JP2014025215A - Silencer, silencing system and method for reducing noise generated by blasting - Google Patents

Silencer, silencing system and method for reducing noise generated by blasting Download PDF

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JP2014025215A
JP2014025215A JP2012164503A JP2012164503A JP2014025215A JP 2014025215 A JP2014025215 A JP 2014025215A JP 2012164503 A JP2012164503 A JP 2012164503A JP 2012164503 A JP2012164503 A JP 2012164503A JP 2014025215 A JP2014025215 A JP 2014025215A
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silencer
blasting
box shape
silencing
silencing system
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JP5398883B1 (en
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Hiroaki Takamura
浩彰 高村
Masashi Omichi
将史 大道
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Nishimatsu Construction Co Ltd
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Nishimatsu Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a silencer, a silencing system and a method, which enable an effective reduction in noises generated by blasting, depending on situations of an excavation site.SOLUTION: The present invention provides a silencer, a silencing system and a method for reducing noises generated by blasting. The silencer of the present invention, which assumes a hollow box shape, has one surface of the box shape provided with an opening into which a cylindrical member can be inserted. The silencer can comprise two box bodies that are slidably fitted, and the cylindrical member is installed in the state of protruding to the inside and outside of the box shape.

Description

本発明は、発破による騒音を軽減する消音技術に関し、特に、岩盤を発破する際に発生する騒音を低減する消音装置、消音システムおよび方法に関する。   The present invention relates to a silencing technique for reducing noise caused by blasting, and more particularly, to a silencing device, a silencing system, and a method for reducing noise generated when blasting a rock.

従来、山岳トンネル工事において発破による掘削を行う場合、防音効果を高めるためにトンネル坑内に1基または複数の防音扉を、間隔を空けて設置することにより、発破によって生じる騒音の軽減を得る方法がある。   Conventionally, when excavation by blasting is performed in mountain tunnel construction, there is a method of reducing noise generated by blasting by installing one or more soundproofing doors in the tunnel mine at intervals in order to enhance the soundproofing effect. is there.

従来の消音方法の一例として、特許文献1は、サイドブランチを設置して、発破音を軽減する消音方法および消音器を開示する。この消音方法では、既定の周波数の音波を減衰させる数種のサイドブランチを備える消音器をトンネル坑内に設置することによって発破音の低減を図っている。   As an example of a conventional silencing method, Patent Literature 1 discloses a silencing method and a silencer that reduce the blasting sound by installing a side branch. In this silencing method, a blasting sound is reduced by installing a silencer having several side branches for attenuating a sound wave having a predetermined frequency in a tunnel tunnel.

特開2011−256609号公報JP 2011-256609 A

しかしながら、複数の防音扉を利用する消音方法では、各防音扉の設置間隔等で決まる周波数で共鳴して共振音が発生するため、その共振音の周波数に近い帯域での防音効果が十分に得られないという問題があった。   However, in the silencing method using a plurality of soundproof doors, a resonance sound is generated by resonating at a frequency determined by the installation interval of each soundproof door, etc., so that a soundproof effect in a band close to the frequency of the resonance sound is sufficiently obtained. There was a problem that it was not possible.

また、発破音の特性、すなわち、発破音に含まれる音波の周波数ならびに音圧は、トンネル坑の形状、トンネル坑内の温度や湿度、岩盤の強度、爆薬量、防音扉の設置間隔などの掘削現場の状況によって異なるため、予め決められた周波数の音波のみを減衰させる特許文献1の消音器では、ユーザが掘削現場の状況に応じて、低減すべき発破音を現場で調整することができず、必ずしも発破音を効果的に軽減することができないという問題があった。   In addition, the characteristics of the blasting sound, that is, the frequency and sound pressure of the sound wave included in the blasting sound, are determined by the excavation site, such as tunnel tunnel shape, tunnel tunnel temperature and humidity, bedrock strength, explosive amount, and soundproof door installation interval. Therefore, in the silencer of Patent Document 1 that attenuates only sound waves of a predetermined frequency, the user cannot adjust the blasting sound to be reduced according to the situation of the excavation site, There was a problem that the blast sound could not be effectively reduced.

本発明は、上記従来技術の問題に鑑みてなされたものであり、掘削現場の状況に応じて、発破による騒音を効果的に低減することができる消音装置、消音システムおよび方法を提供することを目的とするものである。   The present invention has been made in view of the above-described problems of the prior art, and provides a silencer, a silencer system, and a method that can effectively reduce noise caused by blasting according to the situation of an excavation site. It is the purpose.

