but the work will be interrupted. Above is extremely dangerous. Furthermore, even when used within the applicable temperature range and with a charging hole diameter of 50 mm or less, there are times when the temperature of the material to be crushed is high due to large changes in temperature, the influence of solar heat, etc., or when the material is mixed with water. A protrusion phenomenon often occurs when the temperature is high. (3) The time it takes for the crushing effect to occur varies depending on conditions such as temperature, but it takes a very long time of 12 to 24 hours, and the workability is poor (this is especially true if the material is an expandable material that accelerates the onset of expansion pressure). phenomenon is more likely to occur). For this reason, as a method to prevent the protrusion phenomenon, Japanese Patent Application Laid-Open Nos. 48-25337 and 49-21924 disclose that after filling the loading hole with a crushing agent slurry, the upper part of the slurry is filled with mortar or instruments. Methods have been proposed in which the container is sealed tightly, but these methods have the drawbacks of poor workability and high cost. The present invention aims to improve these drawbacks and provide a crushing method and crushing agent that effectively, safely, and quickly perform static crushing of rocks, concrete, etc. by utilizing the expansion force of the expanding agent. That is, the present invention provides the following features: (1) When statically crushing a brittle object such as concrete using the expansion pressure accompanying the hydration reaction of an expansion agent, calcium oxide and boric acid, which is a substance that retards the hydration reaction of calcium oxide, are used. or a static crushing method characterized by filling a loading hole with a three-dimensional expandable tablet formed by compression molding an expanding agent mainly consisting of an inorganic salt of boric acid, and then injecting water; (2) oxidation; The volume is 0.05 cm 3 made by compression molding an expanding agent mainly composed of calcium and boric acid, which is a substance that retards the hydration reaction, or an inorganic salt of boric acid.
(3) The static crushable expandable tablet according to item (2) above, which is molded into a three-dimensional shape of 10 cm 3 or less, and (3) the expandable tablet molded into a three-dimensional shape has a bulk specific gravity of 2.0 to 3.2. (4) The expandable tablet for static crushing according to item (2) above, wherein the calcium oxide is hard-burned lime. By molding such a specific ingredient into a tablet and using it, there is no need to make it into an aqueous slurry beforehand and fill it into the loading hole, unlike conventional powder crushing agents, which improves the fluidity of the aqueous slurry. This eliminates the operational disadvantage of not being able to inject into the loading hole due to a drop in the pressure, and furthermore, since the occurrence of protrusion is suppressed, it is possible to use an expansion agent that develops expansion pressure quickly, and the time required for crushing is therefore greatly reduced. It has the characteristic that it can be shortened. Next, embodiments of the present invention will be described in detail with reference to the drawings. In Fig. 1, reference numeral 1 denotes a material to be crushed such as concrete, into which loading holes 2 of a constant length and diameter are bored at regular intervals, and inflatable tablets are inserted into the loading holes 2. 3 is injected from the opening 4 of the loading hole 2 to hydrate and expand the expandable tablet, thereby crushing the object 1 to be crushed. In the figure, 5 is the hole bottom. According to the method of the present invention, the expansible tablets filled in the material to be crushed release water vapor generated during the hydration reaction (exothermic reaction) into the atmosphere through the gaps between the expansible tablets. It prevents the water vapor pressure inside the tablet from increasing, the filled expandable tablet does not protrude outside the hole even if the loading hole diameter is 50 mmφ or more, and the expansion pressure can be used effectively.
It is possible to prevent dangers caused by protrusion phenomena, thereby further increasing work safety. In addition, unlike conventional powder crushing agents, there is no need to mix the crushing agent and water in a container in advance and immediately fill the filling hole with the mixture. Instead, only water is injected into the expanding agent filled in the loading hole. This will make your work easier. Next, the expandable tablet of the present invention will be explained in detail. The expansible tablet of the present invention is characterized in that calcium oxide is used as an expansible component, and boric acid or an inorganic salt of boric acid is mixed therein as a hydration reaction retardant, and then the tablet is molded into a three-dimensional shape. By making the expandable tablet into a three-dimensional shape, water can be injected after the expandable tablet is first filled, unlike powdered crushing agents that cannot be properly filled into the loading hole unless it is made into an aqueous slurry. As a result, the disadvantage of using a powdered crushing agent, where the fluidity of the slurry decreases during mixing with water and cannot be injected into the loading hole, can be eliminated, and workability is improved. Improved. In addition, the protrusion phenomenon can be prevented by using calcium oxide and a substance that retards the hydration reaction as a crushing agent formed into a three-dimensional shape.
