JP2832500B2 - Bench blasting method - Google Patents
Bench blasting methodInfo
- Publication number
- JP2832500B2 JP2832500B2 JP4350463A JP35046392A JP2832500B2 JP 2832500 B2 JP2832500 B2 JP 2832500B2 JP 4350463 A JP4350463 A JP 4350463A JP 35046392 A JP35046392 A JP 35046392A JP 2832500 B2 JP2832500 B2 JP 2832500B2
- Authority
- JP
- Japan
- Prior art keywords
- explosive
- blasting
- blast hole
- explosive container
- container
- 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
- 238000005422 blasting Methods 0.000 title claims description 34
- 238000000034 method Methods 0.000 title claims description 20
- 239000002360 explosive Substances 0.000 claims description 69
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 24
- 239000007788 liquid Substances 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000004078 waterproofing Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 6
- 239000000428 dust Substances 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 4
- 239000000843 powder Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
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 a method for blasting explosives in a blasting method using explosive destruction force 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。又、この種の爆薬発破方法・
爆薬コンテナ・発破孔填塞用込め物として、特開昭62
−123300号公報,実開昭49−140401号公
報,特開平4−124600号公報,特開昭49−84
006号公報に記載のものが知られている。 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 or a hole and uniformly or dispersedly charged, and tamping is performed with sand or the like. There is known a method of dropping the inside and sealing with sand tamping or the like. Also, this kind of explosive blasting method
Japanese Unexamined Patent Publication No. Sho 62, for explosive containers and blast holes
No.-123300, Japanese Utility Model Publication No. 49-140401
, JP-A-4-124600, JP-A-49-84
No. 006 is known.
【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 a water hole or in a drill hole (blast hole), low-cost bulk ANFO and non-waterproof cartridge explosives could not be used. In the former blasting method, the diameter becomes the same from the upper layer to the lower part of the bench according to the bit diameter due to the nature of the drilling machine. It was difficult to optimize the middle and upper explosive layers, and it was not possible to adjust the diameter of the lower and upper layers of the bench. As a result, there was a problem that the upper layer of the bench was overcharged. In general, a large explosive destruction force is required in order for a rock load to be increased below a 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 conventional blasting method, a gap is formed between the cartridge explosive and the hole wall of the drilling hole (blasting hole), which acts as an air cushion at the time of blasting, thereby increasing the loss of blasting energy. In any of the conventional blasting methods, a large lump remains in the upper layer of the bench, and there is a problem of secondary crushing and a large amount of blasting vibration and blasting sound.
【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。[0005] The problem to be solved by the present invention is to solve these problems of the prior art, to achieve an effective and uniform crushing force, to suppress blasting dust, blast vibration and blasting sound, and to further reduce blasting noise. It is an object of the present invention to provide a bench blasting method that allows safe and convenient use of 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) 発破孔壁と円筒状の防水性高圧成形紙管で作製さ
れた爆薬を装填した爆薬コンテナ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
た円筒状の高圧成形紙管で作製され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) 円筒状の高圧成形紙管に防水液を含浸されて作製
され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請求項1〜
3何れかに記載のベンチ発破方法にある。The gist of the present invention to solve the above problems is as follows: 1) A blast hole wall and a cylindrical waterproof high-pressure molded paper tube.
Blast blasting method characterized by blasting in a state in which gel water is filled in the gap between the explosive container loaded with the explosive and the entire blast hole 2) A cylinder whose surface is waterproofed by being coated with an antistatic film The explosive container made of a high-pressure molded paper tube is inserted into the blast hole, the explosive is charged through the opening of the explosive container, the opening is sealed with a waterproof cap, and the explosive container is then inserted into the blast hole. Bench blasting method characterized by submerging in place, filling the entire blast hole with gel water, and then blasting 3) Manufacture by impregnating a waterproof liquid into a cylindrical high-pressure molded paper tube
Put the explosive container into the blast hole, charge the explosive from the opening of the explosive container, seal the opening with a waterproof cap, then sink the explosive container into the predetermined position in the blast hole, blast the gel water Bench blasting method characterized in that the entire pores are filled and then blasted. 4) Gel water mainly comprising a water-absorbing polymer.
3. A bench blasting method according to any one of (3).
【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。According to the present invention, the gel water is filled between the charged explosive and the blast hole wall. Therefore, the shock wave at the time of blast propagates this gel water with less energy loss, and spreads on the entire circumference of the hole wall and all inner surfaces of the upper and lower sides. Strong and uniform impact pressure / gas pressure acts. Therefore, an uncrushed large lump does not occur at 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。[0008] Since the gel water is used, the inside of the blast hole can be reliably filled without flowing out from the small hole of the crack on the hole wall. In addition, since the gel water is present on the outer periphery of the explosive, the blast dust is trapped in the gel water, and settles quickly, so that scattering of the blast dust can be greatly reduced. Further, the blast vibration and the blast sound can be suppressed low by the uniform application of the 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. FIG. 1 is a partially cutaway front view showing an explosive container of the present embodiment.