上記課題を解決するために、本発明は、発破による騒音を低減する消音装置、消音システムおよび方法を提供する。消音装置は、主には、箱体で外界と区分されるよう形成した空洞と、空洞と外界を連絡する開口で構成され、該開口には筒状部材を挿入可能としている。使用時には筒状部材の内部および付近の空気質量が、主には空洞内の空気をばねとして動かし、当該ばねの運動の際の熱損失により吸音力を発揮するものである。   In order to solve the above problems, the present invention provides a silencer, a silencer system, and a method for reducing noise caused by blasting. The silencer mainly includes a cavity formed so as to be separated from the outside by a box, and an opening communicating the cavity and the outside, and a cylindrical member can be inserted into the opening. When in use, the mass of air in and near the cylindrical member mainly moves the air in the cavity as a spring, and exhibits sound absorption due to heat loss during the movement of the spring.

上記消音装置の吸音力および当該吸音力が発揮される周波数帯域は、消音装置の空洞、筒状部材の断面積、筒の長さ、筒の数等によって定まる単一共振系を設計し、決定することができる。   The sound absorbing power of the silencer and the frequency band in which the sound absorbing force is exerted are determined by designing a single resonance system determined by the cavity of the silencer, the cross-sectional area of the cylindrical member, the length of the cylinder, the number of cylinders, etc. can do.

本発明は、上記構成要件を採用することにより、掘削現場の状況に応じて、発破による騒音のうち、特に防音が必要な周波数帯域の音波エネルギーを選択的かつ効果的に低減することができる。   The present invention can selectively and effectively reduce sound energy in a frequency band particularly requiring soundproofing among noises caused by blasting according to the situation of the excavation site by adopting the above-described configuration requirements.

トンネル坑内に設置された本発明の消音装置の一実施形態を示す図。The figure which shows one Embodiment of the silencer of this invention installed in the tunnel mine. 本発明の消音装置の一実施形態を示す図。The figure which shows one Embodiment of the silencer of this invention. トンネル坑内に設置された本発明の消音システムの一実施形態を示す図。The figure which shows one Embodiment of the silencing system of this invention installed in the tunnel mine. 図3に示すA−A’断面図である。FIG. 4 is a cross-sectional view taken along line A-A ′ shown in FIG. 3. 本発明の消音装置の別の実施形態を示す図。The figure which shows another embodiment of the silencer of this invention. 本発明の消音装置の他の実施形態を示す図。The figure which shows other embodiment of the silencer of this invention. トンネル坑内に設置された本発明の消音システムの別の実施形態を示す図。The figure which shows another embodiment of the silencing system of this invention installed in the tunnel mine.

以下、本発明について実施形態をもって説明するが、本発明は、後述する実施形態に限定されるものではない。   Hereinafter, although this invention is demonstrated with embodiment, this invention is not limited to embodiment mentioned later.

図1は、トンネル坑内に設置された本発明の消音装置の一実施形態を示す図である。トンネル坑100には、防音扉110,112と、消音装置120とが設置される。防音扉110は、トンネル坑100の抗口102側に設置される防音性能を有する壁である。防音扉112は、トンネル坑100の切羽104側に設置される防音性能を有する壁である。消音装置120は、発破によって生じる騒音を低減する装置であり、防音扉110,112の間に設置される。   FIG. 1 is a diagram showing an embodiment of a silencer of the present invention installed in a tunnel mine. In the tunnel mine 100, soundproof doors 110 and 112 and a silencer 120 are installed. The soundproof door 110 is a wall having soundproofing performance installed on the side of the tunnel 102 of the tunnel mine 100. The soundproof door 112 is a wall having soundproofing performance installed on the face 104 side of the tunnel mine 100. The silencer 120 is a device that reduces noise generated by blasting, and is installed between the soundproof doors 110 and 112.

図2は、本発明の消音装置の一実施形態を示す図である。以下、図2を参照して、消音装置120の構成について説明する。   FIG. 2 is a diagram showing an embodiment of the silencer of the present invention. Hereinafter, the configuration of the silencer 120 will be described with reference to FIG.

