JPH11107672A - Soundproof construction - Google Patents

Soundproof construction

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Publication number
JPH11107672A
JPH11107672A JP28609397A JP28609397A JPH11107672A JP H11107672 A JPH11107672 A JP H11107672A JP 28609397 A JP28609397 A JP 28609397A JP 28609397 A JP28609397 A JP 28609397A JP H11107672 A JPH11107672 A JP H11107672A
Authority
JP
Japan
Prior art keywords
pipe
soundproof
steel pipe
tunnel
soundproofing
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
JP28609397A
Other languages
Japanese (ja)
Other versions
JP4110287B2 (en
Inventor
Tadao Koide
忠男 小出
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP28609397A priority Critical patent/JP4110287B2/en
Publication of JPH11107672A publication Critical patent/JPH11107672A/en
Application granted granted Critical
Publication of JP4110287B2 publication Critical patent/JP4110287B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

PROBLEM TO BE SOLVED: To realize sufficient soundproof characteristics against low frequency sound with a construction that can be assembled easily. SOLUTION: A soundproof construction 11 is to be used for a tunnel such as a pit mouth in which an H-section steel 12 bent as a frame body by a bending process to an arch shape of a tunnel is attached to the inner peripheral surface of the tunnel to which primary lining work is applied by spraying fresh concrete, and an RC footing is built at the bottom of the tunnel and a number of round steel pipes 17 are built upright side by side without gaps between them by inserting the bottom ends of the pipes into recesses formed in the footing in advance thereby creating a soundproof pipe wall 18. Here, each round steel pipe 17 is constituted as a hollow pipe; at the top end of each pipe, a penetrated pipe 19 as communicating means through the soundproof wall 18 is connected to each round steel pipe 17 in such a manner that the hollow space in the penetrating pipe 19 is connected and communicates with each hollow space of the steel pipe 17 erected vertically, and the upper end of the each steel pipe 17 is fixed to the H-section steel frame 12 through each penetrating pipe 19.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、トンネル等の発破
掘削工事において主として低周波音を遮音するのに用い
る防音構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soundproof structure mainly used for insulating low-frequency sound in blasting excavation work for a tunnel or the like.

【0002】[0002]

【従来の技術】トンネル掘削工事等において発生する発
破音は、衝撃的で広帯域の周波数を含みなおかつ音圧レ
ベルが高いという特徴がある。そのため、発破音がトン
ネル坑外に漏洩すると、近隣に騒音をもたらすことはも
ちろん、発破音に含まれる低周波成分が障子、窓などの
建具を振動させてがたつき音を発生させる。
2. Description of the Related Art A blasting sound generated in a tunnel excavation work or the like has a characteristic that it is shocking, includes a wide frequency band, and has a high sound pressure level. Therefore, if the blasting sound leaks out of the tunnel pit, not only does it cause noise in the vicinity, but also low-frequency components contained in the blasting sound vibrate fittings such as shojis and windows to generate rattling noise.

【0003】そのため、発破を行う際には、坑口から切
羽の間にトンネル断面を遮蔽するように防音壁を所定数
設置し、発破音が坑外に洩れないように工夫していた。
図6は、かかる防音壁1を斜視図で示したものである。
同図で示すように、防音壁1は、切羽4から離れた箇所
に設置され、H型鋼等でトンネル断面にわたって骨組2
を構築し、該骨組2に防音パネル3を取り付けて構成し
ていた。
[0003] Therefore, when blasting, a predetermined number of soundproof walls are installed between the pit and the face to shield the cross section of the tunnel so that the blasting sound is prevented from leaking outside the pit.
FIG. 6 shows such a soundproof wall 1 in a perspective view.
As shown in the figure, the soundproof wall 1 is installed at a position away from the face 4 and is made of H-shaped steel or the like over the tunnel cross section.
And a soundproof panel 3 is attached to the skeleton 2.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、かかる
通常の防音パネル3は、騒音対策用に製造されたものや
重量則にのっとって改良されたものを使用することが多
く、発破音に対する遮音性能が劣っていた。例えば、遮
音材としての2枚の鉄板あるいはパンチングメタルを1
0cm程度の間隔で対向配置してその間を中空部とし、
該中空部にグラスウールなどの吸音材を5cm程度の厚
みで配設し、残りの厚みは中空のまま残しておくという
標準的な防音パネルでは、パネル寸法や材質の関係上、
剛性がかなり小さくなり、発破によって生じる低周波音
でちょうど共振してしまうという問題を生じていた。
However, such ordinary soundproofing panels 3 are often manufactured for noise reduction or improved in accordance with the weight rule, so that the soundproofing performance against blasting sound is poor. Was inferior. For example, two iron plates or perforated metal
Oppositely arranged at an interval of about 0 cm and the space between them is a hollow part,
A sound absorbing material such as glass wool is disposed at a thickness of about 5 cm in the hollow portion, and the remaining thickness is left hollow.
The rigidity is considerably reduced, and a problem has arisen that the low-frequency sound generated by the blast just resonates.

【0005】かかる問題は、発破で生じた低周波音によ
って防音パネルに大きな面外曲げ振動が発生し、その振
動が外部に低周波音を二次放射して周辺に被害をもたら
す原因となる。
[0005] Such a problem causes a large out-of-plane bending vibration in the soundproof panel due to the low-frequency sound generated by the blasting, and the vibration causes secondary radiation of the low-frequency sound to the outside to cause damage to the surroundings.

