JPS60155900A - Method of inhibiting blasting public nuisance - Google Patents

Method of inhibiting blasting public nuisance

Info

Publication number
JPS60155900A
JPS60155900A JP994484A JP994484A JPS60155900A JP S60155900 A JPS60155900 A JP S60155900A JP 994484 A JP994484 A JP 994484A JP 994484 A JP994484 A JP 994484A JP S60155900 A JPS60155900 A JP S60155900A
Authority
JP
Japan
Prior art keywords
blasting
water
explosion
air
phenomenon
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
Application number
JP994484A
Other languages
Japanese (ja)
Inventor
雅司 中野
正任 荒木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NOF Corp
Original Assignee
NOF Corp
Nippon Oil and Fats Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NOF Corp, Nippon Oil and Fats Co Ltd filed Critical NOF Corp
Priority to JP994484A priority Critical patent/JPS60155900A/en
Publication of JPS60155900A publication Critical patent/JPS60155900A/en
Pending legal-status Critical Current

Links

Abstract

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

Description

【発明の詳細な説明】 本発明は爆薬の爆発を利用して、トンネルの掘進、地形
の変更、鉱石や石材の破砕、建造物の破壊などを行なう
、いわゆる発破の際に発生する爆発音、飛散物の飛散を
抑制する方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention utilizes the explosion of explosives to excavate tunnels, change topography, crush ore and stone, destroy buildings, etc. The present invention eliminates the explosion sound generated during so-called blasting. The present invention relates to a method for suppressing the scattering of flying objects.

従来から発破作業を実施する際には、爆発音や飛散物の
飛散(所謂飛石)が必然的に発生し、発破公害源として
問題視されてはいるが、その対策には有効な決め手がな
いのが現状であり、例えば発破区域を覆うために、プラ
ストフェンスとがブラスティングマットと称するような
古タイヤをつなぎ合せたものやワイヤー製網、ナイロン
製の防爆マット等が使用されてきた。
Conventionally, when carrying out blasting work, explosive noise and flying debris (so-called flying stones) inevitably occur, and although these are seen as a source of blasting pollution, there are no effective measures to deal with them. For example, to cover the blasting area, blasting mats, wire nets, nylon explosion-proof mats, etc., have been used to cover blasting areas.

例えば、明り発破における従来の発破方法を第1図によ
って説明すれば、従来の発破方法においては、岩盤1に
穿孔した装薬孔2に装薬薬包(増ダイ)8及び装薬薬包
に電気雷管を装着したもの(親ダイ4)を装填し、砂、
水、粘土等による込物5をした状態に防爆マツトロを発
破区域全面に漬って発破を行なっていた。
For example, if the conventional blasting method in light blasting is explained with reference to FIG. Load the one equipped with an electric detonator (main die 4), sand,
Blasting was carried out by immersing explosion-proof Matsutoro in the entire blasting area, which had been filled with water, clay, etc.

しかしながら、発破を行なうに際し、防爆マットを用い
ても、その発破公害を抑制するには前記のとおり不十分
であった。
However, even when explosion-proof mats are used during blasting, it is insufficient to suppress the blasting pollution as described above.

一方、発破を水中で実施する場合は、爆薬の爆轟に起因
する衝撃波が直接水中に伝播されず、一旦水を介してか
ら伝播されるために、空気中に伝わり音響として感知さ
れる爆発音は大ijに低下するし、空中に飛翔する飛散
物も少ない。
On the other hand, when blasting is carried out underwater, the shock waves caused by the detonation of the explosives are not propagated directly into the water, but are first propagated through the water, so the explosion sound is transmitted into the air and is perceived as acoustics. is reduced to a large ij, and there are fewer flying objects in the air.

