JPS62261900A - Method of blasting construction - Google Patents

Method of blasting construction

Info

Publication number
JPS62261900A
JPS62261900A JP10379886A JP10379886A JPS62261900A JP S62261900 A JPS62261900 A JP S62261900A JP 10379886 A JP10379886 A JP 10379886A JP 10379886 A JP10379886 A JP 10379886A JP S62261900 A JPS62261900 A JP S62261900A
Authority
JP
Japan
Prior art keywords
blasting
imaging
hole
electric
reduce
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
Application number
JP10379886A
Other languages
Japanese (ja)
Other versions
JPH07122559B2 (en
Inventor
栗原 洋一
愛甲 研一
佐々 宏一
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP10379886A priority Critical patent/JPH07122559B2/en
Publication of JPS62261900A publication Critical patent/JPS62261900A/en
Publication of JPH07122559B2 publication Critical patent/JPH07122559B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

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

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、発破の際に発生する撮動を干渉を利用して軽
減する起爆工法を包含する発破工法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a blasting method including a detonation method that uses interference to reduce the imaging that occurs during blasting.

[従来の技術] 従来から構造物や市街地の近傍で発破作業をしようとす
る場合、発破による(騒動が問題となるため1孔あたり
の爆薬量を減らし、設定電気雷管を用いて多段発破を行
なってきていた。
[Conventional technology] Conventionally, when blasting is to be carried out near structures or urban areas, it has been necessary to reduce the amount of explosives per hole and perform multi-stage blasting using set electric detonators. It was coming.

また、ベンチ発破等では、設定電気雷管でもMS電気雷
管ではなく、DS電気雷管を用いて、周設のバラツキを
利用して撮動を小さくしようとする試みがなされている
。ざらに、トンネル現場にて、撮動の大きくなる8央き
発破では、通常瞬発を用いずにMS周段(MS−3段程
度〉を用い、MS周段の持つバラツキによって振動を抑
えることが経験的に知られていた。
Furthermore, in bench blasting and the like, attempts have been made to use DS electric detonators instead of MS electric detonators, and to take advantage of the variations in surrounding installation to reduce the exposure. Roughly speaking, at tunnel sites, in 8-center blasting where the imaging is large, MS stages (approximately MS-3 stages) are used instead of instantaneous blasts, and vibrations can be suppressed due to the variations in the MS stages. known from experience.

[発明が解決しようとする問題点1 しかし、従来の設定電気雷管(延時薬を用いたもの)で
は、その秒時精度に限界がおるため、バラツキを利用し
て1辰動を小ざくしようとしても常に成功するとは限ら
ず、時にはかえって大きくなることがありこれを制御す
ることは困難でおった。
[Problem to be solved by the invention 1 However, since the conventional setting electric detonator (using a time-delaying charge) has a limit to its time accuracy, attempts have been made to reduce the 1-stroke by taking advantage of the dispersion. However, this was not always successful, and sometimes they even grew larger, making it difficult to control.

また、1辰動を小さくするため、多段発破を行なおうと
した場合、従来の設定ては30段位までが限度で更に多
段に分割するには限界かめった。
Furthermore, when trying to perform multi-stage blasting in order to reduce one stroke, the conventional settings were limited to around 30 stages, which reached the limit for further division into multiple stages.

[問題点を解決するための手段] 上記問題点を解決するために、発明者等は、秒時精度の
良い電気的遅延電気雷管として例えば特開昭57−14
298号や特開昭58−83200号で知られているも
のを使用して、これらの持つ高秒時精度を利用した発破
方法に成功した。
[Means for Solving the Problems] In order to solve the above problems, the inventors developed an electric delay detonator with good time precision, for example, in Japanese Patent Application Laid-Open No. 57-14.
Using the devices known from No. 298 and JP-A No. 58-83200, we succeeded in developing a blasting method that takes advantage of their high accuracy.

すなわち、一定の秒時間隔を有する電気的遅延電気雷管
を複数孔に装填し起爆することにより、発破作業におけ
る複数孔の起爆時間を一定周期の秒時間隔にして番孔で
発生する振動波を干渉させることにより、発破作業にお
いて発生する撮動を軽減する発破工法である。
In other words, by loading and detonating electrically delayed electric detonators having a fixed time interval in seconds into a plurality of holes, the vibration waves generated in the hole can be suppressed by setting the detonation time of the plurality of holes in the blasting operation to a fixed interval in seconds. This is a blasting method that reduces the amount of photography that occurs during blasting work by interfering with other materials.