【0006】また、発破時において飛散した岩石が防音
パネルに当たると、比較的厚みの薄い遮音材が損傷を受
けるおそれがあり、そのため、防音壁に近い場所では発
破を行えないという不便も生じていた。
Further, if the scattered rock at the time of blasting hits the soundproofing panel, the relatively thin sound insulating material may be damaged, so that there is also an inconvenience that blasting cannot be performed near a soundproofing wall. .

【0007】このような事態を避けるため、防音壁をコ
ンクリートで形成して遮音性能を向上させることもある
が、組立、解体、撤去、転用等において困難が生じるこ
とは避けられない。
In order to avoid such a situation, the soundproof wall may be formed of concrete to improve the sound insulation performance. However, it is inevitable that difficulties occur in assembling, dismantling, removing, and diverting.

【0008】本発明は、上述した事情を考慮してなされ
たもので、組立、解体等の取扱いが容易でなおかつ低周
波音に対する十分な遮音特性を持った防音構造を提供す
ることを目的とする。
The present invention has been made in view of the above-mentioned circumstances, and has as its object to provide a soundproof structure which is easy to handle in assembling and disassembling and has sufficient sound insulation characteristics for low-frequency sounds. .

【0009】[0009]

【課題を解決するための手段】上記目的を達成するた
め、本発明の防音構造は請求項1に記載したように、鋼
管を互いに隣接させた状態で多数並行配置して防音体を
構成するとともに、該防音体で仕切られた2つの空間を
相互に連通させる連通手段を設けたものである。
In order to achieve the above object, the soundproof structure of the present invention comprises a plurality of steel pipes arranged adjacent to each other in parallel to form a soundproof body, as described in claim 1. And a communication means for mutually communicating two spaces separated by the soundproof body.

【0010】また、本発明の防音構造は、前記鋼管のう
ち、隣接する2本の鋼管を互いに溶接するようにしたも
のである。
[0010] In the soundproof structure of the present invention, two adjacent steel pipes among the steel pipes are welded to each other.

【0011】また、本発明の防音構造は、所定数の鋼管
を並設状態にて予め溶接接合してパネルユニットとし、
該パネルユニットを所定の連結手段を介して相互に連結
して前記防音体を構成するようにしたものである。
Further, the soundproof structure of the present invention is characterized in that a predetermined number of steel pipes are welded in advance in a state of being juxtaposed to form a panel unit,
The soundproof body is constituted by connecting the panel units to each other via predetermined connecting means.

【0012】また、本発明の防音構造は、前記鋼管を丸
型鋼管としたものである。
Further, in the soundproof structure of the present invention, the steel pipe is a round steel pipe.

【0013】また、本発明の防音構造は、前記連通手段
を、前記鋼管を中空管とし該中空管の他端に前記防音体
を貫通する貫通管を前記中空管内の中空空間に連通され
るように接続して構成したものである。
Further, in the soundproof structure of the present invention, the communicating means may be such that the steel pipe is a hollow pipe, and the other end of the hollow pipe is connected to a through pipe passing through the soundproof body to a hollow space in the hollow pipe. It is configured by connecting in such a manner.

【0014】また、本発明の防音構造は、前記連通手段
を、前記鋼管を中空管とし該中空管の一端に前記防音体
で仕切られた一方の空間に解放された第1の開口を設け
るととともに、前記中空管の他端に前記防音体で仕切ら
れた他方の空間に解放された第2の開口を設けて構成し
たものである。
Further, in the soundproof structure of the present invention, the communicating means may be configured such that the steel pipe is a hollow pipe, and one end of the hollow pipe has a first opening opened in one space partitioned by the soundproof body. In addition to the above, the second end of the hollow tube is provided with a second opening which is opened in the other space partitioned by the soundproof body.

【0015】本発明に係る防音構造においては、鋼管を
隙間なく多数並行配置して防音体を構築してあるので、
該鋼管の長手方向については従来の防音パネルよりも格
段に剛性が向上する。そのため、発破音のうちの低周波
成分に防音体が共鳴して二次放射するといった懸念はほ
とんどなくなる。
In the soundproofing structure according to the present invention, a large number of steel pipes are arranged in parallel without gaps to construct a soundproofing body.
In the longitudinal direction of the steel pipe, the rigidity is remarkably improved as compared with the conventional soundproof panel. Therefore, there is almost no concern that the soundproof body resonates with the low frequency component of the blast sound and emits secondary radiation.

【0016】多数の鋼管はただ単に隙間なく並べるだけ
でもよいが、隣接する2本の鋼管を互いに溶接するよう
にしたならば、鋼管の長手方向のみならず、つなぎ方向
についてもその剛性が格段に向上し、発破音の低周波成
分による二次放射をより確実に防止することが可能とな
る。
Many steel pipes may be simply arranged side by side without any gap. However, if two adjacent steel pipes are welded to each other, the rigidity of the steel pipes in not only the longitudinal direction but also the connecting direction is remarkably increased. It is possible to more reliably prevent secondary radiation due to the low frequency component of the blast sound.

【0017】鋼管同士を溶接するにあたっては、現地に
て一本一本互いに溶接するようにしてもよいが、所定数
の鋼管を並設状態にて予め溶接接合してパネルユニット
とし、該パネルユニットを所定の連結手段を介して相互
に連結して前記防音体を構成するようにしたならば、防
音体をいくつかのパネルユニットに分割した状態で取り
扱うことが可能となり、搬送が容易になるとともに、現
地での溶接作業が回避されるので組立並びに解体を効率
よく行うことが可能となる。
When the steel pipes are welded to each other, they may be welded one by one on site. However, a predetermined number of steel pipes are welded in advance in a juxtaposed state to form a panel unit. Are connected to each other via a predetermined connecting means to constitute the soundproofing body.If the soundproofing body is divided into several panel units, it becomes possible to handle the soundproofing body. Since the on-site welding operation is avoided, the assembling and disassembly can be performed efficiently.

