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JPH053489B2 - - Google Patents
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JPH053489B2 - - Google Patents

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Publication number
JPH053489B2
JPH053489B2 JP25698386A JP25698386A JPH053489B2 JP H053489 B2 JPH053489 B2 JP H053489B2 JP 25698386 A JP25698386 A JP 25698386A JP 25698386 A JP25698386 A JP 25698386A JP H053489 B2 JPH053489 B2 JP H053489B2
Authority
JP
Japan
Prior art keywords
vibration
vibration isolation
underground
walls
wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP25698386A
Other languages
Japanese (ja)
Other versions
JPS63114726A (en
Inventor
Seiji Wakamatsu
Hiroaki Nagaoka
Nobuaki Sakaki
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.)
JFE Engineering Corp
Original Assignee
Nippon Kokan 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 Nippon Kokan Ltd filed Critical Nippon Kokan Ltd
Priority to JP25698386A priority Critical patent/JPS63114726A/en
Publication of JPS63114726A publication Critical patent/JPS63114726A/en
Publication of JPH053489B2 publication Critical patent/JPH053489B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 この発明は例えば振動公害を遮断する地中防振
壁に関する。 〔従来の技術〕 従来の地盤振動防振壁としては以下に示すよう
なものがある。 (1) 空溝を設けて振動の伝播を防ぐようにしたも
の、 (2) 発泡スチロール等の発泡材料を単純に並列し
た壁面をつくり振動を遮断したもの、 (3) コンクリート壁によつて、振動を遮断したも
の、 (4) 鋼壁によつて、振動を遮断したもの、 (5) 発泡材料とコンクリートの複合壁によつて、
振動を遮断したもの、 (6) 乾燥砂を材料として用いた防振壁、 (7) ゴムを防振材料とした防振壁、 (8) 鋼矢板に振動遮断材をはりつけたもの、 (9) 空気袋を空溝に詰めたもの、 これら防振壁の振動遮断の原理は、波動インピ
ーダンスρV(ρ:振動媒体の密度、V:振動の伝
播速度)のちがいによる波動の反射の性質を利用
したものである。従つて、地中壁としてはその地
盤に比べて、波動インピータンスや壁幅など振動
の反射量の多いもの、換言すれば波動の透過量の
少ないものがよい。 又、一つの地中壁で反射した振動は、加振源側
の地盤の方向あるいは地中の下方に伝播してい
く。 地盤の下方に伝播した振動は、地中壁を回折し
て伝わる。 その振動は地中の下方から上方へ回つて伝播
し、地表面に達するものである。従つて、防振壁
の反対側へ伝播する振動は、地中壁を透過する成
分と防振壁の下方からまわり込む振動の成分の和
となる。 防振壁の下方からまわり込む振動の成分を、十
分な防振効果が得られる量におさえるためには、
防振壁の深さを伝播する振動の波長λの1/2λ〜
λとすればよい。 〔発明が解決しようとする問題点〕 上記のような従来の地中防振壁においては防振
壁材料として一般に用いられるコンクリート、
鋼、木材など地盤より固い(ヤング係数の大き
い)材料は、振動を伝える効果が大きく、反射す
る効果が小さいため防振効果はきわめて小さい。 対象地盤より柔らかく、ヤング係数の小さい材
料、例えば発泡スチロール等は、柔らかい程防振
効果が大きい。しかし、十分な防振効果を得よう
とすれば、地中壁を深くしなければならない。 発泡スチロール等は比重が1よりかなり小さく
0.02〜0.1であるから地下水の浮力で浮きあがる
きらいがある。また軽くてヤング係数が小さいた
め、その地中壁が土圧に耐えられなく押つぶされ
てしまう。土圧に耐える様に、ヤング係数を大き
くすると防振効果がなくなると言う問題があつ
た。 又従来の防振壁は、地中の深さ方向に一様な材
料を用いているため、最深部の土圧に耐える様な
固い材料を壁材として用いると防振効果がなくな
るという問題もあつた。 この発明においては地中の深部では土圧に耐え
かつ弾性波を反射する地中防振壁を開発すること
を目的とする。 〔問題点を解決するための手段〕 この発明に係る地中防振壁においては、振動源
と防振体の間に対向する壁体を設け、この壁体の
間に土圧に耐え、かつヤング係数が出来るだけ小
さい部材を上部から下部に行くに従つて次第に上
記部材のヤング係数が大きくなるように配置した
ものである。 〔作用〕 この発明においては振動源より発した弾性波は
地中防振壁によつて反射される。この地中防振壁
の下部に設けたヤング係数の比較的大きい材料は
土圧に耐える。 〔実施例〕 第1図はこの発明の一実施例の断面図である。
図において、1は3Hzの振動源11が存在する地
盤、1aは防振体12が存在する地盤、1bは地
表面、2,2aは鋼板、鋼矢板、鉄筋コンクリー
ト、合板などから成る対向する壁体、3は壁体
2,2aにまたがつて設けた上蓋、4〜4hは深
くなるに従つてヤング係数Eが次第に大きくなる
ように積層し、かつ浮上防止のため壁体2,2a
に接着して設けた発砲スチロール、10は入力振
動を3〜5dB低減できる地中防振壁、13,13
aは振動の伝播方向を示す矢印である。 次にこの動作について説明する。振動体11よ
り発した振動は主にP波(縦波)、S波(横波)、
レーリー波を含み矢印13の方向に伝播するが一
部は地中防振壁10(幅0.5m、深さ50m、発泡
スチロール材)によつて反射され他の一部は矢印
13aの方向へ伝播され防振体12に到る。 地中防振壁10によつて反射される理由は従来
の技術の説明の項で述べたように波動インピーダ
ンスρVの相異によるものである。 念のために地盤1,1aと、最上部の発泡スチ
ロール4と、最下部の発泡スチロール4hの物理
的諸元を掲載すれば下表のようである。
[Industrial Field of Application] The present invention relates to an underground vibration isolation wall that blocks vibration pollution, for example. [Prior Art] Conventional ground vibration isolation walls include the following. (1) A structure with air grooves to prevent the propagation of vibrations, (2) A wall surface made of simply parallel foam materials such as Styrofoam to isolate vibrations, and (3) A concrete wall that blocks vibrations. (4) Vibration isolation by steel walls; (5) Vibration isolation by foam and concrete composite walls.
(6) Vibration isolation walls made of dry sand, (7) Vibration isolation walls made of rubber, (8) Vibration isolation materials attached to steel sheet piles, (9) ) The principle of vibration isolation of these vibration isolation walls is based on the property of wave reflection due to the difference in wave impedance ρV (ρ: density of the vibration medium, V: vibration propagation velocity). This is what I did. Therefore, the underground wall should preferably have a greater amount of vibration reflection, such as wave impedance and wall width, than the ground, or in other words, one that has less wave transmission. In addition, vibrations reflected by one underground wall propagate toward the ground on the side of the vibration source or downward underground. Vibrations that propagate downward through the ground are transmitted through the underground walls by diffraction. The vibrations propagate from below the ground to above, reaching the ground surface. Therefore, the vibration propagating to the opposite side of the vibration isolation wall is the sum of the component that passes through the underground wall and the component of the vibration that wraps around from below the vibration isolation wall. In order to suppress the vibration components that circulate from below the vibration isolation wall to an amount that provides a sufficient vibration isolation effect,