[作  用コ 発破によって生ずる撮動は単発の振動で、その撮動周波
数は発破の撮動が問題となる距離においては、数十ない
し数百8Z程度であることが知られている。しかし、撮
動の大きさや感じ方はその受振地点の地盤状況によって
変化するので、あらかじめ受振地点における卓越振動周
波数を測定しておき、それから求められる振動周期より
も小さく一定の秒時間隔をとり、それを複数孔で同時に
起爆することにより、番孔の振動が互いに重弄し干渉す
ることにより、振動速度を小さくし、撮動値を軽減する
ことが出来た。
[Function] It is known that the imaging caused by blasting is a single vibration, and that the imaging frequency is about tens to hundreds of 8Z at distances where imaging of blasting becomes a problem. However, the size and feel of the image will vary depending on the ground conditions at the receiving point, so the predominant vibration frequency at the receiving point is measured in advance, and then a constant second-time interval smaller than the required vibration period is taken. By detonating multiple holes at the same time, the vibrations of the holes weigh and interfere with each other, making it possible to reduce the vibration speed and reduce the photographic value.

更に、その秒時間隔が比較的短い時間(数〜数10m5
)をとることから、従来不可能でおった多段発破(30
段以上)が可能となった。
Furthermore, the time interval between seconds is relatively short (several to several tens of meters)
), multi-stage blasting (30
dan or higher) is now possible.

[実施例] 以下、実施例および実験例によって本発明の発破方法を
具体的に説明する。
[Example] Hereinafter, the blasting method of the present invention will be specifically explained using Examples and Experimental Examples.

まず、本発明の効果を確認するため次の実験を行なった
First, the following experiment was conducted to confirm the effects of the present invention.

実験例 0中に含水爆薬(商品名サンペックス)100(]に電
気的遅延電気雷管を装着し、0.5m深さ1m間隔で3
本をセットし秒時間隔を変化させ、50m @れた地点
のコンクリート構造物と、建物の柱における(騒動を測
定した。
In Experimental Example 0, an electric delay detonator was attached to a hydrous explosive (trade name: Sanpex) 100 (), and three bombs were placed at 1 m intervals at a depth of 0.5 m.
A book was set, the second time interval was changed, and the commotion was measured at a concrete structure and a pillar of a building at a distance of 50 m.

比較例として3本を瞬発電気雷管で同時斉発した場合の
撮動も測定したく表−1ブランク3本)。
As a comparative example, we would also like to measure the imaging when three blasters were fired at the same time using instantaneous electric detonators (Table 1: 3 blanks).

その結果を表−1に示す。更に1孔だけの撮動及び周波
数測定結果を表−1(ブランク17K)および表−2に
示す。
The results are shown in Table-1. Furthermore, the results of imaging and frequency measurement for only one hole are shown in Table 1 (blank 17K) and Table 2.

表−1 単位(cm/s) 表−2 この結果から多孔同時斉発に比べ、周期の273の秒時
間隔を持つ電気的遅延電気雷管にて起爆すると撮動速度
が最小になることがわかる。
Table 1 Unit (cm/s) Table 2 From these results, it can be seen that compared to multi-hole simultaneous firing, detonation using an electrically delayed electric detonator with a period of 273 seconds will minimize the imaging speed. .

実施例1 ベンチ高さ21mの採石山において、切羽から50〜1
50m地点における撮動周波数を測定したところ37H
2であった。そこで孔径65mmφ、孔長18m、孔間
6m、抵抗線4mでベンチ孔5孔にアンホ爆薬100k
(]/孔と3桐ダイナマイトに15m5の秒時間隔にセ
ットされた電気的遅延電気雷管を装着し起爆し50〜1
50mにおける撮動を測定した。また、比較のために従
来法として、従来の設定電気雷管(25mS) 1〜5
段を用いたものも併せて測定した。
Example 1 In a quarry mountain with a bench height of 21 m, 50 to 1
When the imaging frequency was measured at 50m point, it was 37H.
It was 2. So, we put 100k of unho explosive into 5 bench holes with hole diameter 65mmφ, hole length 18m, hole distance 6m, and resistance wire 4m.
(] / Hole and 3 paulownia dynamite was equipped with an electric delay detonator set at a time interval of 15m5 and detonated at 50~1
The shooting was measured at a distance of 50 m. In addition, for comparison, as a conventional method, the conventional setting electric detonator (25 mS) 1 to 5
Measurements using stages were also carried out.

その結果を表−3に示す。The results are shown in Table-3.

表−3(単位cm/s) この場合周波数37H2より(騒動周期は27m5とな
ることから、その約半分の秒時間隔15m5では、25
m5間隔の30〜70%程度までに軽減出来た。
Table 3 (Unit: cm/s) In this case, from the frequency 37H2 (the commotion period is 27m5, the second time interval of 15m5, which is about half of that, is 25cm/s).
It was possible to reduce the distance to about 30-70% of the m5 interval.