消音装置120は、ヘルムホルツ型の消音装置である。消音装置120は、ブロック形状をしており、図1に示すように複数の消音装置120を積み上げて利用することができる。消音装置120は中空の箱形状をしており、1の面に複数の開口202が設けられている。使用時には、筒状部材206,208が開口202に挿入される。   The silencer 120 is a Helmholtz type silencer. The silencer 120 has a block shape, and a plurality of silencers 120 can be stacked and used as shown in FIG. The silencer 120 has a hollow box shape, and a plurality of openings 202 are provided on one surface. In use, the cylindrical members 206 and 208 are inserted into the opening 202.

消音装置120は、箱体内の空洞と開口202で構成され、開口202には筒状部材206,208を挿入可能である。筒状部材206、208を挿入することで筒状部材の内部および付近の空気質量が、主には空洞内の空気をばねとして動かし、当該ばねの運動の際の熱損失により吸音力を発揮するので、発破による騒音が低減される。   The silencer 120 includes a hollow inside the box and an opening 202, and cylindrical members 206 and 208 can be inserted into the opening 202. By inserting the cylindrical members 206 and 208, the air mass in and around the cylindrical member mainly moves the air in the cavity as a spring, and exerts a sound absorbing force due to heat loss during the movement of the spring. Therefore, noise caused by blasting is reduced.

消音装置120は、吸音力および当該吸音力が発揮される周波数帯域として、消音装置の空洞、筒状部材の断面積、筒の長さ、本数等によって定まる単一共振系を設計し、決定したものを製作することができる。また、設計上と実際との、吸音力および当該吸音力が発揮される周波数帯域の相違は、筒状部材の本数や長さの異なる筒状部材への変更を行なうことで解消するよう、現場で微調整することができる。   The silencer 120 is designed and determined as a single resonance system that is determined by the sound absorbing force and the frequency band in which the sound absorbing force is exerted, which is determined by the cavity of the silencer, the cross-sectional area of the cylindrical member, the length of the cylinder, the number, etc. You can make things. In addition, the difference between the design and actual sound absorbing power and the frequency band in which the sound absorbing power is exerted can be resolved by changing to a cylindrical member with a different number or length of cylindrical members. Can be fine-tuned.

別の実施形態では、図5に示すように、消音装置120の箱体を、内部の空洞の体積可変に滑動可能に嵌合する二重箱構造とし、箱体内部の空洞体積を増減させることで、設計上と実際との、吸音力および当該吸音力が発揮される周波数帯域の相違を解消するよう、現場で微調整することができる。消音装置120を構成する箱体122は、6面のうち開口202を有する面の対向面のみが開放された構造をしており、箱体124は、6面のうち箱体122が挿入される面のみが開放された構造をしている。   In another embodiment, as shown in FIG. 5, the box body of the silencer 120 has a double box structure that is slidably fitted to the volume of the internal cavity so that the volume of the cavity inside the box body is increased or decreased. Fine adjustments can be made on site to eliminate the difference between the designed and actual sound absorbing power and the frequency band in which the sound absorbing power is exhibited. The box body 122 constituting the silencer 120 has a structure in which only the opposite surface of the surface having the opening 202 is opened among the six surfaces, and the box body 122 is inserted into the box body 124 among the six surfaces. Only the surface is open.

図2および図5の実施形態では、筒状部材206,208は、消音装置120の箱体外面から内部の空洞側に突出して設置されるが、他の実施形態では、図6に示すように、これらの筒状部材を箱体外面から外界側に突出して設置し、あるいは内部の空洞および外界の両側に突出した形態で設置してもよい。   In the embodiment of FIGS. 2 and 5, the cylindrical members 206 and 208 are installed so as to protrude from the outer surface of the box body of the silencer 120 toward the inner cavity, but in other embodiments, as shown in FIG. These cylindrical members may be installed so as to protrude from the outer surface of the box to the outside, or may be installed in a form protruding to the inner cavity and both sides of the outside.

図2、図5および図6に示す実施形態では、円筒状の筒状部材を採用するが、他の実施形態では、断面形状が矩形や三角、楕円、星型等の様々な筒状部材を採用することができる。   In the embodiment shown in FIGS. 2, 5 and 6, a cylindrical tubular member is adopted, but in other embodiments, various tubular members having a cross-sectional shape such as a rectangle, a triangle, an ellipse, and a star are used. Can be adopted.