1/2λ of the wavelength λ of vibration propagating through the depth of the vibration isolation wall
It may be λ. [Problems to be solved by the invention] In the conventional underground vibration isolation walls as described above, concrete, which is generally used as the vibration isolation wall material,
Materials that are harder than the ground (have a large Young's modulus), such as steel and wood, have a large vibration-transmitting effect and a small reflection effect, so their anti-vibration effect is extremely small. When using a material that is softer than the target ground and has a smaller Young's modulus, such as expanded polystyrene, the softer the material, the greater the vibration damping effect. However, in order to obtain sufficient vibration-proofing effects, the underground walls must be made deeper. Styrofoam etc. have a specific gravity much smaller than 1.
Since it is 0.02 to 0.1, it tends to float due to the buoyancy of groundwater. Also, because it is light and has a small Young's modulus, its underground walls cannot withstand earth pressure and are crushed. There was a problem that if the Young's modulus was increased to withstand earth pressure, the vibration damping effect would be lost. In addition, because conventional vibration isolation walls use materials that are uniform in the depth direction of the ground, there is the problem that if a hard material that can withstand the earth pressure at the deepest part is used as a wall material, the vibration isolation effect will be lost. It was hot. The purpose of this invention is to develop an underground vibration isolation wall that can withstand earth pressure deep underground and reflect elastic waves. [Means for Solving the Problems] In the underground vibration isolation wall according to the present invention, opposing walls are provided between the vibration source and the vibration isolation body, and there is a structure between the walls that can withstand earth pressure and The members having the smallest possible Young's modulus are arranged so that the Young's modulus of the member gradually increases from the top to the bottom. [Operation] In this invention, elastic waves emitted from a vibration source are reflected by the underground vibration isolation wall. The material with a relatively high Young's modulus provided at the bottom of this underground vibration isolation wall can withstand earth pressure. [Embodiment] FIG. 1 is a sectional view of an embodiment of the present invention.
In the figure, 1 is the ground where the 3Hz vibration source 11 exists, 1a is the ground where the vibration isolator 12 is, 1b is the ground surface, and 2 and 2a are opposing walls made of steel plates, steel sheet piles, reinforced concrete, plywood, etc. , 3 is an upper cover provided astride the walls 2, 2a, 4 to 4h are laminated so that the Young's coefficient E gradually increases as the depth increases, and walls 2, 2a are provided to prevent floating.
10 is an underground vibration isolation wall that can reduce input vibration by 3 to 5 dB, 13, 13
a is an arrow indicating the direction of vibration propagation. Next, this operation will be explained. The vibrations emitted from the vibrating body 11 are mainly P waves (longitudinal waves), S waves (transverse waves),
It contains Rayleigh waves and propagates in the direction of arrow 13, but part of it is reflected by the underground vibration isolation wall 10 (0.5 m wide, 50 m deep, made of polystyrene foam), and the other part propagates in the direction of arrow 13a. The vibration isolator 12 is reached. The reason why the waves are reflected by the underground vibration isolation wall 10 is due to the difference in wave impedance ρV, as described in the description of the prior art. Just to be sure, the physical specifications of the ground 1, 1a, the uppermost Styrofoam 4, and the lowermost Styrofoam 4h are shown in the table below.