【0018】鋼管については、丸形でも角形でもよい
が、該鋼管を丸型鋼管としたならば、発破時に飛散した
岩石の衝撃を丸形鋼管の周面にて緩和することが可能と
なり、該鋼管の破損を未然に防止することができる。
The steel pipe may be round or square, but if the steel pipe is a round steel pipe, the impact of the rock scattered at the time of blasting can be reduced on the peripheral surface of the round steel pipe. Damage to the steel pipe can be prevented beforehand.

【0019】連通手段は、発破時の爆風圧を逃がして防
音体の破損を未然に防止できるもののであればどの場所
に設けてもよく、例えば、防音体の周縁に配置され鋼管
の端部を固定するための枠体に開口を設けて連通手段と
してもよいし、防音体の所定箇所に開口を設けて連通手
段としてもよいが、該連通手段を、前記鋼管を中空管と
し該中空管の他端に前記防音体を貫通する貫通管を前記
中空管内の中空空間に連通されるように接続して構成し
たならば、かかる鋼管及び貫通管は、ただ単に爆風圧を
逃がすのみならず、サイドブランチ型消音装置としても
作用し、爆風が抜ける際に生じる大きな爆風音の音圧を
大幅に低減することができる。
The communication means may be provided at any place as long as it can release the blast pressure at the time of blasting and prevent the damage of the soundproofing body beforehand. An opening may be provided in the frame for fixing as a communicating means, or an opening may be provided in a predetermined portion of the soundproofing body to serve as a communicating means. If a through pipe penetrating the soundproofing body is connected to the other end of the pipe so as to be communicated with the hollow space in the hollow pipe, the steel pipe and the penetrating pipe not only allow the blast pressure to escape but also Also, it acts as a side branch type silencer, and can greatly reduce the sound pressure of loud blast noise generated when the blast escapes.

【0020】また、前記連通手段を、前記鋼管を中空管
とし該中空管の一端に前記防音体で仕切られた一方の空
間に解放された第1の開口を設けるととともに、前記中
空管の他端に前記防音体で仕切られた他方の空間に解放
された第2の開口を設けて構成したならば、かかる鋼管
は、ただ単に爆風圧を逃がすのみならず、オリフィス型
消音装置としても作用し、爆風が抜ける際に生じる大き
な爆風音の音圧を大幅に低減することができる。
[0020] The communicating means may be a steel pipe having a hollow pipe, one end of the hollow pipe having a first opening which is open in one space partitioned by the soundproof body, and If the other end of the pipe is provided with a second opening which is opened in the other space partitioned by the soundproofing body, such a steel pipe can not only release the blast pressure but also serve as an orifice type silencer. And the sound pressure of the loud blast sound generated when the blast escapes can be greatly reduced.

【0021】[0021]

【発明の実施の形態】以下、本発明に係る防音構造の実
施の形態について、添付図面を参照して説明する。な
お、従来技術と実質的に同一の部品等については同一の
符号を付してその説明を省略する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a soundproof structure according to an embodiment of the present invention. It is to be noted that the same reference numerals are given to components and the like that are substantially the same as those in the conventional technology, and description thereof will be omitted.

【0022】図1、図2は、本実施形態に係る防音構造
の正面図及び断面図である。これらの図でわかるよう
に、本実施形態の防音構造11は、トンネル、例えばそ
の坑口に設置することを前提としたものであり、吹付コ
ンクリートで一次覆工が施されたトンネル内周面14に
該トンネルのアーチ形状に沿って曲げ加工された枠体と
してのH型鋼12を取り付けるとともに、トンネル底面
15に設置されたRC基礎13に予め埋設された鋼管建
込用凹部16に多数の丸形鋼管17の下端を互いに隣接
させた状態で隙間なく嵌め込むことで丸形鋼管17が柱
状に立設された防音体としての防音壁18を構成してあ
る。
1 and 2 are a front view and a sectional view of the soundproof structure according to the present embodiment. As can be seen from these figures, the soundproofing structure 11 of the present embodiment is based on the premise that the soundproofing structure 11 is installed in a tunnel, for example, a wellhead of the tunnel. An H-shaped steel 12 as a frame bent along the arch shape of the tunnel is attached, and a large number of round steel pipes are inserted into steel pipe building recesses 16 previously embedded in an RC foundation 13 installed on the tunnel bottom 15. A soundproof wall 18 as a soundproof body in which a round steel pipe 17 is erected in a columnar shape is formed by fitting the lower ends of the pipes 17 adjacent to each other without any gap.

【0023】ここで、丸形鋼管17は、図2(a)でよく
わかるように中空管として構成してあり、その上端に
は、防音壁18を貫通する連通手段としての貫通管19
を丸形鋼管17の中空内部に連通されるように接続して
あり、丸形鋼管17の上端は、かかる貫通管19を介し
て枠体であるH型鋼12に固定してある。丸形鋼管17
の径としては、例えば200〜250mm程度に設定す
るのがよい。
Here, the round steel pipe 17 is formed as a hollow pipe as can be clearly seen from FIG. 2 (a), and a penetrating pipe 19 as a communicating means penetrating the soundproof wall 18 is provided at the upper end thereof.
Are connected so as to communicate with the hollow interior of the round steel pipe 17, and the upper end of the round steel pipe 17 is fixed to the H-shaped steel 12 as a frame through the through pipe 19. Round steel pipe 17
Is preferably set to, for example, about 200 to 250 mm.

