JPH06174400A - Bench blasting method - Google Patents
Bench blasting methodInfo
- Publication number
- JPH06174400A JPH06174400A JP35046392A JP35046392A JPH06174400A JP H06174400 A JPH06174400 A JP H06174400A JP 35046392 A JP35046392 A JP 35046392A JP 35046392 A JP35046392 A JP 35046392A JP H06174400 A JPH06174400 A JP H06174400A
- Authority
- JP
- Japan
- Prior art keywords
- explosive
- blast hole
- blasting
- container
- hole
- 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
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、土木・建築における爆
薬破壊力を使用した爆破工法の爆薬発破方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an explosive blasting method of an explosive construction method using explosive destructive power in civil engineering and construction.
【0002】[0002]
【従来の技術】従来の爆薬発破法としては、ベンチ・削
孔内にバルク状のANFO爆薬を自然流下させて均一又
は分散的に装薬し、砂等でタンピングする方法、カート
リッジ爆薬を削孔内に落し込み、砂タンピング等で密閉
する方法が知られている。2. Description of the Related Art Conventional explosive blasting methods include a method in which a bulk ANFO explosive is allowed to flow naturally into a bench / drilling hole to uniformly or disperse the charge, and tamping is performed with sand, etc. A method is known in which it is dropped inside and sealed by sand tamping or the like.
【0003】[0003]
【発明が解決しようとする課題】従来の発破方法では、
水孔の場合又は削孔(発破孔)内に涌水がある場合に
は、低コストのバルク状ANFO、非防水のカートリッ
ジ爆薬の使用ができなかった。又、従来の前者の発破方
法では、削孔機械の性質上ビット径に従ってベンチ上層
から下部迄同径になり、バルク状のANFO爆薬を使っ
て密装薬すると均一に装薬され、ベンチ下部・中間・上
層の爆薬層の適正化が難しく、ベンチ下層・上層の薬径
の調整は不可能で、結果的にベンチ上部に過装薬される
という問題点があった。一般に、ベンチ下方に従って岩
盤荷重が大きくなる為に大きな爆薬破壊力が必要とされ
ている。In the conventional blasting method,
In the case of water holes or when there is water in the holes (blast holes), low-cost bulk ANFO and non-waterproof cartridge explosives could not be used. Also, in the former blasting method of the related art, due to the nature of the drilling machine, the diameter becomes the same from the upper layer to the lower portion of the bench according to the bit diameter, and if the bulk ANFO explosive is used for dense packing, it will be uniformly packed, It was difficult to optimize the explosive layer in the middle and upper layers, and it was impossible to adjust the diameter of the lower and upper layers of the bench, and as a result, there was a problem that the upper portion of the bench was overcharged. Generally, a large explosive destructive force is required because the bedrock load increases according to the lower part of the bench.
【0004】従来の後者の発破方法では、カートリッジ
爆薬と削孔(発破孔)の孔壁との間に空隙が生じ、これ
が爆破の際空気クッションとなって爆破エネルギーの損
失を大きくしていた。従来のいずれの発破方法とも、ベ
ンチ上層部に大塊が残り、その2次破砕の問題及び多量
の発破振動・発破音が発生するという問題点があった。In the latter blasting method of the related art, a gap is created between the cartridge explosive and the hole wall of the drilling hole (blasting hole), and this serves as an air cushion at the time of blasting to increase the loss of blasting energy. All of the conventional blasting methods have a problem that a large lump remains on the upper part of the bench, secondary crushing thereof occurs, and a large amount of blasting vibration and blasting noise are generated.
【0005】本発明が解決しようとする課題は、従来の
これらの問題点を解消し、破砕力が効果的で且つ均一に
作用し、しかも発破粉塵・発破振動・発破音を低く抑
え、更に低コストの爆薬を安全且つ簡便に使用すること
ができるベンチ発破方法を提供することにある。The problem to be solved by the present invention is to solve these conventional problems, to effectively and uniformly exert a crushing force, and to suppress blasting dust, blasting vibration and blasting noise to a low level, and further An object of the present invention is to provide a bench blasting method capable of safely and easily using costly explosives.