消音装置120の空洞内の空気をばねとして動かす質量は、消音装置120に挿入される筒状部材206,208の長さによって変化する。このため、筒状部材206,208は、消音装置120にユーザが期待する、吸音力および当該吸音力が発揮される周波数帯域から設計した長さを有している。   The mass that moves the air in the cavity of the silencer 120 as a spring varies depending on the length of the cylindrical members 206 and 208 inserted into the silencer 120. For this reason, the cylindrical members 206 and 208 have a length designed from the sound absorption force expected by the user to the silencer 120 and the frequency band in which the sound absorption force is exhibited.

上述した実施形態では、ユーザが使用時に、消音装置120の設計に基づいて、筒状部材206,208の筒の長さ、本数等を選択し、消音装置120に挿入して取り付けるが、他の実施形態では、予め特定の筒状部材を取り付けた消音装置120を、筒状部材の仕様を変えて種々用意しておき、仕様の異なる消音装置120を組合せることで、同様の結果を求めてもよい。   In the above-described embodiment, when the user uses the silencer 120 based on the design of the silencer 120, the length, the number, etc. of the tubular members 206, 208 are selected and attached to the silencer 120. In the embodiment, various types of silencer 120 with a specific cylindrical member attached in advance are prepared by changing the specifications of the cylindrical member, and similar results are obtained by combining the silencer 120 with different specifications. Also good.

消音装置120の設計に基づいて、筒状部材206,208の本数は増減する。そのため、消音装置120の箱体に設ける開口202は、製作時は多めに設けておき、筒状部材206,208の必要本数を超過した分の開口202は、箱体を製作し直すことなく、栓204で閉塞する。   Based on the design of the silencer 120, the number of the cylindrical members 206, 208 increases or decreases. Therefore, a large number of openings 202 provided in the box of the silencer 120 are provided at the time of production, and the openings 202 in excess of the necessary number of the cylindrical members 206 and 208 are produced without remanufacturing the box. The stopper 204 closes.

本実施形態では、ユーザが、トンネル坑内に設置する消音装置120の数や消音装置120に挿入する筒状部材を選択することができるため、掘削現場の状況に応じて、発破による騒音を効果的に低減することができる。   In this embodiment, since the user can select the number of silencers 120 installed in the tunnel mine and the cylindrical member to be inserted into the silencer 120, the noise caused by blasting is effective depending on the conditions of the excavation site. Can be reduced.

特に、2基の防音扉の共鳴による共振音を吸音の対象とする消音装置を使用することにより、2基の防音扉を利用する消音方法で共振音が発生することによる、その共振音の周波数に近い帯域での防音効果が十分に得られない欠点を、効果的に解消することができる。   In particular, by using a silencer that absorbs resonance sound due to resonance of two soundproof doors, the frequency of the resonance sound is generated by the generation of resonance sound using a sound deadening method that uses two soundproof doors. Thus, it is possible to effectively eliminate the drawback that the soundproofing effect in a band close to is not sufficiently obtained.

すなわち、従来技術では、この欠点を軽減するために、2基の防音扉の設置間隔を十分にあける必要があったが、本発明によってその必要がなくなり、トンネル掘削が坑口近傍に限られる早期から、2基の防音扉を利用する消音方法が採用でき、発破掘削の適用範囲を拡大することができるので、工期短縮や施工費用の低減に結びつく。   That is, in the prior art, in order to alleviate this drawback, it was necessary to provide a sufficient interval between the two soundproof doors. However, according to the present invention, it is no longer necessary and tunnel excavation is limited to the vicinity of the wellhead. A silencing method using two soundproof doors can be adopted, and the applicable range of blast excavation can be expanded, leading to shortened construction period and construction cost.

図3は、トンネル坑内に設置された本発明の消音システムの一実施形態を示す図である。消音システム310は、近接した2基の防音扉312,314と、当該2基の防音扉に挟まれた空間に消音装置120の箱体がトンネル外周に沿って積み上げられた消音装置316とが、一体的に構成されるシステムである。   FIG. 3 is a diagram showing an embodiment of the silencing system of the present invention installed in a tunnel mine. The silencer system 310 includes two soundproof doors 312 and 314 adjacent to each other, and a sound silencer 316 in which boxes of the sound absorber 120 are stacked along the outer periphery of the tunnel in a space between the two soundproof doors. This is an integrated system.