【0024】なお、防音壁18には、換気口20をはじ
め、作業員用扉21及び車両用扉22をそれぞれ開閉自
在に設置してあり、発破時には、これらの換気口並びに
扉を閉じることができるようになっている。
The soundproof wall 18 is provided with a ventilator 20, a worker's door 21 and a vehicle door 22 so as to be openable and closable. I can do it.

【0025】作業員用扉21、車両用扉22は片開きか
両開きかの違いはあるが、基本的には、上述した丸形鋼
管17を扉フレーム内に隙間なく嵌め込んだ点はほぼ同
じであるので、ここでは、車両用扉22についてのみ説
明する。
The worker's door 21 and the vehicle's door 22 have a difference between a single opening and a double opening, but basically, the point that the round steel pipe 17 described above is fitted into the door frame without any gap is almost the same. Therefore, here, only the vehicle door 22 will be described.

【0026】車両用扉22は、いわゆる観音開き形式の
扉であり、図3に示すような扉パネル23を対で構成し
てなる。扉パネル23は、図2(b)でもわかるように、
上端に貫通管19が接続された丸形鋼管17を四角形状
の扉フレーム31内に隙間なく嵌め込み、途中数カ所を
押さえ板32で固定して構成してある。なお、車両用扉
22の上方については、鋼管建込用フレーム33を水平
に架け渡し、該フレーム内に上端に貫通管19が接続さ
れた丸形鋼管17の下端を嵌め込んである。
The vehicle door 22 is a so-called double-door type door, and is constituted by a pair of door panels 23 as shown in FIG. As can be seen from FIG. 2 (b), the door panel 23
A round steel pipe 17 having a penetrating pipe 19 connected to the upper end thereof is fitted into a square door frame 31 without any gap, and is fixed at several points on the way with a holding plate 32. In addition, above the vehicle door 22, a steel pipe building frame 33 is hung horizontally, and the lower end of the round steel pipe 17 to which the through pipe 19 is connected at the upper end is fitted into the frame.

【0027】また、扉パネル23の丸形鋼管17同士
は、図4(a)に示すように、溶接41によって相互に接
合してあり、つなぎ方向の剛性を確保してある。なお、
扉パネル23以外の箇所については、後述するように現
地にて溶接することができる。
As shown in FIG. 4 (a), the round steel pipes 17 of the door panel 23 are joined to each other by welding 41 to secure rigidity in a connecting direction. In addition,
The portions other than the door panel 23 can be welded on site as described later.

【0028】本実施形態に係る防音構造を構築するに
は、吹付コンクリートで一次覆工が施されたトンネル内
周面14に該トンネルのアーチ形状に沿って曲げ加工さ
れたH型鋼12を取り付けるとともに、トンネル底面1
5に設置されたRC基礎13に鋼管建込用凹部16を予
め埋設する。
In order to construct the soundproof structure according to the present embodiment, an H-shaped steel 12 bent along the arch shape of the tunnel is attached to the inner peripheral surface 14 of the tunnel which has been primarily covered with shotcrete. , Tunnel bottom 1
The steel pipe building recess 16 is buried in the RC foundation 13 installed in 5 in advance.

【0029】次に、鋼管建込用凹部16に丸形鋼管17
の下端を互いに隣接させた状態で隙間なく嵌め込み、そ
の上端を貫通管19を介してH型鋼12に固定する。
Next, the round steel pipe 17 is inserted into the steel pipe building recess 16.
Are fitted without any gaps with their lower ends adjacent to each other, and their upper ends are fixed to the H-section steel 12 through the through pipes 19.

【0030】次に、丸形鋼管17同士を互いに溶接する
とともに、車両用扉22、作業員用扉21及び換気口2
0を設けて防音壁18を完成させる。なお、扉パネル2
3については、予め工場にて溶接組立を行ってから現地
に搬入するようにするのがよい。
Next, the round steel pipes 17 are welded to each other, and the vehicle door 22, the worker door 21, and the ventilation port 2 are welded.
0 is provided to complete the soundproof wall 18. In addition, door panel 2
As for 3, it is preferable to carry out welding and assembly at a factory in advance and then carry it into the site.

【0031】本実施形態の防音構造においては、多数の
丸形鋼管17を多数立設するとともにそれらを溶接で相
互に接合して防音壁としてあるため、長手方向及びつな
ぎ方向のいずれとも剛性が格段に向上しており、トンネ
ル内部で発生した発破音が到達しても、該発破音に含ま
れる低周波音に防音壁が共鳴することはなく、したがっ
て、該防音壁から低周波音が二次放射されるおそれはほ
とんどない。
In the soundproofing structure of the present embodiment, since a number of round steel pipes 17 are erected and joined together by welding to form a soundproof wall, the rigidity in both the longitudinal direction and the connecting direction is remarkably high. Even if the blast sound generated inside the tunnel arrives, the sound barrier does not resonate with the low-frequency sound included in the blast sound. There is almost no risk of radiation.