【0006】[0006]
【課題を解決するための手段】かかる課題を解決した本
発明の要旨は、 1) 発破孔壁と装填した爆薬との空隙及び発破孔全体
にゲル水を充満させた状態で発破することを特徴とする
ベンチ発破方法 2) 表面を帯電防止されたフィルムで被覆して防水し
た爆薬コンテナを発破孔内に入れ、爆薬コンテナの開口
部より爆薬を装薬し、開口部を防水キャップで密閉し、
次に爆薬コンテナを発破孔内の所定位置に沈め、ゲル水
を発破孔内全体に充満させ、その後発破することを特徴
とするベンチ発破方法 3) 防水性素材で製作された非静電爆薬コンテナを発
破孔内に入れ、爆薬コンテナの開口部から爆薬を装薬
し、開口部を防水キャップで密閉し、次に爆薬コンテナ
を発破孔内の所定位置に沈め、ゲル水を発破孔内全体に
充満させ、その後発破することを特徴とするベンチ発破
方法 4) ゲル水が吸水ポリマーを主成分とする1〜3何れ
かに記載のベンチ発破方法 にある。Means for Solving the Problems The gist of the present invention, which has solved the above problems, is as follows: 1) Blasting in a state in which gel water is filled in the gap between the wall of the blast hole and the explosive loaded and the entire blast hole. Bench blasting method 2) Put a waterproof explosive container whose surface is covered with an antistatic film into the blasting hole, charge explosives from the opening of the explosive container, and seal the opening with a waterproof cap,
Next, the explosive container is submerged at a predetermined position in the blasting hole, gel water is filled into the blasting hole, and then the blasting is performed. 3) Bench blasting method 3) Non-electrostatic explosive container made of waterproof material Into the blast hole, charge the explosive from the opening of the explosive container, seal the opening with a waterproof cap, then submerge the explosive container in place in the blast hole, and put gel water into the entire blast hole. Bench blasting method characterized by filling and then blasting 4) The bench blasting method according to any one of 1 to 3, wherein the gel water has a water-absorbing polymer as a main component.
【0007】[0007]
【作用】本発明では、充填した爆薬と発破孔壁との間に
ゲル水が充満されるから、発破時の衝撃波はこのゲル水
をエネルギー損失を少なく伝播し、孔壁全周及び上下の
全内面に強力且つ均一に衝撃圧・ガス圧が作用する。従
って、上部に未破砕の大塊が発生することはない。In the present invention, gel water is filled between the charged explosive and the wall of the blast hole, so that the shock wave at the time of blast propagates the gel water with little energy loss and spreads around the hole wall and all the inner surfaces above and below. Strong and uniform impact pressure and gas pressure act. Therefore, no uncrushed large lumps are generated in the upper part.
【0008】ゲル水であるので、孔壁のクラックの小さ
な孔から流出することがなく、発破孔内を確実に充満さ
せることができる。又、ゲル水が爆薬外周に存在するこ
とで発破粉塵がゲル水に捕捉され、早く沈降して発破粉
塵の飛散を大巾に少なくできる。又、均一に圧力が作用
することで発破振動・発破音を低く抑えることができ
る。Since it is gel water, it does not flow out from the holes having small cracks on the wall of the holes, and the blast holes can be reliably filled. Further, since the gel water is present on the outer periphery of the explosive, the blast dust is trapped in the gel water and quickly settles to greatly reduce the scattering of the blast dust. In addition, blasting vibration and blasting noise can be suppressed to a low level by the uniform pressure.
【0009】[0009]
【実施例】以下、本発明の実施例を図面に基づいて説明
する。 :実施例(図1,2参照) 図1は本実施例の爆薬コンテナを示す一部切欠正面図、
図2は実施例の爆薬・填塞工程を示す説明図である。Embodiments of the present invention will be described below with reference to the drawings. Example (see FIGS. 1 and 2) FIG. 1 is a partially cutaway front view showing an explosive container of the present example,
FIG. 2 is an explanatory view showing the explosive / filling step of the embodiment.