When used in powder form, the expansion pressure develops quickly, but an extrusion phenomenon occurs, making it possible to utilize an expansive component that could not be used. It has the feature that the required time for the development of inflation pressure can be greatly shortened.
From the perspective of the components that make up the crushing agent, in the case of powdered crushing agents, a hydraulic substance is used for quicklime (expandable component) (quicklime alone will turn into powder and it is difficult to obtain effective expansion pressure. ), a method is used in which the hydration reaction of quicklime is caused from the time when the hydraulic substance first solidifies and has a certain degree of strength, so the time for the expansion pressure to develop depends to some extent on the time for the hydraulic substance to develop strength. It was difficult to develop inflation pressure within a few hours. When quicklime is used as an intumescent component,
In the method of the present invention, it is not necessarily necessary to add a hydraulic substance, and a combination of quicklime and boric acid or an inorganic salt of boric acid, which is a substance that retards the hydration reaction, may be used. It is possible to make fast expanding tablets. Calcium oxide used in the present invention is an expansive component, and specifically, calcined dolomite can be used in addition to quicklime, and preferably has a CaO content of 30% or more.
When the CaO content is less than 30%, the expansion pressure necessary to crush the object cannot be obtained. As for the firing degree, hard firing makes it easier to control the hydration reaction, and among these, hard firing quicklime is particularly preferable. The particle size must be determined in consideration of ease of mixing with the hydration reaction retarding substance and molding into a three-dimensional shape. Next, the hydration reaction retardant substance used in the present invention is:
A substance that has the effect of delaying the hydration reaction of calcium oxide, and is an inorganic salt of boric acid such as boric acid, lithium borate, or calcium borate. If the tablet is not boric acid or an inorganic salt of boric acid, the protrusion phenomenon cannot be completely suppressed even if the expandable tablet is formed into a three-dimensional shape, which is not preferable. Such a hydration reaction retarder must be homogeneously mixed with a calcium oxide material before molding, and then compressed into a uniform three-dimensional expandable tablet. If calcium oxide and a hydration retarder are mixed together and used without forming into a three-dimensional shape, it is necessary to make an aqueous slurry and fill it into the charging hole. Problems may arise if the filling becomes difficult or a protrusion phenomenon occurs after filling. The performance of the expandable material of the present invention (the time required for the expansion pressure to develop) is determined not only by the hydration retardant material, but also by the properties of the calcium oxide material and the expandable tablet formed into a three-dimensional shape. The selection of a hydration retardant must be made in consideration of these conditions. Boric acid and an inorganic salt of boric acid are preferred because the shape of the expandable tablet does not easily collapse for a relatively long time when injected, the ejection phenomenon is less likely to occur, and the expansion pressure of calcium oxide can be used effectively. Specific examples include boric acid, lithium, sodium, magnesium, and calcium borates. The mixing ratio of calcium oxide to the hydration retarder cannot be unconditionally determined because the performance of the hydration retarder varies depending on the hydration retarder. If the proportion of the hydration retardant is small, the protrusion phenomenon is likely to occur, for example, when quicklime is used alone, while if the amount of the hydration retardant is too large, it will take a long time for the expansion pressure to develop, which is undesirable. . A molding machine such as a tablet press can be used to uniformly mix the hydration retarding substance and calcium oxide in powder form and then compression mold them to form an expandable tablet. In this case, in order to particularly improve moldability, it is preferable to mix a moistening agent such as a molding aid (mold release agent) with the swelling agent of the powder tablet in advance. The shape of the expandable tablet allows water injected from the opening of the loading hole to easily penetrate to the bottom of the loading hole, and the filled expandable tablet absorbs water vapor generated by the hydration reaction that begins when water is injected into the expandable tablet. Preferably, the material can easily be released into the atmosphere through the particles of each expandable tablet before it expands, such as