【0032】また、発破による爆風は、貫通管19を通
って坑外側へと抜けるので、防音壁18に爆風圧が直接
作用して破損するといったおそれはないとともに、爆風
が貫通管19を抜ける際、該貫通管に連通接続された丸
形鋼管17が貫通管19とともに共鳴型消音器として機
能するので、爆風が抜ける瞬間に発生する音は大幅に低
減する。
Further, since the blast due to the blast escapes to the outside of the mine through the through pipe 19, there is no possibility that the blast pressure acts directly on the soundproof wall 18 to cause breakage. Since the round steel pipe 17 connected to the penetrating pipe functions as a resonance type silencer together with the penetrating pipe 19, the sound generated at the moment when the blast escapes is greatly reduced.

【0033】すなわち、爆風が貫通管19を抜ける際、
丸形鋼管17の長さに応じた波長の音波が該鋼管内で共
鳴する。そして、丸形鋼管17内で共鳴する空気振動の
エネルギーは、貫通管19との出入りの際に摩擦による
熱エネルギーに変わって速やかに減衰する。
That is, when the blast passes through the penetration tube 19,
A sound wave having a wavelength corresponding to the length of the round steel pipe 17 resonates in the steel pipe. Then, the energy of the air vibration resonating in the round steel pipe 17 is rapidly attenuated instead of the thermal energy due to friction when entering and exiting the penetration pipe 19.

【0034】したがって、丸形鋼管17内の中空空間の
長さについては、発破音に含まれる低周波音の4分の1
波長程度に調整し、丸形鋼管17自体の長さが長すぎる
場合には、対象波長に合わせて鋼管内に隔壁を設けた
り、詰め物をしたりすればよい。
Therefore, the length of the hollow space in the round steel pipe 17 is one-fourth of the low-frequency sound included in the blast sound.
If the length is adjusted to about the wavelength and the length of the round steel pipe 17 itself is too long, a partition may be provided in the steel pipe or padding may be performed in accordance with the target wavelength.

【0035】以上説明したように、本実施形態に係る防
音構造によれば、丸形鋼管17を隙間なく多数並行配置
して防音壁18を構築したので、該鋼管の長手方向につ
いては従来の防音パネルよりも格段に剛性が向上する。
そのため、発破音のうちの低周波成分に防音壁全体が共
鳴して二次放射するといった懸念はほとんどなくなる。
As described above, according to the soundproofing structure of the present embodiment, the soundproof wall 18 is constructed by arranging a number of round steel pipes 17 in parallel without any gap, so that the conventional soundproofing is performed in the longitudinal direction of the steel pipes. Rigidity is significantly improved compared to panels.
Therefore, there is almost no concern that the entire soundproof wall resonates with the low frequency component of the blast sound and emits secondary radiation.

【0036】また、本実施形態によれば、隣接する2本
の丸形鋼管17を互いに溶接するようにしたので、丸形
鋼管17の長手方向のみならず、つなぎ方向についても
その剛性が格段に向上し、発破音の低周波成分による二
次放射をより確実に防止することが可能となる。
Further, according to the present embodiment, the two round steel pipes 17 adjacent to each other are welded to each other, so that the rigidity of the round steel pipes 17 is markedly increased not only in the longitudinal direction but also in the connecting direction. It is possible to more reliably prevent secondary radiation due to the low frequency component of the blast sound.

【0037】また、本実施形態によれば、鋼管として丸
形鋼管17を採用したので、発破時に飛散した岩石の衝
撃をその周面にて緩和することが可能となり、該鋼管の
破損を未然に防止することができる。
Further, according to the present embodiment, since the round steel pipe 17 is employed as the steel pipe, the impact of the rock scattered at the time of blasting can be mitigated on the peripheral surface, and the damage of the steel pipe can be prevented beforehand. Can be prevented.

【0038】なお、防音壁18における二次放射の低減
や該防音壁の破損の防止が図られた結果、大きな岩石の
衝突さえ避けるようにすれば、防音壁18にかなり近い
位置、例えば10m程度からでも発破による掘削が可能
となり、従来のように防音壁から50〜100m以上遠
ざかるまで効率の悪い機械掘削を行わねばならないとい
った事態を未然に防止することができる。
As a result of reducing the secondary radiation at the soundproof wall 18 and preventing damage to the soundproof wall 18, if even a large rock collision is avoided, a position quite close to the soundproof wall 18, for example, about 10 m. This makes it possible to excavate by blasting, and it is possible to prevent a situation in which inefficient mechanical excavation must be performed until the vehicle goes away from the soundproof wall by 50 to 100 m or more as in the related art.

【0039】また、本実施形態によれば、丸形鋼管17
を中空管とし該中空管の他端に防音壁18を貫通する貫
通管19を該中空管内の中空空間に連通されるように接
続したので、かかる中空の丸形鋼管17及び貫通管19
は、ただ単に爆風圧を逃がすのみならず、サイドブラン
チ型消音装置としても作用し、爆風が抜ける際に生じる
爆風音の音圧が大幅に低減される。
According to the present embodiment, the round steel pipe 17
Is a hollow pipe, and the other end of the hollow pipe is connected to a through pipe 19 penetrating the soundproof wall 18 so as to communicate with a hollow space in the hollow pipe.
Not only simply releases the blast pressure, but also acts as a side branch silencer, greatly reducing the sound pressure of the blast noise generated when the blast escapes.

【0040】なお、溶接で接合された丸形鋼管からなる
防音壁が十分な密閉性と綿密度とを保持しているため、
通常の騒音についても十分な遮音効果が期待できる。
Since the soundproof wall made of a round steel pipe joined by welding has a sufficient sealing property and cotton density,
A sufficient sound insulation effect can be expected for ordinary noise.