その理由は、まず水に爆蒜による衝撃が伝播する場合は
、水の方が空気より密度が高いため爆轟圧力によって動
く距離が少なく、衝撃波が水を伝わって更に空気に伝わ
る場合、爆発源から直接空気中に音響が伝わる場合より
、空気に伝わる衝撃波の圧力が低下し、従って音響も小
さくなると考えられる、 また、燵発源では、爆薬の爆発に伴なって大量の爆発ガ
スが発生し、高圧状態から急激に膨張することによって
周囲の空気を動かして爆発衝撃による衝撃波に続く音響
部分を作り出している。その際、爆発ガスと空気が接す
る部分に水が介在すると、前に述べた効果の他に高温、
高圧の爆発ガスを水が冷却することにより見かけ上のガ
ス童を減じ、よってガスによって空気の動かされる度合
が減することにより音響が減することが考えられるし、
この介在する水の抵抗により破砕岩石等の飛散抑制が成
されることは明白である。
The reason for this is that when the shock wave from detonating explosives propagates through water, the distance traveled by the detonation pressure is small because water is denser than air, and when the shock wave propagates through the water and then into the air, the explosion source It is thought that the pressure of the shock wave transmitted through the air is lower than when the sound is transmitted directly into the air, and therefore the sound is also smaller.In addition, in the case of a fire source, a large amount of explosive gas is generated as the explosive explodes. , it rapidly expands from a high-pressure state, moving the surrounding air and creating an acoustic segment that follows the shock wave from the explosion impact. At that time, if water is present where the explosive gas and air come into contact, in addition to the effects mentioned above, high temperatures and
It is thought that by cooling the high-pressure explosive gas with water, the apparent gas noise is reduced, and therefore the degree to which the air is moved by the gas is reduced, which reduces the sound.
It is clear that the resistance of this intervening water suppresses the scattering of crushed rocks and the like.

本発明は上記の事情を勘案し、研究の結果得られたもの
で、上記の効果を通常の空気中の発破に有効に利用して
爆発騒音等の減少を達成したものである。
The present invention was obtained as a result of research in consideration of the above circumstances, and effectively utilizes the above effects in normal air blasting to achieve a reduction in explosion noise, etc.

即ち、本発明は、発破現象と空気との開に水を介在させ
て発破を行なうに際し、発破の自由面に少なくとも漏斗
孔が生じうる範囲か爆発ガスが噴出することが予想され
る範囲の全面を水で覆うことを特徴とした発破公害の抑
制方法である。
That is, when performing blasting by interposing water between the blasting phenomenon and the air, the present invention provides at least the entire surface of the area where a funnel hole may be formed on the free surface of the blasting material or the area where explosive gas is expected to be ejected. This method of suppressing blasting pollution is characterized by covering the area with water.

爆発に伴なう爆発音を水を利用して抑制する方法の基本
は、爆発現象と空気の間に水を介在させることにある0
・ここでいう爆発現象とは、爆薬の爆発により、直接的
に破壊や変形をこうむる発破対象物及び爆発ガスとし、
爆発衝撃は伝わるが、破壊や変形しない周囲の岩盤や地
盤は含まない。
The basic method of using water to suppress the explosion noise accompanying an explosion is to interpose water between the explosion phenomenon and the air.
・The explosion phenomenon referred to here refers to objects to be blasted and explosive gas that are directly destroyed or deformed by the explosion of explosives.
Although the explosion impact is transmitted, it does not include the surrounding rock and ground, which will not be destroyed or deformed.

従って漏斗孔を生ずる発破の場合は、発破によって発生
した°蹟発方スと漏斗孔が生成する以前に、漏斗孔内に
あった岩石や土砂のことを称する。また空気とは、爆発
現象によって爆発音が伝えられ、周囲の環境に影響を及
ぼす間の音響の伝達媒体のことを称し、爆発現象内部に
意図的に介在させた、あるいは不可避的に存在する空気
は含まない。
Therefore, in the case of blasting that produces a funnel hole, the term refers to the rock and sand that was in the funnel hole before the blasting and the funnel hole was formed. In addition, air refers to the acoustic transmission medium through which the explosion sound is transmitted by the explosion phenomenon and affects the surrounding environment, and air that exists intentionally or unavoidably inside the explosion phenomenon. is not included.

言う迄もなく水は流体であるため、爆発現象が地形上窪
みになっている部分で起り、その窪みに水を入れて爆発
現象部分を予め水で擁って置く以外には、補助的手段を
用いずに爆発現象の発生部分を水で覆うことは困難で、
容器に入れて爆発現象の発生部分表面に置くことによっ
て、全ての場合に爆発現象と空気の間に水を介在させる
ことが可能となる。
Needless to say, since water is a fluid, the explosion phenomenon will occur in a depression in the topography, and there are no auxiliary measures other than filling the depression with water and covering the area where the explosion will occur in advance. It is difficult to cover the area where the explosion occurred with water without using
By placing it in a container and placing it on the surface of the area where the explosive phenomenon occurs, it is possible in all cases to interpose water between the explosive phenomenon and the air.