cylinders, rectangles, disks, polyhedrons, or rounded corners and spheres of these. desirable. The volume of the expandable tablet should be 0.05 to 10 cm if the diameter of the loading hole is 30 to 100 mmφ, considering the ease of filling into the loading hole and the filling density of the holes filled in the loading hole. has the greatest crushing effect. If the volume of the expansible tablet is less than 0.05 cm 3 , the protrusion phenomenon tends to occur, and if the volume exceeds 10 cm 3 , the protrusion phenomenon will not occur, but the crushing effect will be reduced and the crushing time will also tend to be delayed. The bulk specific gravity of the expandable tablet is such that the tablet is hard to break when handled, and after being filled into the loading hole, water is injected to start the hydration and expansion reaction, and the water vapor generated in the initial reaction is absorbed into the expandable tablet. The tablet must have such hardness that it does not lose its shape until it is released into the atmosphere, and a bulk specific gravity of 2.0 to 3.2 is most preferable. If the bulk specific gravity is less than 2.0, the shape may be broken during handling, or the expansion pressure may be insufficient during expansion, making it difficult for the material to be crushed to be completely crushed. On the other hand, those with a bulk specific gravity exceeding 3.2 are undesirable because they are difficult to manufacture and the penetration of water into the interior of the expandable tablet is too slow. According to the method of the present invention, the expandable tablets filled in the material to be crushed release the water vapor generated during the hydration reaction into the atmosphere through the gaps between the expandable tablets, thereby increasing the water vapor pressure inside the loading hole. Even if the loading hole is set to 50 mmφ or more, the filled expandable tablet will not protrude outside the hole, and the expansion pressure of the expandable tablet can be effectively used. This eliminates the need to mix the crushing agent and water in a container in advance and then immediately fill the filling hole with the mixture. This eliminates the need to inject only water into the expansible tablets filled in the loading hole, which improves work efficiency and improves work efficiency. It is possible to carry out crushing work with great economical effects, and to prevent dangers due to protrusion, it is possible to further improve work safety. In addition, since the expanding agent can be used in large holes with a charging hole diameter of 50 mmφ or more during crushing operations, a larger amount of expanding agent can be used per hole. Since it can be made larger, it is possible to reduce the number of holes required for crushing, which has the effect of making crushing work more efficient and economical. In addition, because no protrusion phenomenon occurs, conventional crushing agents
What used to require 12 to 24 hours now only takes 1 to 3 hours, significantly reducing the time required to break the deadline. The present invention will be specifically described below using Examples. Examples 1 to 5 Crushing experiments were conducted using expandable tablets having the components, shapes, volumes, and bulk specific gravity shown in Table 1. The object to be crushed was a cylindrical unreinforced concrete with an outer diameter of 300 mmφ and a height of 300 mm, in which a hole with a hole diameter of 60 mmφ and a depth of 270 mm was bored. The results are shown in Table 1. Comparative Example 1 A crushing experiment was conducted using expandable tablets having the ingredients, shape, volume, and bulk specific gravity shown in Table 1. The same method as in Example 1 was carried out using concrete having the same shape as that used in Example 1 as the material to be crushed. The results are shown in Table 1. The results shown in Table 1 are examples in which an inorganic salt of boric acid was used as a hydration-retarding substance, and cracks were observed to occur in a short period of time in all of the Examples of the present invention. On the other hand, with the expandable tablet having a large volume (Comparative Example 1), no protrusion phenomenon occurred, but no cracking was observed 3 hours after the start of the experiment.
【表】【table】
【表】
* 実験開始1時間後に観察した破砕結果
** 取扱い中に一部形のくずれたものが生じたので
、その部分は除いて実施例は行つた。
[Table] * Crushing results observed 1 hour after the start of the experiment ** Some pieces lost their shape during handling, so the example was carried out with that part removed.
第1図は本発明に係るコンクリート等の破砕方
法の一実施態様の断面図である。
1……コンクリート等の被破砕物、2……装填
孔、3……膨脹性錠剤、4……穿孔2の孔口、5
……穿孔2の孔底。
FIG. 1 is a sectional view of one embodiment of the method for crushing concrete, etc. according to the present invention. 1... Material to be crushed such as concrete, 2... Loading hole, 3... Expandable tablet, 4... Hole opening of drilling hole 2, 5
...Bottom of drilling hole 2.