【0041】本実施形態では、トンネル、すなわち水平
方向への掘削における発破作業に適用した例を説明した
が、本発明は、例えば山岳トンネルにおける縦方向の換
気口を形成する際やシールドマシンが発進するための縦
坑における発破作業にも適用することができる。かかる
構成の場合、本発明の防音体は防音床となる。
In this embodiment, an example in which the present invention is applied to a blasting operation in a tunnel, that is, excavation in a horizontal direction has been described. However, the present invention is applicable to, for example, forming a vertical ventilation port in a mountain tunnel or starting a shield machine. Can also be applied to blasting work in shafts to perform blasting. In the case of such a configuration, the soundproof body of the present invention becomes a soundproof floor.

【0042】また、本実施形態では、隣接する2本の丸
形鋼管17を互いに溶接するようにしたが、十分な剛性
を確保できるのであれば、かかる溶接を省略し、ただ単
に隙間なく並べるだけでもよい。
In this embodiment, two adjacent round steel pipes 17 are welded to each other. However, if sufficient rigidity can be ensured, such welding is omitted, and the pipes are simply arranged without gaps. May be.

【0043】また、本実施形態では、防音壁18を構成
する丸形鋼管17を鉛直に並べたが、これを水平に並べ
てもよいし、丸形に代えて角形を採用してもよいことは
言うまでもない。
Further, in this embodiment, the round steel pipes 17 constituting the soundproof wall 18 are arranged vertically, but they may be arranged horizontally, or a square may be used instead of the round. Needless to say.

【0044】また、本実施形態では、丸形鋼管17を単
体で現地に搬入し、これを所定のトンネル断面位置に立
設した後、現地にて溶接作業を行うようにしたが、これ
に代えて、図4(b)に示すようなパネルユニット42を
予め工場にて製作し、これを現地にて組み立てるように
してもよい。
Further, in the present embodiment, the round steel pipe 17 is carried into the site alone and is erected at a predetermined tunnel sectional position, and then the welding operation is performed on site. Thus, the panel unit 42 as shown in FIG. 4B may be manufactured in a factory in advance and assembled on site.

【0045】すなわち、同図に示すパネルユニット42
は、例えば4本の丸形鋼管17を溶接41で相互に接合
して構成してあり、両端の丸形鋼管に溶接された連結手
段としての連結用平鋼43を、隣接するパネルユニット
42に同様に形成された連結用平鋼43に当接させ、か
かる状態でボルト44を貫通させてナット45で締結す
ることにより、隣接するパネルユニット42、42を相
互に接合できるようになっている。
That is, the panel unit 42 shown in FIG.
For example, four round steel pipes 17 are connected to each other by welding 41, and a connecting flat steel 43 as a connecting means welded to the round steel pipes at both ends is connected to an adjacent panel unit 42. The adjacent panel units 42, 42 can be joined to each other by abutting the connecting flat steel 43 formed in the same manner, and in this state, by passing the bolt 44 through and fastening with the nut 45.

【0046】かかる構成によれば、防音壁18をいくつ
かのパネルユニットに分割した状態で取り扱うことが可
能となり、搬送が容易になるとともに、現地での溶接作
業が回避されるので組立並びに解体を効率よく行うこと
が可能となる。
According to this configuration, it is possible to handle the soundproof wall 18 in a state of being divided into several panel units, which facilitates transportation and avoids welding work on site, so that assembly and disassembly can be performed. It can be performed efficiently.

【0047】また、本実施形態では、連通手段としてサ
イドブランチ型消音装置を採用したが、かかる構成にか
えて図5に示すようなオリフィス型消音装置を採用して
もよい。
Further, in this embodiment, the side branch type silencer is employed as the communication means, but an orifice type silencer as shown in FIG. 5 may be employed in place of such a configuration.

【0048】図5に示した連通手段は、2つのL型中空
部材51、51を中空の丸形鋼管17の両端に逆向きに
取り付けてなり、下側のL型中空部材51は、防音壁1
8で仕切られた一方の空間である坑内側空間に解放され
た第1の開口としての吸音口52となり、上側のL型中
空部材51は、防音壁18で仕切られた他方の空間であ
る坑外側空間に解放された第2の開口としての吐出口5
3となる。
In the communicating means shown in FIG. 5, two L-shaped hollow members 51, 51 are attached to both ends of a hollow round steel pipe 17 in opposite directions, and the lower L-shaped hollow member 51 is a soundproof wall. 1
8 is a sound absorbing opening 52 as a first opening released into the inside space of the pit, which is one space partitioned by 8, and the upper L-shaped hollow member 51 is a pit which is the other space partitioned by the soundproof wall 18. Discharge port 5 as a second opening released to the outer space
It becomes 3.

【0049】かかる構成によれば、丸形鋼管17は、た
だ単に爆風圧を逃がすのみならず、オリフィス型消音装
置としても作用し、吸音口52から入った爆風が吐出口
53から抜けていく際に爆風音の音圧低下が生じる。爆
風音の音圧低減の程度については、丸形鋼管17の管長
とその管径との比率に依存するので、発破の規模、低周
波音の音圧等を考慮して適宜定めればよい。
According to such a configuration, the round steel pipe 17 not only releases the blast pressure but also acts as an orifice type silencer. The sound pressure of the blast sound is reduced. The degree of sound pressure reduction of the blast sound depends on the ratio between the length of the round steel pipe 17 and the diameter thereof, and may be appropriately determined in consideration of the scale of the blast, the sound pressure of the low-frequency sound, and the like.