また1爆発現象と空気との間に置かれる水によって覆わ
れる可き広さと、覆っている水の量の設定も重要な問題
であるということは、爆発現象が発生する部分の広さを
正確に見積り、必要にして十分な広がりと厚さを有する
水で爆発現象を覆うことによって、効果的でかつ不必要
に資材や労力を要さない工法が設定できるからである。
In addition, setting the area that can be covered by the water placed between the explosion phenomenon and the air and the amount of water covered are also important issues, which means that the area where the explosion phenomenon occurs can be accurately determined. This is because by covering the explosion phenomenon with water of sufficient spread and thickness, it is possible to establish a construction method that is effective and does not require unnecessary materials or labor.

特に重要な点は爆発現象が空気と接する部分の広さを予
想して、その部分をできる限り水で覆うことである。
The most important point is to anticipate the area where the explosion will come in contact with the air, and to cover that area with as much water as possible.

(4) 例えば、切羽面で発破の場合爆発現象と空気との境界で
は土砂や岩石が動くことによって空気を押しやることと
、破砕された土砂や岩石の間から、爆発ガスが高速で空
気中に噴出することによって、爆発音が空気中に伝播さ
れるためで、それらの現象が発生する部分を水で覆うこ
とによって本発明の効果が達成できるからである。爆発
現象を覆う。
(4) For example, in the case of blasting at a face, at the boundary between the explosion phenomenon and the air, the air is pushed away by the movement of sand and rocks, and the explosive gas flows into the air at high speed from between the crushed sand and rocks. This is because the explosion noise is propagated into the air by the ejection, and the effects of the present invention can be achieved by covering the area where these phenomena occur with water. Covering the explosive phenomenon.

水の厚さは、あまり少いと効果が不十分であり、多けれ
ば多い程効果は大きいと考えられるが、余りに多いと、
そのために費す水量や容器の費用や工数がかかりすぎ実
用的でない。ただし、各種の爆発現象の全てに共通して
適用できる基準はなく経験的に定めるしかない。
If the thickness of water is too small, the effect will be insufficient, and if it is too thick, the effect will be greater, but if it is too thick,
This requires too much water, container costs, and man-hours, making it impractical. However, there are no standards that can be commonly applied to all types of explosive phenomena, and they must be established empirically.

一般的には、どんなに小さな爆発現象の場合でも1 c
m未満の厚さの水では発破公害を抑制する効果がなく、
どんなに大きな爆発現象の場合でも5mを越えた厚さの
層を設けるのは困難であるし実用的でもない。
In general, no matter how small the explosive phenomenon, 1 c
Water with a thickness of less than 1.2 m is ineffective in suppressing blasting pollution;
It is difficult and impractical to provide a layer thicker than 5 meters, no matter how large the explosion event.

本発明の実施に際して爆発現象を水で覆うために通常何
らかの容器が必要であることは前に述へたが、その備え
る可き9件は以下のとおりであるb爆発によって土砂や
岩石及び爆発ガスが、水を収めた容器を衝撃すると、容
器は破損するが、重力によって水が流下するより早く、
爆発現象の方が水に作用するため、容器は爆発現象が発
生する迄−水を所定の位置に留めるだけの強度があれば
よく、逆に強度が強ずぎると、爆発現象を水で覆う効果
が不十分となる心配があり好ましくない。また容器が破
片となった場合、各々の破片の重量が大きいと飛散した
場合の飛距離が大きく、人蓄や建造物等に衝突した場合
に、被害を生ずる可能性がある。更に水をある程度の時
間蓄えておくために、水密性である必要がある。
As mentioned above, when carrying out the present invention, some kind of container is usually required to cover the explosive phenomenon with water, but the nine cases that can be provided are as follows.b. However, if you impact a container containing water, the container will break, but faster than the water flowing down due to gravity.
Explosive phenomena affect water more, so the container only needs to be strong enough to hold the water in place until the explosive phenomenon occurs; on the other hand, if the container is too strong, it will have the effect of covering the explosive phenomenon with water. This is undesirable as there is a concern that the performance will be insufficient. Furthermore, if the container is broken into pieces, the larger the weight of each piece, the greater the flying distance, which may cause damage if it collides with people's storage, buildings, etc. Furthermore, it needs to be watertight so that it can store water for a certain amount of time.