【0010】本実施例の爆薬を充填する爆薬コンテナ1
は、有底の高圧成形紙管2に0.7ミリ厚みで12ミリ
巾程の60kgの引張強度を有するひも4を上から底面
まで掛け渡し、それらを帯電防止された強化ポリチュー
ブ3に包み、加熱して収縮させてポリエチレンフィルム
を高圧成形紙管2表面に密着させて防水させた筒体構造
である。ひも4は強化ポリチューブ3の収縮で高圧成形
紙管2の表面に圧着され動かないようになり、爆薬コン
テナ1を吊り下げることができるようになっている。爆
薬コンテナ1の上部の開口部5を密閉する防水キャップ
6はプラスチック一体成形の鍔付の蓋体で、開口部5と
嵌合するようになっていて、又中央に発破用リード線7
が貫通している。Explosive container 1 for filling explosive of the present embodiment
Is a high-pressure molded paper tube 2 having a bottom, and a string 4 having a tensile strength of 60 kg having a width of 0.7 mm and a width of 12 mm is hung from the top to the bottom, and they are wrapped in an antistatic reinforced polytube 3. The cylindrical structure has a polyethylene film that is heated and shrunk so that the polyethylene film is brought into close contact with the surface of the high-pressure molded paper tube 2 to be waterproof. The string 4 is pressed against the surface of the high-pressure molded paper tube 2 by the contraction of the reinforced poly tube 3 so as not to move, and the explosive container 1 can be suspended. A waterproof cap 6 for sealing the opening 5 at the upper part of the explosive container 1 is a lid body integrally formed with a plastic and fitted to the opening 5, and also has a blasting lead wire 7 in the center.
Has penetrated.
【0011】本実施例では、発破孔8内にひも4を使っ
て爆薬コンテナ1を少し下げ降し、開口部5から砂(は
くり粉)9を適量投入し、その上に爆薬材10を装薬す
る(図2(a)参照)。次に、防水キャップ6を開口部
5に嵌合して密閉し、ひも4を使って発破孔5の下部へ
深く沈める(図2(b),(c)参照)。その後、前記
のものと同構造の爆薬コンテナ11をひも12で少し発
破孔8内に吊り、爆薬材10を充填し(図2(d)参
照)、防水キャップ6をして発破孔8内の先に沈めた爆
薬コンテナ1に接触させるように下降させ、次に水18
と吸水ポリマーを主成分とするゲル粉14を発破孔8内
に投入し、ゲル水15を発破孔8内で生成させ、爆薬コ
ンテナ1,11外周及び発破孔8内全体をゲル水15で
充満させる(図2(e)参照)。その後、リード線でも
って爆薬コンテナ1,11を爆発させる。二つの爆薬コ
ンテナ1,11は接触しているので、じゅん爆して同時
に爆発する。ここで、図2(e)のじゅん爆させる以外
に、第2の爆薬コンテナ11の下部に砂を込め、その上
に爆薬材10を装薬し、防水キャップ13をした後、先
に沈めた第1の爆薬コンテナ1のやや上方の間隔をおい
た位置に吊り、この状態でゲル水15を発破孔に充満さ
せる(図2(f)参照)こともできる。この場合は爆薬
材の分散装薬ができる。In this embodiment, the explosive container 1 is slightly lowered and lowered in the blast hole 8 by using the string 4, and an appropriate amount of sand (grinding powder) 9 is introduced through the opening 5 and the explosive material 10 is placed thereon. Charge (see FIG. 2 (a)). Next, the waterproof cap 6 is fitted into the opening portion 5 to be hermetically sealed, and the string 4 is used to deeply sink into the lower portion of the blast hole 5 (see FIGS. 2B and 2C). After that, the explosive container 11 having the same structure as that described above is slightly suspended in the blast hole 8 with the string 12 and filled with the explosive material 10 (see FIG. 2 (d)). Lower it so that it contacts the explosive container 1 that was previously sunk, then water 18
And gel powder 14 containing a water-absorbing polymer as a main component are charged into the blast hole 8 to generate gel water 15 in the blast hole 8, and the outer periphery of the explosive containers 1 and 11 and the entire blast hole 8 are filled with the gel water 15. (See FIG. 2E). Then, the explosive containers 1 and 11 are detonated by the lead wire. Since the two explosive containers 1 and 11 are in contact with each other, they explode and simultaneously explode. Here, in addition to the detonation shown in FIG. 2 (e), sand is put in the lower part of the second explosive container 11, the explosive material 10 is charged on the sand, and the waterproof cap 13 is applied, and then the explosive material is sunk first. It is also possible to suspend the first explosive container 1 at a position slightly above the first explosive container 1 and fill the blast hole with the gel water 15 in this state (see FIG. 2 (f)). In this case, the explosive material can be dispersed and charged.
【0012】図2の(e),(f)の状態でリード線に
よって着火して発破させるものである。爆発力はゲル水
を介在し、発破孔8全体の内周壁面に均一に且つ強い衝
撃圧・ガス圧が作用し、大塊を残すことなく均一に破砕
し、しかもゲル水が粉塵の飛散・振動を弱める。In the state shown in FIGS. 2 (e) and 2 (f), a lead wire ignites and blasts. The explosive force intervenes the gel water, and the inner wall surface of the entire blast hole 8 is uniformly and strongly subjected to a strong impact pressure and gas pressure, and is crushed uniformly without leaving a large lump, and further, the gel water scatters dust. Dampen vibration.