【0050】なお、発破に伴う可聴音の低減があまり必
要でないのであれば、ブランチ型消音装置やオリフィス
型消音装置といった消音機能を設ける必要はなく、防音
構造あるいは防音壁の損壊を防ぐ連通開口だけを設ける
ようにしてもよい。かかる連通開口は、例えば換気口2
0や、枠体であるH型鋼12に穿孔された連通開口でそ
の目的を達成することができる。
If it is not necessary to reduce the audible sound caused by the blasting, it is not necessary to provide a muffler such as a branch type muffler or an orifice type muffler. May be provided. Such a communication opening is, for example, a ventilation port 2
The object can be achieved with a communication opening formed in the H-shaped steel 12 which is a frame body.

【0051】[0051]

【発明の効果】以上述べたように、請求項1に係る本発
明の防音構造によれば、鋼管の長手方向については従来
の防音パネルよりも格段に剛性が向上する。そのため、
発破音のうちの低周波成分に防音体が共鳴して二次放射
するといった懸念はほとんどなくなる。
As described above, according to the soundproofing structure of the present invention according to the first aspect, the rigidity of the steel pipe in the longitudinal direction is significantly improved as compared with the conventional soundproofing panel. for that reason,
There is almost no concern that the soundproofing body resonates with the low-frequency components of the blasting sound and emits secondary radiation.

【0052】また、請求項2に係る本発明の防音構造に
よれば、鋼管の長手方向のみならず、つなぎ方向につい
てもその剛性が格段に向上し、発破音の低周波成分によ
る二次放射をより確実に防止することが可能となるとい
う効果も奏する。
According to the soundproofing structure of the present invention, the rigidity of not only the longitudinal direction but also the connecting direction of the steel pipe is remarkably improved, and the secondary radiation due to the low frequency component of the blasting sound is reduced. There is also an effect that the prevention can be performed more reliably.

【0053】また、請求項3に係る本発明の防音構造に
よれば、防音体をいくつかのパネルユニットに分割した
状態で取り扱うことが可能となり、搬送が容易になると
ともに、現地での溶接作業が回避されるので組立並びに
解体を効率よく行うことが可能となるという効果も奏す
る。
Further, according to the soundproof structure of the present invention, it is possible to handle the soundproof body in a state where the soundproof body is divided into several panel units. Is avoided, so that the assembling and disassembly can be performed efficiently.

【0054】また、請求項4に係る本発明の防音構造に
よれば、発破時に飛散した岩石の衝撃を円形鋼管の周面
にて緩和することが可能となり、防音体の破損を未然に
防止することができるという効果も奏する。
Further, according to the soundproofing structure of the present invention, the impact of the rock scattered at the time of blasting can be mitigated on the peripheral surface of the circular steel pipe, thereby preventing damage to the soundproofing body. It also has the effect that it can be done.

【0055】また、請求項5に係る本発明の防音構造に
よれば、中空の鋼管及び貫通管は、ただ単に爆風圧を逃
がすのみならず、サイドブランチ型消音装置としても作
用し、爆風が抜ける際に生じる大きな爆風音の音圧が大
幅に低減されるという効果も奏する。
According to the soundproof structure of the present invention, the hollow steel pipe and the through pipe not only allow the blast pressure to escape but also act as a side branch type silencer, and the blast escapes. There is also an effect that the sound pressure of a large blast sound generated at that time is greatly reduced.

【0056】また、請求項6に係る本発明の防音壁によ
れば、鋼管は、ただ単に爆風圧を逃がすのみならず、オ
リフィス型消音装置としても作用し、爆風が抜ける際に
生じる大きな爆風音の音圧が大幅に低減されるという効
果も奏する。
According to the soundproof wall of the present invention according to claim 6, the steel pipe not only merely releases the blast pressure, but also acts as an orifice type silencer, and generates a large blast sound generated when the blast escapes. Also, the effect that the sound pressure of the sound is greatly reduced is produced.

【0057】[0057]

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

【図1】本実施形態に係る防音構造の図であり、(a)は
正面図、(b)はA―A線に沿う水平断面図。
1A and 1B are diagrams of a soundproof structure according to an embodiment, wherein FIG. 1A is a front view, and FIG. 1B is a horizontal cross-sectional view along line AA.

【図2】本実施形態に係る防音構造の図であり、(a)は
図1のB―B線に沿う鉛直断面図、(b)はB′―B′線
に沿う鉛直断面図。
FIGS. 2A and 2B are diagrams of a soundproof structure according to the present embodiment, in which FIG. 2A is a vertical cross-sectional view along the line BB of FIG. 1, and FIG. 2B is a vertical cross-sectional view along the line B′-B ′.

【図3】扉パネルの正面図。FIG. 3 is a front view of a door panel.

【図4】防音壁の部分断面図であり、(a)は図3のC―
C線に沿う扉パネルの断面図、(b)は変形例に係るパネ
ルユニットの断面図。
FIG. 4 is a partial cross-sectional view of the soundproof wall, and FIG.
Sectional drawing of the door panel which follows the C line, (b) is sectional drawing of the panel unit which concerns on a modification.

【図5】変形例に係る連通手段を示した鉛直断面図。FIG. 5 is a vertical sectional view showing a communication unit according to a modification.

【図6】従来技術における防音壁の全体斜視図。FIG. 6 is an overall perspective view of a soundproof wall according to the related art.