これらの条件を考えると金属や木、紙などは適当でなく
、高分子物質の薄層フィルムや箱が最適と考えられる。
Considering these conditions, metal, wood, paper, etc. are not suitable, and thin film or boxes made of polymeric materials are considered to be optimal.

フィルムの場合、その柔軟性の故に、爆発衝撃で破袋し
、水は自由に空中に置いてあったかのように爆発現象を
覆い、所期の効果を発揮する。また、破れた高分子物質
フィルムは爆発ガスや土砂あるいは岩石によって飛ばさ
れようとするが、軽量で風袋が大きいため、空気抵抗に
より遠距離に飛ばず、万−飛んでも軽量、低速、柔軟な
ため、危害は発生しない。更に、場合によっては、土砂
や岩石をくるみ込んでその空気抵抗を増し、飛距離を減
じて危害を減するという効果も生ずる。かつ本発明によ
る水が爆発現象を覆っているという状態も、土砂や岩石
が水の中を通過する際に水の流体抵抗が空気より大きい
ため土砂や岩石の飛散する速度を減じ、飛距離や物体に
衝突した際の危害を減する効果を有する。水の容器が高
分子物質の糟の場合には、爆発衝撃によって箱は破砕さ
れるが、その大きさにかかわりなく、その飛距離は砂や
岩石の飛散距離より十分小さく、水の効果もフィルム製
容器の場合と同等である。
In the case of film, due to its flexibility, the bag ruptures due to the impact of the explosion, and the water covers the explosion phenomenon as if it were freely placed in the air, producing the desired effect. In addition, the torn polymer film is likely to be blown away by explosive gas, sand, or rocks, but because it is lightweight and has a large tare, it will not be blown away due to air resistance, and even if it is blown away, it will be light, slow, and flexible. , no harm will occur. Furthermore, depending on the case, the ball may be engulfed with dirt and rocks, increasing its air resistance, reducing flight distance, and reducing the risk of injury. In addition, the state in which water covers the explosion phenomenon according to the present invention also reduces the flying distance and the flying distance because the fluid resistance of water is greater than that of air when sand and rocks pass through water. It has the effect of reducing harm when colliding with an object. If the water container is a polymeric substance, the box will be shattered by the explosion impact, but regardless of its size, the flying distance will be much smaller than the flying distance of sand or rocks, and the effect of the water will be similar to that of a film. This is the same as for manufactured containers.

なお、本発明における高分子物質とは、ポリエチレン、
ポリプロピレン、ポリエステル、ポリスチレン、ユリア
、ポリ塩化ビニル、ナイロン、メラミン、アクリル、フ
ェノール、ポリウレタン、酢酸ビニール、エポキシ、シ
リコン、フッ素樹脂、及びアセテートなどの合成樹脂の
フィルムや成形体あるいはそれらの繊維の布で防水加工
を紬したものや天然ゴム、合成ゴム等を指す。
In addition, the polymeric substances in the present invention include polyethylene,
Films or molded products of synthetic resins such as polypropylene, polyester, polystyrene, urea, polyvinyl chloride, nylon, melamine, acrylic, phenol, polyurethane, vinyl acetate, epoxy, silicone, fluororesin, and acetate, or fabrics made of these fibers. Refers to waterproofed pongee, natural rubber, synthetic rubber, etc.

先に述べた、本発明において爆発現象の広さを推定する
方法は、多くの方法が考えられるが、例えば発破の実際
゛′(日本油脂株式会社、発破技術研究委員会編、昭和
85年4月80日発明の詳細な説明されて居り、またそ
の他の発破に関する出版物から容易にめ得る。
As mentioned above, there are many possible methods for estimating the extent of the explosion phenomenon in the present invention. A detailed description of the 80th invention is also readily available in other blasting publications.

次に本発明を図面により具体的に説明する。Next, the present invention will be specifically explained with reference to the drawings.