【0013】本発明では、爆薬材の上下方向への不均一
分散装薬が容易であり、爆薬コンテナの外径が変化して
もゲル水が外周に充満しているので密装薬の状態を維持
できる。In the present invention, it is easy to charge the explosive material unevenly in the vertical direction, and the outer periphery of the explosive container is filled with gel water even if the outer diameter of the explosive container changes. Can be maintained.
【0014】図3に示す爆薬コンテナ16は、高圧成形
紙管2に防水液を含浸させて防水状態にした例である。
ひも4は粘着テープ17によって高圧成形紙管2の表面
に固着されている。これも前記実施例の爆薬コンテナ
1,11同様のものとすることができる。The explosive container 16 shown in FIG. 3 is an example in which the high-pressure molded paper tube 2 is impregnated with a waterproof liquid to be in a waterproof state.
The string 4 is fixed to the surface of the high-pressure molded paper tube 2 with an adhesive tape 17. This can also be similar to the explosive containers 1 and 11 of the above embodiment.
【0015】[0015]
【発明の効果】以上の様に、本発明によれば、ゲル水の
存在によって爆薬を密装薬している状態に近く、発破孔
内に均一且つ強力にその衝撃圧・ガス圧を作用させるこ
とができ、破砕力が高く大塊の未破砕を残すことなく均
一に破砕できる。爆薬のエネルギー損失を少なくでき、
爆薬量を少なくできる。又、飛散する粉塵を6〜8割減
少させ、又発破振動・発破音も減少できた。しかも、低
コストの爆薬を安全且つ簡便に使用できるという利点が
ある。As described above, according to the present invention, due to the presence of gel water, the explosive is closely packed, and the impact pressure and gas pressure act uniformly and strongly in the blast hole. It has a high crushing power and can be crushed uniformly without leaving uncrushed large lumps. You can reduce the energy loss of explosives,
The amount of explosives can be reduced. Moreover, the amount of dust scattered was reduced by 60 to 80%, and the blasting vibration and blasting noise were also reduced. Moreover, there is an advantage that low-cost explosives can be used safely and easily.
【図1】本発明の実施例の爆薬コンテナを示す一部切欠
正面図である。FIG. 1 is a partially cutaway front view showing an explosive container according to an embodiment of the present invention.
【図2】実施例の爆薬填塞工程を示す説明図である。FIG. 2 is an explanatory view showing an explosive filling step of the example.
【図3】爆薬コンテナの他の例を示す一部切欠正面図で
ある。FIG. 3 is a partially cutaway front view showing another example of the explosive container.
1 爆薬コンテナ 2 高圧成形紙管 3 ポリチューブ 4 ひも 5 開口部 6 防水キャップ 7 リード線 8 発破孔 9 砂 10 爆薬材 11 爆薬コンテナ 12 ひも 13 防水キャップ 14 ゲル粉 15 ゲル水 16 爆薬コンテナ 17 粘着テープ 18 水 1 Explosive Container 2 High-Pressure Paper Tube 3 Polytube 4 String 5 Opening 6 Waterproof Cap 7 Lead Wire 8 Blast Hole 9 Sand 10 Explosive Material 11 Explosive Container 12 String 13 Waterproof Cap 14 Gel Powder 15 Gel Water 16 Explosive Container 17 Adhesive Tape 18 water
Claims (4)
破孔全体にゲル水を充満させた状態で発破することを特
徴とするベンチ発破方法。1. A bench blasting method comprising blasting in a state in which gel water is filled in the void between the blasting hole wall and the loaded explosive and the entire blasting hole.
て防水した爆薬コンテナを発破孔内に入れ、爆薬コンテ
ナの開口部より爆薬を装薬し、開口部を防水キャップで
密閉し、次に爆薬コンテナを発破孔内の所定位置に沈
め、ゲル水を発破孔内全体に充満させ、その後発破する
ことを特徴とするベンチ発破方法。2. An explosive container whose surface is covered with an antistatic film and is waterproof is placed in a blast hole, explosive is charged through the opening of the explosive container, and the opening is sealed with a waterproof cap, and then A bench blasting method characterized in that an explosive container is submerged at a predetermined position in the blasting hole, gel water is filled in the blasting hole, and then the blasting is performed.