実施例2 ベンチ高さ15mの石灰山において、孔径165mmφ
、孔長18m、孔間隔6m、抵抗線41T!でベンチ孔
6孔にアンホ爆薬170k(1/孔、親グイとして3桐
に電気的遅延電気雷管を装着し、切羽より100〜15
0m地点における発破]騒動を測定した。また、従来法
としてDS電気雷管を4〜10段で同様の発破を行ない
、撮動を測定した。
Example 2 In a limestone mountain with a bench height of 15 m, the hole diameter was 165 mmφ
, hole length 18m, hole spacing 6m, resistance wire 41T! Anho explosives 170k (1/hole, electric delay detonators were installed on 3 paulownia as main guide), 100-15k from the face.
Blasting at 0m point] The disturbance was measured. In addition, as a conventional method, similar blasting was performed using 4 to 10 stages of DS electric detonators, and the imaging was measured.

ここで、あらかじめ単発にて測定した撮動周波数がl0
Hzであることから、本発明の秒時間隔は、周期100
m5の約176である15m5とした。
Here, the imaging frequency measured in advance in a single shot is l0
Hz, the second time interval of the present invention has a period of 100
It was set to 15m5, which is approximately 176 m5.

その結果を表−4に示す。The results are shown in Table-4.

表−4(単位cm/s) 更に撮動波形を添付図面に示す。第1図は本発明の上記
実施例2の3辰動波形であり、第2図は上記従来法(D
S)の撮動波形である。
Table 4 (unit: cm/s) Furthermore, the imaging waveform is shown in the attached drawing. FIG. 1 shows the three-phase waveform of the second embodiment of the present invention, and FIG. 2 shows the conventional method (D
This is the photographed waveform of S).

この結果かられかるように、本発明法であれば振動値が
いずれの場合も小さく、かつ、DS電気雷管にくらべて
時間が短くなることがわかる。
As can be seen from these results, it can be seen that with the method of the present invention, the vibration value is small in all cases, and the time is shorter than that of the DS electric detonator.

[効  果] 上記実施例から明らかなように、本発明の発破方法を用
いると、従来の装薬量と同じにして発破効果を落とすこ
となく撮動を軽減することが可能である。それゆえ、(
騒動が問題となる現場において作業効率を落とすことな
く発破ができるため、全体の効率が向上し、発破振動を
予測でき、発破作業を管理することができる。
[Effects] As is clear from the above examples, when the blasting method of the present invention is used, it is possible to reduce the amount of shooting without reducing the blasting effect by keeping the amount of charge the same as that of the conventional method. therefore,(
Blasting can be carried out without reducing work efficiency at sites where commotion is a problem, improving overall efficiency, predicting blasting vibrations, and managing blasting operations.

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

第1図は本発明の実施例2の撮動波形、第2図は実施例
2に記載した従来法の場合の振動波形を示す。
FIG. 1 shows an imaging waveform of a second embodiment of the present invention, and FIG. 2 shows a vibration waveform of a conventional method described in the second embodiment.

Claims (1)

【特許請求の範囲】[Claims] 発破作業における複数孔の起爆時間を、一定周期の秒時
間隔にして各孔で発生する振動波の干渉を利用すること
により、発破作業において発生する振動を軽減すること
を特徴とする発破工法。
A blasting method characterized by reducing the vibrations generated during blasting work by setting the detonation time of multiple holes in the blasting work at regular intervals of seconds and utilizing the interference of the vibration waves generated in each hole.
JP10379886A 1986-05-08 1986-05-08 Blasting method Expired - Lifetime JPH07122559B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10379886A JPH07122559B2 (en) 1986-05-08 1986-05-08 Blasting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10379886A JPH07122559B2 (en) 1986-05-08 1986-05-08 Blasting method

Publications (2)

Publication Number Publication Date
JPS62261900A true JPS62261900A (en) 1987-11-14
JPH07122559B2 JPH07122559B2 (en) 1995-12-25

Family

ID=14363413

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10379886A Expired - Lifetime JPH07122559B2 (en) 1986-05-08 1986-05-08 Blasting method

Country Status (1)

Country Link
JP (1) JPH07122559B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01285800A (en) * 1988-05-11 1989-11-16 Asahi Chem Ind Co Ltd Shot-firing
WO1998021544A1 (en) 1996-11-12 1998-05-22 Asahi Kasei Kogyo Kabushiki Kaisya Excavation method by blasting
JP2015137788A (en) * 2014-01-21 2015-07-30 鹿島建設株式会社 Blasting construction method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6998014B2 (en) * 2016-12-19 2022-01-18 西松建設株式会社 Blasting method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01285800A (en) * 1988-05-11 1989-11-16 Asahi Chem Ind Co Ltd Shot-firing
WO1998021544A1 (en) 1996-11-12 1998-05-22 Asahi Kasei Kogyo Kabushiki Kaisya Excavation method by blasting
JP2015137788A (en) * 2014-01-21 2015-07-30 鹿島建設株式会社 Blasting construction method

Also Published As

Publication number Publication date
JPH07122559B2 (en) 1995-12-25

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