第2図及び第8図は、明り発破における本発明の例を示
す図面であり、各図面の(a)はそれぞれ平面図を、(
b)はそれぞれ断面図を示す。
FIG. 2 and FIG. 8 are drawings showing an example of the present invention in light blasting, and (a) of each drawing shows a plan view, and (
b) shows a cross-sectional view.

それぞれの図面において、増ダイ8及び親ダイ4は、岩
盤1に穿孔した装薬孔2に、従来法と同様にして装填さ
れ、込物5によりtfit塞されている。
In each of the drawings, an additional die 8 and a parent die 4 are loaded into a charging hole 2 drilled in a rock 1 in the same manner as in the conventional method, and are Tfit-closed with an insert 5.

第2図の例では、発破の自由面15の上に、水8が高分
子製の袋7に収容されて、発破現象を情う範囲で配置さ
れている。6は防爆マットであるが、なくてもよい3、 また第8図の例では、発破現象を覆うに十分な広さに、
周囲を土砂盛りlOして、そこに高分子製のシート9を
かぶせ、その上に水8を充満させてプール状にし、その
上に防爆マツトロが配置されている。この防爆マツトロ
は、第2図同様なくてもよい。
In the example shown in FIG. 2, water 8 is contained in a polymeric bag 7 on the free surface 15 of the blaster and is placed within a range that allows for the blasting phenomenon. 6 is an explosion-proof mat, but it is not necessary.
The surrounding area is filled with earth and sand, a polymer sheet 9 is placed over it, water 8 is filled on top of it to form a pool shape, and an explosion-proof Matsutoro is placed on top of it. This explosion-proof Matsutro is not necessary as in Fig. 2.

また第5図及び第6図は、随道発破における本発明の例
を示す図面で、各図面の(a)はそれぞれ立面図を、(
b)は断面図を示す。
Furthermore, FIGS. 5 and 6 are drawings showing an example of the present invention in road blasting, and (a) of each drawing is an elevational view, respectively.
b) shows a cross-sectional view.

それぞれの図面において、増ダイ8及び親ダイ4は、岩
盤lに穿孔した装薬孔2に、従来法と同様にして装填さ
れ、込物5により填塞されている。
In each of the drawings, an additional die 8 and a parent die 4 are loaded into a charging hole 2 drilled in a rock l in the same manner as in the conventional method and filled with a filler 5.

第5図の例では、高分子製の袋7に水8を充填して口締
したものが発破切羽18の全面を覆うようにして積み重
ねられている。
In the example shown in FIG. 5, polymer bags 7 filled with water 8 and sealed are stacked so as to cover the entire surface of the blasting face 18.

また第6図の例では、発破切羽18の全面を覆い得る高
分子製の袋11を簡単な木枠14で保持し、水8を注入
口から注水して充填されている。
In the example shown in FIG. 6, a polymer bag 11 capable of covering the entire surface of the blasting face 18 is held in a simple wooden frame 14, and water 8 is poured into the bag from an injection port to fill the bag 11.

次に本発明を実施例によりさらに具体的に説明する0 実施例1 第2図に示される明り発破を以下に示す方法により実施
した。即ち、凝灰岩からなる岩盤1に孔数6孔で孔間隔
が2.0mで穿孔長が2.8mの装薬孔2を穿孔し、次
いでその装薬孔2に[あかつきタイナマイト」(直径5
6mm、薬Ji7509を)を装薬して1孔当りの装薬
量が2.25に9となるようにし、電気雷管として瞬発
雷管を装着し粘土からなる込物5で填塞した。次いで市
販のポリエチレン製の袋(1mX1mX0.6m、袋の
厚さ80μm)に水8をξ充填し、これを9mX9mの
広さく予め1発破の実際″から推定した発破現象を充分
に覆い得る広さ)に2段積みにし、さらに従来法と比較
する目的で、その上を防爆マツトロである塩化ビニール
シートで覆った。
Next, the present invention will be described in more detail with reference to Examples.0 Example 1 The light blasting shown in FIG. 2 was carried out by the method shown below. That is, a charging hole 2 with six holes, a hole interval of 2.0 m, and a drilling length of 2.8 m is drilled in a bedrock 1 made of tuff, and then, in the charging hole 2, [Akatsuki Tynamite] (diameter 5
6 mm, Ji7509) was charged so that the amount of charge per hole was 2.25 to 9, an instantaneous detonator was installed as an electric detonator, and it was filled with a filler 5 made of clay. Next, a commercially available polyethylene bag (1 m x 1 m x 0.6 m, bag thickness 80 μm) was filled with water 8, and the bag was made into a 9 m x 9 m area that was large enough to sufficiently cover the blasting phenomenon estimated from the actual results of one blast. ), and for the purpose of comparison with the conventional method, the top was covered with an explosion-proof polyvinyl chloride sheet.