Claims (1)
ンクリート等の脆性物体を静的に破砕するにあた
り、酸化カルシウムとその水和反応遅延生物質で
あるホウ酸もしくはホウ酸の無機塩を主体とする
膨脹剤を圧縮成形してなる立体形の膨脹性錠剤を
装填孔に充填した後、水を注入することを特徴と
する静的破砕方法。 2 酸化カルシウムとその水和反応遅延性物質で
あるホウ酸もしくはホウ酸の無機塩を主体とする
膨脹剤を圧縮成形してなる体積が0.05cm3以上で、
かつ10cm3以下の立体形に成形された静的破砕用膨
脹性錠剤。 3 立体形に成形された膨脹性錠剤の嵩比重が
2.0〜3.2である特許請求範囲第2項記載の静的破
砕用膨脹性錠剤。 4 酸化カルシウムが硬焼生石灰である特許請求
の範囲第2項記載の静的破砕用膨脹性錠剤。[Claims] 1. When statically crushing brittle objects such as concrete using the expansion pressure accompanying the hydration reaction of an expanding agent, calcium oxide and boric acid or boric acid, which is a biological substance that retards the hydration reaction, A static crushing method characterized by filling a loading hole with a three-dimensional expandable tablet formed by compression molding an expanding agent mainly consisting of an inorganic salt of an acid, and then injecting water. 2 A volume of 0.05 cm 3 or more formed by compression molding an expanding agent mainly composed of calcium oxide and boric acid, which is a substance that retards the hydration reaction of calcium oxide, or an inorganic salt of boric acid,
Expandable tablets for static crushing that are formed into a three-dimensional shape of 10 cm 3 or less. 3 The bulk specific gravity of the expandable tablet formed into a three-dimensional shape is
The expandable tablet for static crushing according to claim 2, which has a particle size of 2.0 to 3.2. 4. The expandable tablet for static crushing according to claim 2, wherein the calcium oxide is hard calcined lime.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18921583A JPS6082152A (en) | 1983-10-12 | 1983-10-12 | Static crushing method and expansible tablet therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18921583A JPS6082152A (en) | 1983-10-12 | 1983-10-12 | Static crushing method and expansible tablet therefor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6082152A JPS6082152A (en) | 1985-05-10 |
JPH0436747B2 true JPH0436747B2 (en) | 1992-06-17 |
Family
ID=16237478
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18921583A Granted JPS6082152A (en) | 1983-10-12 | 1983-10-12 | Static crushing method and expansible tablet therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6082152A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103951303B (en) * | 2014-04-18 | 2016-06-22 | 石家庄市功能建材有限公司 | A kind of anti-spray suppressing soundless cracking agent spray orifice |
JP6812681B2 (en) * | 2016-07-04 | 2021-01-13 | 三菱瓦斯化学株式会社 | Leavening composition and leavening agent using it |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59227969A (en) * | 1983-06-10 | 1984-12-21 | Mitsubishi Mining & Cement Co Ltd | Crushing agent for brittle material and method for crushing |
-
1983
- 1983-10-12 JP JP18921583A patent/JPS6082152A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59227969A (en) * | 1983-06-10 | 1984-12-21 | Mitsubishi Mining & Cement Co Ltd | Crushing agent for brittle material and method for crushing |
Also Published As
Publication number | Publication date |
---|---|
JPS6082152A (en) | 1985-05-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4409030A (en) | Material for destroying concrete structures | |
JPS6013172A (en) | Static destruction of concrete and expansion tablet | |
JPH0436747B2 (en) | ||
JPH0148059B2 (en) | ||
KR950001707B1 (en) | Expansive demolition agent | |
JPH0424505B2 (en) | ||
JPS6081276A (en) | Swelling tablet for static crushing | |
JPS6081277A (en) | Method for static crushing and swelling tablet for static crushing | |
JPS6080661A (en) | Static crushing method and expansible tablet therefor | |
JPH055086A (en) | Quick-acting static breaking agent | |
JPH0261992B2 (en) | ||
JPS60156561A (en) | Static crushing method and expansible crushing agent for static crushing | |
WO2023225709A1 (en) | Inflatable down hole bag | |
JPS60232260A (en) | Method of breaking construction utilizing reaction accelerator | |
JPH0277481A (en) | Static crushing agent | |
JPS62179585A (en) | Static demolishing agent | |
JPS59219377A (en) | Breaking agent for brittle substance | |
JPS62220657A (en) | Expansible tablet for static crushing | |
KR910004766B1 (en) | Method for demolition | |
JPS62136253A (en) | Method for crushing rock and concrete structure etc. | |
JPS62233379A (en) | Static crushing agent | |
JPH0318499B2 (en) | ||
JPH04319181A (en) | Static crushing agent | |
JPH02145680A (en) | Moisture-expansive demolition agent composition | |
JPH0655935B2 (en) | Solidified static crushing agent and crushing method using the same |