【符号の説明】[Explanation of symbols]

11 防音構造 17 丸形鋼管(鋼管) 18 防音壁(防音体) 19 貫通管(連通手段) 23 扉パネル(防音体) 41 溶接 42 パネルユニット(防音体) 51 L型中空部材(連通手段) 11 soundproof structure 17 round steel pipe (steel pipe) 18 soundproof wall (soundproof body) 19 penetration pipe (communication means) 23 door panel (soundproof body) 41 welding 42 panel unit (soundproof body) 51 L-shaped hollow member (communication means)

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 鋼管を互いに隣接させた状態で多数並行
配置して防音体を構成するとともに、該防音体で仕切ら
れた2つの空間を相互に連通させる連通手段を設けたこ
とを特徴とする防音構造。
1. A soundproofing device comprising a plurality of steel pipes arranged adjacent to each other in parallel to form a soundproofing body, and a communication means for communicating two spaces separated by the soundproofing body with each other. Soundproof structure.
【請求項2】 前記鋼管のうち、隣接する2本の鋼管を
互いに溶接するようにした請求項1記載の防音構造。
2. The soundproof structure according to claim 1, wherein two adjacent steel pipes among said steel pipes are welded to each other.
【請求項3】 所定数の鋼管を並設状態にて予め溶接接
合してパネルユニットとし、該パネルユニットを所定の
連結手段を介して相互に連結して前記防音体を構成する
ようにした請求項2記載の防音構造。
3. The soundproof body according to claim 1, wherein a predetermined number of steel pipes are welded in advance in a juxtaposed state to form a panel unit, and the panel units are connected to each other via predetermined connection means. Item 2. The soundproofing structure according to Item 2.
【請求項4】 前記鋼管を丸型鋼管とした請求項1記載
の防音構造。
4. The soundproof structure according to claim 1, wherein said steel pipe is a round steel pipe.
【請求項5】 前記連通手段を、前記鋼管を中空管とし
該中空管の他端に前記防音体を貫通する貫通管を前記中
空管内の中空空間に連通されるように接続して構成した
請求項1記載の防音構造。
5. The communication means wherein the steel pipe is a hollow pipe, and a through pipe penetrating the soundproof body is connected to the other end of the hollow pipe so as to communicate with a hollow space in the hollow pipe. The soundproof structure according to claim 1.
【請求項6】 前記連通手段を、前記鋼管を中空管とし
該中空管の一端に前記防音体で仕切られた一方の空間に
解放された第1の開口を設けるととともに、前記中空管
の他端に前記防音体で仕切られた他方の空間に解放され
た第2の開口を設けて構成した請求項1記載の防音構
造。
6. The communication means, wherein the steel pipe is a hollow pipe, and one end of the hollow pipe is provided with a first opening which is open in one space partitioned by the soundproof body, and the hollow pipe is provided with the first opening. 2. The soundproofing structure according to claim 1, wherein the other end of the pipe is provided with a second opening which is opened in the other space partitioned by the soundproofing body.
JP28609397A 1997-10-02 1997-10-02 Soundproof structure Expired - Fee Related JP4110287B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28609397A JP4110287B2 (en) 1997-10-02 1997-10-02 Soundproof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28609397A JP4110287B2 (en) 1997-10-02 1997-10-02 Soundproof structure

Publications (2)

Publication Number Publication Date
JPH11107672A true JPH11107672A (en) 1999-04-20
JP4110287B2 JP4110287B2 (en) 2008-07-02

Family

ID=17699855

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28609397A Expired - Fee Related JP4110287B2 (en) 1997-10-02 1997-10-02 Soundproof structure

Country Status (1)

Country Link
JP (1) JP4110287B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007303174A (en) * 2006-05-11 2007-11-22 Chugoku Electric Power Co Inc:The Soundproof equipment and soundproof method
JP2015083756A (en) * 2013-10-25 2015-04-30 三井住友建設株式会社 Tunnel low frequency sound reduction device
JP2016138384A (en) * 2015-01-27 2016-08-04 株式会社錢高組 Blasting sound mitigating device in closed space
JP2016156191A (en) * 2015-02-25 2016-09-01 飛島建設株式会社 Tunnel blasting sound reduction device
JP2018204263A (en) * 2017-06-01 2018-12-27 株式会社大林組 Protection door and blast protection method in tunnel pit
JP2020079487A (en) * 2018-11-12 2020-05-28 鹿島建設株式会社 Silencer for tunnel
CN112813865A (en) * 2020-12-30 2021-05-18 中铁六局集团北京铁路建设有限公司 Construction method of large-span thin-wall concrete sound barrier

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007303174A (en) * 2006-05-11 2007-11-22 Chugoku Electric Power Co Inc:The Soundproof equipment and soundproof method
JP2015083756A (en) * 2013-10-25 2015-04-30 三井住友建設株式会社 Tunnel low frequency sound reduction device
JP2016138384A (en) * 2015-01-27 2016-08-04 株式会社錢高組 Blasting sound mitigating device in closed space
JP2016156191A (en) * 2015-02-25 2016-09-01 飛島建設株式会社 Tunnel blasting sound reduction device
JP2018204263A (en) * 2017-06-01 2018-12-27 株式会社大林組 Protection door and blast protection method in tunnel pit
JP2020079487A (en) * 2018-11-12 2020-05-28 鹿島建設株式会社 Silencer for tunnel
CN112813865A (en) * 2020-12-30 2021-05-18 中铁六局集团北京铁路建设有限公司 Construction method of large-span thin-wall concrete sound barrier

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