FIG. 2 is an explanatory view showing the explosive and 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。An explosive container 1 for filling an explosive of the present embodiment.
Wraps a cord 4 having a thickness of 0.7 mm and a tensile strength of about 60 kg and a width of about 12 mm from the top to the bottom of a bottomed high-pressure molded paper tube 2, and wraps them in an antistatic reinforced polytube 3. This is a cylindrical structure in which the polyethylene film is heated and shrunk to make the polyethylene film adhere to 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 due to the contraction of the reinforced polytube 3 so as not to move, so that 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 with a flange integrally molded with plastic and is fitted to the opening 5, and a blasting lead wire 7 is provided at the center.
Is penetrating.
【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, an appropriate amount of sand (cutting powder) 9 is injected from the opening 5, and the explosive material 10 is placed thereon. It is charged (see FIG. 2A). Next, the waterproof cap 6 is fitted into the opening 5 to be sealed, and is sunk deeply into the lower portion of the blast hole 5 using the string 4 (see FIGS. 2B and 2C). Thereafter, the explosive container 11 having the same structure as that described above is hung a little in the blast hole 8 with the string 12 and filled with the explosive material 10 (see FIG. 2 (d)). It is lowered so as to come in contact with the previously sunk explosive container 1, and then water 18
And a gel powder 14 containing a water-absorbing polymer as a main component are introduced into the blast hole 8 to generate gel water 15 in the blast hole 8, and the outer periphery of the explosive containers 1, 11 and the entire inside of the blast hole 8 are filled with the gel water 15. (See FIG. 2E). Thereafter, the explosive containers 1 and 11 are exploded with the lead wire. Since the two explosive containers 1, 11 are in contact, they explode and explode at the same time. Here, in addition to the dust explosion shown in FIG. 2 (e), sand was put into the lower part of the second explosive container 11, the explosive material 10 was charged thereon, the waterproof cap 13 was placed, and then the water was sunk first. The first explosive container 1 may be suspended at a position slightly above the explosive container 1, and the blast hole may be filled with the gel water 15 in this state (see FIG. 2 (f)). In this case, the explosive material can be dispersedly 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. 2E and 2F, it is ignited by a lead wire and blasted. The explosive force intervenes with the gel water, and uniform and strong impact pressure / gas pressure acts on the inner peripheral wall of the entire blasting hole 8 to crush evenly without leaving large lumps. Reduce 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, the explosive material can be easily non-uniformly dispersed in the vertical direction, and even if the outer diameter of the explosive container changes, the outer periphery of the explosive container is filled with gel water. 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 a high-pressure molded paper tube 2 is impregnated with a waterproof liquid to make it into a waterproof state.
The string 4 is fixed to the surface of the high pressure molded paper tube 2 by an adhesive tape 17. This can be the same as 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, the impact pressure and gas pressure are uniformly and strongly applied in the blast hole, close to the state in which the explosive is densely packed by the presence of the gel water. Crushing power is high and uniform crushing can be performed without leaving uncrushed large blocks. Reduce the energy loss of explosives,
Explosives can be reduced. In addition, the scattered dust was reduced by 60 to 80%, and the blast vibration and blast sound were also reduced. Moreover, there is an advantage that low-cost explosives can be used safely and simply.
【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 diagram showing an explosive charging step of the embodiment.
【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 DESCRIPTION OF SYMBOLS 1 Explosive container 2 High pressure molded 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)
で作製された爆薬を装填した爆薬コンテナとの空隙及び
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。1. A blast hole wall and a cylindrical waterproof high-pressure molded paper tube.
A blasting method wherein the blasting is performed in a state in which the gap and the entire blasting hole with the explosive container loaded with the explosive prepared in the above are filled with gel water.
て防水した円筒状の高圧成形紙管で作製された爆薬コン
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 made of a cylindrical high-pressure molded paper tube whose surface is covered with an antistatic film and waterproofed is put into a blast hole, and an explosive is charged from an opening of the explosive container. A method for blasting a bench, comprising sealing an opening with a waterproof cap, then submerging an explosive container in a predetermined position in a blast hole, filling the entire blast hole with gel water, and then blasting.
れて作製され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 cylindrical high-pressure molded paper tube impregnated with a waterproofing liquid.
Put the explosive container prepared in the blast hole, charge the explosive from the opening of the explosive container, seal the opening with a waterproof cap, then sink the explosive container into a predetermined position in the blast hole, gel A bench blasting method characterized by filling the entire blast hole with water and then blasting.