図4は、図3に示すA−A’断面図である。消音装置316は、図2、図5および図6に示す消音装置120と同様に、ユーザが掘削現場の状況に応じて、筒状部材を挿入することができる。   FIG. 4 is a cross-sectional view taken along line A-A ′ shown in FIG. 3. As with the silencer 120 shown in FIGS. 2, 5, and 6, the silencer 316 allows the user to insert a tubular member according to the situation at the excavation site.

図3および図4に示す実施形態では、同一形状の3の箱体が積み上げられた消音装置316が図示されているが、消音装置を構成する箱体の数はこれに限定されず、トンネル坑300の大きさに応じて、任意の数の箱体を組み込むことができる。また、本実施形態の消音システムは、2基の防音扉に挟まれた空間に消音装置316を備えるが、他の実施形態では、3基以上の防音扉を設け、これらに挟まれた空間の1つ以上に消音装置316を備える構成としてもよい。   In the embodiment shown in FIG. 3 and FIG. 4, the silencer 316 in which three boxes of the same shape are stacked is illustrated, but the number of boxes constituting the silencer is not limited to this, and the tunnel tunnel Depending on the size of 300, any number of boxes can be incorporated. The silencing system of the present embodiment includes a silencing device 316 in a space sandwiched between two soundproof doors, but in other embodiments, three or more soundproofing doors are provided, It is good also as a structure provided with the silencer 316 in one or more.

また、図7に示す消音システムの別の実施形態では、図3および図4に示す実施形態と、2基の防音扉に挟まれた空間側に消音装置316の開口を向けて設置する点は同じであるが、複数の消音装置316を2基の防音扉312,314を挟んで対向するように設置してもよい。   Further, in another embodiment of the silencing system shown in FIG. 7, the embodiment shown in FIG. 3 and FIG. 4 and the point that the opening of the silencing device 316 faces the space between two soundproof doors are installed. Although it is the same, you may install the several silencer 316 so that it may oppose on both sides of the two soundproof doors 312,314.

図3、図4および図7に示すように、消音システム310は、防音扉312,314と消音装置316とが一体的に構成されているため、省スペース化が可能となる。これにより、切羽304がトンネル坑口302に近い場合でも、消音システム310を設置可能であり、その結果、発破によって岩盤を掘削することができ、工期の短縮化や施工費用の一層の低減が可能となる。   As shown in FIGS. 3, 4, and 7, the noise reduction system 310 is configured such that the soundproof doors 312 and 314 and the noise reduction device 316 are integrally configured, so that space saving is possible. As a result, even when the face 304 is close to the tunnel wellhead 302, the silencing system 310 can be installed. As a result, the rock can be excavated by blasting, and the construction period can be shortened and the construction cost can be further reduced. Become.

これまで本実施形態につき説明してきたが、本発明は、上述した実施形態に限定されるものではなく、本実施形態の構成要素を変更若しくは削除し、または本実施形態の構成要素を他の構成要素を追加するなど、当業者が想到することができる範囲内で変更することができ、いずれの態様においても本発明の作用効果を奏する限り、本発明の範囲に含まれるものである。   Although the present embodiment has been described so far, the present invention is not limited to the above-described embodiment, and the constituent elements of the present embodiment are changed or deleted, or the constituent elements of the present embodiment are changed to other configurations. It can be changed within a range that can be conceived by those skilled in the art, such as adding an element, and any aspect is included in the scope of the present invention as long as the effects of the present invention are exhibited.

本発明は、山岳トンネル工事における岩盤掘削事業に利用することができる。特に、本発明は、発破による騒音の低減が厳しく求められる作業環境での発破作業に有用である。   The present invention can be used for a rock excavation business in mountain tunnel construction. In particular, the present invention is useful for blasting work in a work environment where reduction of noise due to blasting is strictly required.