テナを発破孔内に入れ、爆薬コンテナの開口部から爆薬
を装薬し、開口部を防水キャップで密閉し、次に爆薬コ
ンテナを発破孔内の所定位置に沈め、ゲル水を発破孔内
全体に充満させ、その後発破することを特徴とするベン
チ発破方法。3. A non-electrostatic explosive container made of waterproof material is placed in the blast hole, explosive is charged through the opening of the explosive container, the opening is sealed with a waterproof cap, and then the explosive container is closed. A bench blasting method, characterized in that the blasting hole is submerged at a predetermined position, gel water is filled in the entire blasting hole, and then blasting is performed.
求項1〜3何れかに記載のベンチ発破方法。4. The bench blasting method according to claim 1, wherein the gel water contains a water-absorbing polymer as a main component.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4350463A JP2832500B2 (en) | 1992-12-02 | 1992-12-02 | Bench blasting method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4350463A JP2832500B2 (en) | 1992-12-02 | 1992-12-02 | Bench blasting method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06174400A true JPH06174400A (en) | 1994-06-24 |
JP2832500B2 JP2832500B2 (en) | 1998-12-09 |
Family
ID=18410667
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4350463A Expired - Lifetime JP2832500B2 (en) | 1992-12-02 | 1992-12-02 | Bench blasting method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2832500B2 (en) |
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CN104296609A (en) * | 2014-08-21 | 2015-01-21 | 武汉大学 | Different-hardness-degree rock stratum blasting control method used in deep-hole bench blasting |
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CN105308410A (en) * | 2013-06-17 | 2016-02-03 | 艾伦·帕克 | Blasting systems and methods |
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CN109574772A (en) * | 2018-11-13 | 2019-04-05 | 重庆长安工业(集团)有限责任公司 | A kind of abnormity explosive column molding die |
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- 1992-12-02 JP JP4350463A patent/JP2832500B2/en not_active Expired - Lifetime
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JPS62123300A (en) * | 1985-11-22 | 1987-06-04 | 北新建設株式会社 | Firing method and water bag for firing |
JPH04124600A (en) * | 1990-09-14 | 1992-04-24 | Gijutsu Shigen Kaihatsu Kk | Method of blasting |
Cited By (14)
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EP0951634A2 (en) * | 1997-01-10 | 1999-10-27 | Boyd J. Wathen | Method of breaking slabs and blocks of rock from rock formations and explosive shock transmitting and moderating composition for use therein |
EP0951634A4 (en) * | 1997-01-10 | 2002-05-02 | Boyd J Wathen | Method of breaking slabs and blocks of rock from rock formations and explosive shock transmitting and moderating composition for use therein |
KR20010094411A (en) * | 2000-03-30 | 2001-11-01 | 장동립 | Tunnel blasting method using gel tube |
KR100646384B1 (en) * | 2005-03-23 | 2006-11-23 | 한미옥 | Bottle of crushering |
JP2008014584A (en) * | 2006-07-06 | 2008-01-24 | Nikko Gika Kk | Filling method for crushing cartridge |
KR101022251B1 (en) * | 2010-07-30 | 2011-03-21 | 성평건설주식회사 | Ammonium nitrate fuel oil explosive filling case and rock blasting method thereof |
KR101225499B1 (en) * | 2011-02-15 | 2013-01-23 | 한국지질자원연구원 | Blasting powder structure for seismic survey using a boringhole |
KR101252138B1 (en) * | 2012-06-21 | 2013-04-08 | 우주개발 주식회사 | Water tube blasting method |
CN105308410A (en) * | 2013-06-17 | 2016-02-03 | 艾伦·帕克 | Blasting systems and methods |
US10030959B2 (en) | 2013-06-17 | 2018-07-24 | Allen Park | Blasting systems and methods |
CN104296609A (en) * | 2014-08-21 | 2015-01-21 | 武汉大学 | Different-hardness-degree rock stratum blasting control method used in deep-hole bench blasting |
CN104567564A (en) * | 2014-12-15 | 2015-04-29 | 中国矿业大学 | Aqueous medium non-coupling charge explosion method of jointed rock mass |
JP2017125674A (en) * | 2016-01-12 | 2017-07-20 | 株式会社昭和丸筒 | Explosives and the like storage body and cylindrical body |
JP2022541598A (en) * | 2019-07-22 | 2022-09-26 | コンセルヴァトワール タイチェ ベイーヤ ビー.ブイ. | Device for cleaning equipment and method for cleaning equipment |
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