〔発明の効果〕〔Effect of the invention〕

この発明は以上説明したように、地中防振壁に
おいて防振体と振動源の間に対向する壁体を設
け、この壁体の間に土圧に耐える範囲においてヤ
ング係数の小さい部材を上部に、下部(深部)に
行くに従つて連続してヤング係数が大きくなるよ
うに配置したので、簡単な構造でありながら有害
な振動を反射して防振体を保護することの他に、
土圧に耐える効果がある。
As explained above, this invention provides an underground vibration isolation wall with opposing walls between the vibration isolation body and the vibration source, and a member with a small Young's modulus is placed in the upper part between the walls within a range that can withstand earth pressure. In addition to protecting the vibration isolator by reflecting harmful vibrations despite its simple structure,
It has the effect of withstanding earth pressure.

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

第1図はこの発明の一実施例の断面図、第2図
はこの発明の効果を比較するためのシユミレーシ
ヨン線図である。図において、1,1aは地盤、
2,2aは壁体、3は上蓋、4〜4hは発泡スチ
ロール、10は地中防振壁、11は振動源、12
は防振体、13,13aは矢印である。 なお各図中、同一符号は同一又は相当部分を示
す。
FIG. 1 is a sectional view of one embodiment of the present invention, and FIG. 2 is a simulation diagram for comparing the effects of the present invention. In the figure, 1 and 1a are the ground,
2, 2a are walls, 3 is a top cover, 4 to 4h are polystyrene foam, 10 is an underground vibration isolation wall, 11 is a vibration source, 12
is a vibration isolator, and 13 and 13a are arrows. In each figure, the same reference numerals indicate the same or corresponding parts.

Claims (1)

【特許請求の範囲】[Claims] 1 振動源と防振体の間に対向する壁体を設け、
この壁体の間に土圧に耐え、かつヤング係数が出
来るだけ小さい部材を上部から下部に行くに従つ
て次第に上記部材のヤング係数が大きくなるよう
に配置したことを特徴とする地中防振壁。
1. Provide an opposing wall between the vibration source and the vibration isolator,
An underground vibration isolation system characterized in that members that can withstand earth pressure and have as small a Young's modulus as possible are arranged between the walls so that the Young's modulus of the members gradually increases from the top to the bottom. wall.
JP25698386A 1986-10-30 1986-10-30 Underground vibration-insulating wall Granted JPS63114726A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25698386A JPS63114726A (en) 1986-10-30 1986-10-30 Underground vibration-insulating wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25698386A JPS63114726A (en) 1986-10-30 1986-10-30 Underground vibration-insulating wall

Publications (2)

Publication Number Publication Date
JPS63114726A JPS63114726A (en) 1988-05-19
JPH053489B2 true JPH053489B2 (en) 1993-01-14

Family

ID=17300093

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25698386A Granted JPS63114726A (en) 1986-10-30 1986-10-30 Underground vibration-insulating wall

Country Status (1)

Country Link
JP (1) JPS63114726A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006125151A (en) * 2004-11-01 2006-05-18 Tokyu Construction Co Ltd Vibration-proofing structure and vibration prevention method in ground
JP2011042952A (en) * 2009-08-20 2011-03-03 Sekisui Plastics Co Ltd Vibration-proof wall

Also Published As

Publication number Publication date
JPS63114726A (en) 1988-05-19

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