次に発破音を測定するために、爆発中心より50m及び
10pmの距離の2箇所に、リオン社製の精密騒音計(
NA−09型)を設置した。しかる後に、発破を行ない
、発破音を前に騒音計の記録から解析してめ、また飛散
物はその程度で判断した。
Next, in order to measure the explosion sound, a precision sound level meter manufactured by Rion Co., Ltd. (
NA-09 type) was installed. After that, blasting was carried out, and the blasting sound was analyzed based on the sound level meter records, and the amount of flying debris was determined based on that level.

その結果、爆発中心から50mの距離の発破音は81 
(iBで′あり、100mの距離では70 dBであっ
た。また飛石等の飛散物は、まったく認められなかった
As a result, the explosion sound at a distance of 50 meters from the explosion center was 81
(iB) and 70 dB at a distance of 100 m. Also, no flying stones or other flying objects were observed.

実施例2 第8図に示される明り発破を実施例1に準じて以下の方
法で実施した。
Example 2 The light blasting shown in FIG. 8 was carried out in accordance with Example 1 in the following manner.

即ち、発破諸元は、実施例1と同じにし、水の覆い方を
次のようにした。
That is, the blasting specifications were the same as in Example 1, and the method of covering with water was as follows.

10m×10mの広さの外側を土砂盛りにし、次イで厚
さ100μmの塩化ビニールのシートをプール状に張り
、深さ15〜20cmの水を充満させ、さらにその上に
同様の塩化ビニールのシートで覆った。
Make a mound of earth and sand on the outside of a 10m x 10m area, then in step A, spread a 100μm thick vinyl chloride sheet in the shape of a pool, fill it with water to a depth of 15-20cm, and then pour a similar sheet of vinyl chloride on top. covered with a sheet.

発破の結果は、爆発中心から50mの距離の発破音が7
7 (iBであり、Loom(7)それが66 dBで
あった。また飛石等の飛散物は、まったく詔められなか
った。
As a result of the blast, the blasting sound at a distance of 50m from the explosion center was 7.
7 (iB) and Loom (7) was 66 dB.Furthermore, flying stones and other flying objects were not observed at all.

比較例1 発破現象と空気との間に水を介在させなかった以外は、
実施例1に準じて明り発破を行なった。
Comparative Example 1 Except that water was not interposed between the blasting phenomenon and the air,
Bright blasting was performed according to Example 1.

発破の結果は、爆発中心から50mの距離の発破音が8
5 (iBであり、100mのそれが75 dBであっ
た。また5〜6ケの飛石が防爆マットを破り、15〜8
0mの範囲に飛散していた。
As a result of the blast, the blasting sound at a distance of 50m from the explosion center was 8.
5 (iB), and the value at 100m was 75 dB.Furthermore, 5 to 6 flying stones broke the explosion-proof mat, causing 15 to 8 dB.
It was scattered within a range of 0m.

実施例8 第5図に示される随道発破を以下に示す方法により実施
した。
Example 8 The road blasting shown in FIG. 5 was carried out by the method shown below.

即ち、花崗岩からなる岩盤1で断面積がs、o m”の
発破切羽18に表1に示す段数、孔数の装薬孔2をそれ
ぞれ穿孔長1.2mになるように穿孔し、次いでその装
薬孔2に「2号榎ダイナマイト」(直径25關、薬量1
009 )を表1に示される装薬蓋で装填してから、D
S電気雷管(す1〜す6)を装着し粘土からなる込物5
で填塞した。
That is, in a blasting face 18 of a bedrock 1 made of granite with a cross-sectional area of s, o m'', charging holes 2 with the number of stages and holes shown in Table 1 are drilled so that the hole length is 1.2 m, and then the "No. 2 Enoki dynamite" (diameter 25 mm, dose 1
009) with the charge cap shown in Table 1, and then
Insertion 5 made of clay and equipped with S electric detonators (s 1 to 6)
It was filled with.