100…トンネル坑、102…抗口、104…切羽、110,112…防音扉、120…消音装置、300…トンネル坑、302…抗口、304…切羽、310…消音システム、312,314…防音扉、316…消音装置 DESCRIPTION OF SYMBOLS 100 ... Tunnel well, 102 ... Anti-pit, 104 ... Face, 110, 112 ... Soundproof door, 120 ... Silencer, 300 ... Tunnel well, 302 ... Anti-mouth, 304 ... Face, 310 ... Silencer system, 312, 314 ... Soundproof Door, 316 ... Silencer

Claims (10)

発破による騒音を低減する消音装置であって、
前記消音装置は、
中空の箱形状をしており、
前記箱形状の1の面に筒状部材を挿入可能な開口を備える、消音装置。
A silencer that reduces noise from blasting,
The silencer is
It has a hollow box shape,
A silencer comprising an opening into which a cylindrical member can be inserted on one surface of the box shape.
前記消音装置は、滑動可能に嵌合する2の箱体で構成される、請求項1に記載の消音装置。   The silencer according to claim 1, wherein the silencer is configured by two boxes that are slidably fitted. 前記筒状部材は、前記箱形状の内部に突出して設置される、請求項1または2に記載の消音装置。   The silencer according to claim 1 or 2, wherein the tubular member is installed so as to protrude inside the box shape. 前記筒状部材は、前記箱形状の外部に突出して設置される、請求項1〜3のいずれか1項に記載の消音装置。   The silencer according to any one of claims 1 to 3, wherein the tubular member is installed to protrude outside the box shape. 発破による騒音を低減する消音システムであって、
前記消音システムは、複数の防音扉と、前記防音扉の間に設置される消音装置とを備え、
前記消音装置は、
中空の箱形状をしており、
前記箱形状の1の面に筒状部材を挿入可能な開口を備える、消音システム。
A silencing system that reduces noise from blasting,
The silencing system comprises a plurality of soundproof doors and a sound deadening device installed between the soundproof doors,
The silencer is
It has a hollow box shape,
A silencing system comprising an opening through which a cylindrical member can be inserted on one surface of the box shape.
前記消音装置は、滑動可能に嵌合する2の箱体で構成される、請求項5に記載の消音システム。   The silencer system according to claim 5, wherein the silencer is configured by two boxes that are slidably fitted. 前記筒状部材は、前記箱形状の内部に突出して設置される、請求項5または6に記載の消音システム。   The silencing system according to claim 5 or 6, wherein the tubular member is installed so as to protrude inside the box shape. 前記筒状部材は、前記箱形状の外部に突出して設置される、請求項5〜7のいずれか1項に記載の消音システム。   The silencing system according to any one of claims 5 to 7, wherein the tubular member is installed so as to protrude outside the box shape. 発破による騒音を低減する消音システムであって、
前記消音システムは、複数の防音扉と、消音装置とを備え、
前記消音装置は、
中空の箱形状をしており、
前記箱形状の1の面に筒状部材を挿入可能な開口を備え、
前記消音装置は、前記防音扉を挟んで対向するように設置される、消音システム。
A silencing system that reduces noise from blasting,
The silencer system includes a plurality of soundproof doors and a silencer,
The silencer is
It has a hollow box shape,
Provided with an opening into which a cylindrical member can be inserted into one surface of the box shape,
The silencing device is a silencing system installed so as to face each other with the soundproof door interposed therebetween.
請求項1〜4のいずれか1項に記載の消音装置または請求項5〜9のいずれか1項に記載の消音システムを用いて発破による騒音を低減する方法。   A method for reducing noise caused by blasting using the silencer according to any one of claims 1 to 4 or the silencer system according to any one of claims 5 to 9.
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KR101576578B1 (en) * 2015-07-24 2015-12-11 이엔이건설주식회사 Apparatus for reducing tunnel blasting noise using resonator assembly, and method for the same
JP2017142310A (en) * 2016-02-08 2017-08-17 飛島建設株式会社 General-purpose sound eliminator
JP2018066185A (en) * 2016-10-19 2018-04-26 西松建設株式会社 Soundproof door and installation method thereof
KR20210157984A (en) * 2020-06-23 2021-12-30 손정락 Quarry tunnel structure and quarrying method using the same

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KR101576578B1 (en) * 2015-07-24 2015-12-11 이엔이건설주식회사 Apparatus for reducing tunnel blasting noise using resonator assembly, and method for the same
JP2017142310A (en) * 2016-02-08 2017-08-17 飛島建設株式会社 General-purpose sound eliminator
JP2018066185A (en) * 2016-10-19 2018-04-26 西松建設株式会社 Soundproof door and installation method thereof
KR20210157984A (en) * 2020-06-23 2021-12-30 손정락 Quarry tunnel structure and quarrying method using the same
KR102414911B1 (en) * 2020-06-23 2022-06-29 손정락 Quarry tunnel structure

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