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 JPH06174400A (en) | 1994-06-24 |
| JP2832500B2 true 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) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010096419A (en) * | 2008-10-16 | 2010-04-30 | Sb Kogyo Kk | Method of suppressing blasting dust in tunnel construction |
| JP5845330B1 (en) * | 2014-10-23 | 2016-01-20 | 鹿島建設株式会社 | Geological exploration method |
| 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 |
| CN112097581A (en) * | 2020-09-17 | 2020-12-18 | 武汉大学 | Blast hole charging structure and charging method |
Families Citing this family (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2242871C (en) * | 1997-01-10 | 2002-04-09 | 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 | Container for shredding |
| JP5221856B2 (en) * | 2006-07-06 | 2013-06-26 | 日興技化株式会社 | Loading method of crushing cartridge |
| KR101022251B1 (en) * | 2010-07-30 | 2011-03-21 | 성평건설주식회사 | Anpo-explosives filling case and rock blasting method using the same |
| 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 |
| AU2014284122B2 (en) * | 2013-06-17 | 2018-07-19 | Pws Systems Pty Ltd | Blasting systems and methods |
| CN104296609B (en) * | 2014-08-21 | 2016-04-27 | 武汉大学 | Containing the controlled blasting method of different hardness rock stratum in Deep hole bench balsting |
| CN104567564B (en) * | 2014-12-15 | 2016-02-24 | 中国矿业大学 | The aqueous medium Uncoincided charge blasting method of crack rock |
| JP6956951B2 (en) * | 2016-01-12 | 2021-11-02 | 株式会社昭和丸筒 | Explosives containment and tubular |
| EP3770545B1 (en) * | 2019-07-22 | 2024-05-22 | Conservator Tyche Beheer B.V. | Device for and method of cleaning installations |
| CN116123950B (en) * | 2023-01-06 | 2024-10-15 | 新疆大学 | Crack development area and water-containing blast hole charging device and blasting method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4984006A (en) * | 1972-12-21 | 1974-08-13 | ||
| JPS49140401U (en) * | 1973-04-06 | 1974-12-03 | ||
| JPS62123300A (en) * | 1985-11-22 | 1987-06-04 | 北新建設株式会社 | Firing method and water bag for firing |
| JPH0752080B2 (en) * | 1990-09-14 | 1995-06-05 | 技術資源開発株式会社 | Blast reinforcement method |
-
1992
- 1992-12-02 JP JP4350463A patent/JP2832500B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010096419A (en) * | 2008-10-16 | 2010-04-30 | Sb Kogyo Kk | Method of suppressing blasting dust in tunnel construction |
| JP5845330B1 (en) * | 2014-10-23 | 2016-01-20 | 鹿島建設株式会社 | Geological exploration method |
| 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 |
| CN112097581A (en) * | 2020-09-17 | 2020-12-18 | 武汉大学 | Blast hole charging structure and charging method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06174400A (en) | 1994-06-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2832500B2 (en) | Bench blasting method | |
| US9829287B2 (en) | Explosive tube having air gap and method of blasting bedrock using same | |
| WO2023216802A1 (en) | On-site mixed emulsion explosive charging device and method for tunnel periphery holes | |
| JP3451299B2 (en) | Rock blasting method using airbag buried inside the charge layer | |
| US4161142A (en) | Blasting booster and methods | |
| JP5221856B2 (en) | Loading method of crushing cartridge | |
| US4002119A (en) | Method for in situ assembly of charge for controlled shooting of wells | |
| KR100249346B1 (en) | The rock blasting method | |
| KR910006768B1 (en) | The method of rock blast | |
| KR102578632B1 (en) | eco-friendly cartridge blasting method for reducing noise and vibration | |
| CN210154449U (en) | Energy-concerving and environment-protective blasting loaded constitution | |
| JPH0752080B2 (en) | Blast reinforcement method | |
| RU2047083C1 (en) | Method of production of stone blocks at stone quarries | |
| RU2163343C1 (en) | Method for charging of boreholes with running water (modifications) | |
| JPH03100221A (en) | Improvement of ground | |
| KR20220155763A (en) | Paper Tube For Blasting And Blasting Method With that | |
| KR102534634B1 (en) | Explosive tube for rock blasting and blasting method of rock | |
| JPH0343560B2 (en) | ||
| US3342132A (en) | Explosive package | |
| RU2107255C1 (en) | Hose charge with controlled energy release for separation of block stone | |
| US3763781A (en) | Method and apparatus for shooting wells | |
| SU1710456A1 (en) | Method for waterproofing of underground space | |
| JPH06307181A (en) | Excavation of bedrock | |
| CN211696103U (en) | Porous granular ammonium nitrate fuel oil explosive charging structure for soft rock mass presplitting blasting | |
| CN218627968U (en) | Static blasting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081002 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091002 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101002 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111002 Year of fee payment: 13 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121002 Year of fee payment: 14 |