表1 次いで市販のポリエチレン製の袋(1mX1mX0.6
m、袋の厚さ80μm)に水8を充填し発破切羽ね18
の全面を覆うように積み重ねた。
Table 1 Next, a commercially available polyethylene bag (1m x 1m x 0.6
m, bag thickness 80 μm) was filled with water 8 and blasting face 18
stacked to cover the entire surface.

次いで発破音を測定するために、坑口より50m(発破
切羽より280m)、及び100m(発破切羽よりaa
om)離れたトンネル進行軸延長上の地点に騒音計をそ
れぞれ設置した。
Next, in order to measure the blasting sound, we measured distances of 50 m from the mine entrance (280 m from the blasting face) and 100 m (aa from the blasting face).
om) Sound level meters were installed at separate points on the extension of the tunnel axis.

しかる後に発破を実施して、実施例1と同様な方法で発
破音をめ、飛散物を観察した。
After that, blasting was carried out, and the blasting sound was heard in the same manner as in Example 1, and flying objects were observed.

その結果、坑口から50mの地点での発破音は89dB
Tあり、100m地点のそれは88 dBであった。
As a result, the blasting sound at a point 50m from the mine entrance was 89dB.
There was a T, and it was 88 dB at 100 m.

また飛石の最大飛散距離は坑口から85mであった。The maximum scattering distance of stones was 85 m from the mine entrance.

実施例会 第6図に示される随道発破を実施例8に準じて以下に示
す方法で実施した。
EXAMPLE The road blasting shown in FIG. 6 was carried out in accordance with Example 8 by the method shown below.

即ち、発破諸元は、実施例8と同じにし、水の覆い方を
次のようにした。
That is, the blasting specifications were the same as in Example 8, and the method of covering with water was as follows.

発破切羽18の全面を覆い得る厚さ250 pmの塩化
ビニル製の袋を簡単な木枠14に保持し、水8を注水口
12から注入し、発破切羽18からの水8の平均の厚さ
を13cmになるようにしてから注水口12を閉めた。
A vinyl chloride bag with a thickness of 250 pm that can cover the entire surface of the blasting face 18 is held in a simple wooden frame 14, water 8 is injected from the water inlet 12, and the average thickness of the water 8 from the blasting face 18 is determined. After the water was adjusted to 13 cm, the water inlet 12 was closed.

発破の結果は、坑口から50mの地点での発破音が88
 dBであり、100mの地点でのそれは8111Bで
あった。
As a result of the blasting, the blasting sound at a point 50m from the mine entrance was 88.
dB, and it was 8111B at 100m.

また飛石の最大飛散距離は、坑口から88mであった。The maximum scattering distance of stones was 88 m from the mine entrance.

・比較例2 発破現象と空気との間に水を介在させなかった(第4図
参照)以外は、実施例8に準じて随道発破を行なった。
Comparative Example 2 Blasting was carried out in the same manner as in Example 8, except that water was not interposed between the blasting phenomenon and the air (see Figure 4).

発破の結果は、坑口から50mの地点での発破音が95
 dBであり、100mの地点でのそれが90 dBで
あった。
As a result of the blasting, the blasting sound at a point 50m from the mine entrance was 95.
dB, and it was 90 dB at a distance of 100 m.

また飛石の最大飛散距離は、坑口から580mであった
The maximum scattering distance of stones was 580 m from the mine entrance.

以上の実施例から明らかなように、本発明の方法によれ
ば、従来法(比較例)に較べ発破音を低下させることが
でき、かつ飛散物の飛散を抑制できることから、本発明
は有効な発破公害の抑制方法である。
As is clear from the above examples, the method of the present invention can reduce the blasting sound compared to the conventional method (comparative example) and suppress the scattering of flying objects, so the present invention is effective. This is a method of controlling blasting pollution.

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

第1図は明り発破における従来の発破工法を示し、第1
図(a)はその平面図、第1図(b)はその断面図、 第2図は本発明による方法の、明り発破における一つの
例を示し第2図(a)はその平面図、第2図(b)はそ
の断面図を示す。 第8図も明り発破における本発明による方法の他の例を
示し、第8図(a)はその平面図、第8図(b)はその
断面図を示す。 第4図は峙道発破における従来の発破工法を示し、第4
図(a)はその立面図、第4図(b)はその断面図を示
す。 第5図は本発明による方法の間道発破における一つの例
を示し、第5[1(a)はその立面図、第5図(b)は
その断面図を示す。 第6図も隨道発破における本発明による方法の他の例を
示し、第6図(a)はその立面図、第6図(b)はその
断面図を示す。 1・・・岩盤 2・・・装薬孔 8・・・増ダイ 4・・・親ダイ(電気雷管付l・)5
・・・込物 6・・・防護マツド ア・・・高分子製の袋 8・・・水 998.高分子製のシート10・・・土砂11・・・高
分子製の袋 12・・・注水口18・・・発破切羽 1
4・・・木枠 15・・・自由面。 第1図 (a) (b) 第2図 (a) (b) (a) (b) 第4図 (a) (b) 第5図 (a) (b) 第什図 (a) (b)
Figure 1 shows the conventional blasting method in light blasting.
Fig. 1(a) is a plan view thereof, Fig. 1(b) is a sectional view thereof, and Fig. 2 shows an example of light blasting using the method according to the present invention. Figure 2(b) shows its cross-sectional view. FIG. 8 also shows another example of the method according to the present invention in light blasting, with FIG. 8(a) showing its plan view and FIG. 8(b) showing its sectional view. Figure 4 shows the conventional blasting method for blasting.
FIG. 4(a) is an elevational view thereof, and FIG. 4(b) is a sectional view thereof. FIG. 5 shows an example of road blasting using the method according to the present invention, and FIG. 5(a) shows an elevational view thereof, and FIG. 5(b) shows a sectional view thereof. FIG. 6 also shows another example of the method according to the present invention for tunnel blasting, with FIG. 6(a) showing an elevation view thereof and FIG. 6(b) showing a sectional view thereof. 1...Bedrock 2...Charging hole 8...Additional die 4...Main die (with electric detonator) 5
...Includes 6...Protective pine door...Polymer bag 8...Water 998. Polymer sheet 10... Earth and sand 11... Polymer bag 12... Water inlet 18... Blasting face 1
4...Crate 15...Free surface. Figure 1 (a) (b) Figure 2 (a) (b) (a) (b) Figure 4 (a) (b) Figure 5 (a) (b) Figure 2 (a) (b) )

Claims (1)

【特許請求の範囲】 L 発破現象と空気との間に水を介在せしめて地上で発
破を行なうに際し、発破の自由面に少なくとも漏斗孔が
生じうる範囲及び/又は爆発ガスが噴出する範囲の全面
を水で覆うことを特徴とする発破公害の抑制方法。 λ 水が高分子物質からなる容器に収容された水である
特許請求の範囲第1項に記載の発破公害の抑制方法。 & 水の層の深さが0.01〜5mである特許請求の範
囲第2項に記載の発破公害の抑制方法。
[Claims] L: When performing blasting on the ground with water interposed between the blasting phenomenon and the air, at least the entire area where a funnel hole can be formed on the free surface of the blasting material and/or the entire area where explosive gas is spewed out. A method for suppressing blasting pollution, which is characterized by covering with water. The method for suppressing blasting pollution according to claim 1, wherein the λ water is water contained in a container made of a polymeric substance. & The method for suppressing blasting pollution according to claim 2, wherein the depth of the water layer is 0.01 to 5 m.
JP994484A 1984-01-25 1984-01-25 Method of inhibiting blasting public nuisance Pending JPS60155900A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP994484A JPS60155900A (en) 1984-01-25 1984-01-25 Method of inhibiting blasting public nuisance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP994484A JPS60155900A (en) 1984-01-25 1984-01-25 Method of inhibiting blasting public nuisance

Publications (1)

Publication Number Publication Date
JPS60155900A true JPS60155900A (en) 1985-08-15

Family

ID=11734099

Family Applications (1)

Application Number Title Priority Date Filing Date
JP994484A Pending JPS60155900A (en) 1984-01-25 1984-01-25 Method of inhibiting blasting public nuisance

Country Status (1)

Country Link
JP (1) JPS60155900A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63134300U (en) * 1987-01-14 1988-09-02

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63134300U (en) * 1987-01-14 1988-09-02

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