JPH0412332B2 - - Google Patents
Info
- Publication number
- JPH0412332B2 JPH0412332B2 JP59171037A JP17103784A JPH0412332B2 JP H0412332 B2 JPH0412332 B2 JP H0412332B2 JP 59171037 A JP59171037 A JP 59171037A JP 17103784 A JP17103784 A JP 17103784A JP H0412332 B2 JPH0412332 B2 JP H0412332B2
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- continuous wall
- vibration isolation
- wall
- isolation layer
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
この発明は、連続壁による防振法に関するもの
である。
This invention relates to a vibration isolation method using continuous walls.
従来、例えば自動車道や鉄道等の車道1から隣
接地2に伝播する通過車両による振動騒音を遮断
する防振法として第3図に例示した方法が知られ
ている。この方法は、車道1と隣接地2との間に
深い溝3を設け、該溝3によつて車道の直線状伝
播を阻止し、そして、該振動を隣接地2の広い範
囲に分散させて吸振する方法である。
又、第4図に示す如く、車道1と隣接地2の境
界地に壁体パイル4,4…を連接状に沈設して連
続壁5を構成し、車道1の振動を該連続壁5によ
つて迂回させ乍ら広い範囲に分散させ、以て、前
記振動を吸振しようとする方法も知られている、
又、前記連続壁の構築法として特開昭51−
13114号公報記載の矢板方式或は、特開昭51−
131113号公報記載のカツトウオールを用いたもの
も知られている。
BACKGROUND ART Conventionally, a method illustrated in FIG. 3 has been known as an anti-vibration method for blocking vibration noise caused by passing vehicles propagating from a roadway 1 such as a motorway or a railway to an adjacent area 2. In this method, a deep groove 3 is provided between the roadway 1 and the adjacent land 2, the groove 3 prevents linear propagation of the roadway, and the vibration is dispersed over a wide range of the adjacent land 2. This is a method of absorbing vibrations. Furthermore, as shown in FIG. 4, wall piles 4, 4, . A method of absorbing the vibration by detouring the vibration and dispersing it over a wide area is also known.
The sheet pile method described in Publication No. 13114 or JP-A-51-
There is also known one using Katsuto wall described in Japanese Patent No. 131113.
上記従来の方法によつては、未だ車道から伝播
される振動を充分に吸振することはできない。例
えば、連続壁の側面に発泡スチロール等を接着剤
にて接着したものを用いても、振動エネルギーが
大である場合は、連続壁と一体に接合された前記
発泡スチロールも該連続壁と殆ど一体に作用し、
或は該発泡スチロール間の間際から前記振動が直
接連続壁に伝播されるので、未だ充分とは言えな
い。
そこで、前記連続壁を用いて充分に車道の振動
を防振できるようにするために解決せらるべき技
術的課題が生じてくるのであり、本発明は該課題
を解決することを目的とする。
The conventional methods described above still cannot sufficiently absorb vibrations propagated from the roadway. For example, even if foamed polystyrene or the like is bonded to the side surface of a continuous wall with adhesive, if the vibration energy is large, the foamed polystyrene bonded integrally with the continuous wall will also act almost integrally with the continuous wall. death,
Alternatively, the vibration is directly propagated to the continuous wall from just between the foamed polystyrene sheets, so it is still not sufficient. Therefore, a technical problem arises that must be solved in order to be able to sufficiently dampen roadway vibration using the continuous wall, and the present invention aims to solve this problem.
本発明は上記目的を達成するために提案せられ
たものであり、壁体パイルを連接状に沈設して成
る連続壁にて振動伝播を遮断しようとする防振法
に於て、前記連続壁の接地側壁面に弾性材から成
る防振板を該接地側壁面に接触できるように地中
に沈設して防振層を形成したことを特徴とする連
続壁による防振法を提供せんとするものである。
The present invention has been proposed in order to achieve the above object, and is a vibration isolation method that attempts to block vibration propagation using a continuous wall formed by sinking wall piles in a connected manner. To provide a vibration isolation method using a continuous wall, characterized in that a vibration isolating plate made of an elastic material is sunk underground so as to be in contact with the grounding side wall surface of a grounding side wall to form a vibration isolation layer. It is something.
本発明は、連続壁の接地側壁面に弾性材から成
る防振板を該側壁面に接触するように沈設してい
るため、該防振板と前記連続壁の相剰作用によつ
て大なる振動エネルギーの場合であつても、人間
の受忍可能な程度まで車道から伝播する振動を吸
収し、或は分散させて防振させる。
In the present invention, a vibration isolating plate made of an elastic material is sunk on the ground side wall surface of the continuous wall so as to be in contact with the side wall surface. Even in the case of vibrational energy, the vibrations propagated from the roadway are absorbed or dispersed to an extent that is tolerable to humans for vibration isolation.
以下、本発明の一実施例を別紙添付の第1図及
び第2図に従つて詳述する。図に於て、複数本の
壁体パイル6,6…を連接状に地中に沈設して連
続壁Aを構築する。而して、之等の壁体パイル
6,6…は標準仕様のものを用いるを可とする。
然るときは、該連続壁Aを構築するための特製の
ものを製作する必要がなく、作業性もよく、且つ
低廉である。更に、該壁体パイル6,6…は所定
深さまで沈設せられて該連続壁Aを構築するもの
であるが、この連続壁Aの接地側壁面aの所定の
深さに及んで、ゴム板、合成樹脂板の如き弾力材
より成る防振板7を該接地側壁面aに接触するよ
うに地中に沈設して防振層Tを形成する。斯くし
て該防振層Tは前記連続壁Aの接地側壁面aに接
触するように地中に沈設され、そして、地中に発
生している振動を先ず、該防振層Tによつて吸収
して緩衝し、そして、該防振層Tによつて吸収で
きずに該防振層Tを通過する振動を前記連続壁A
にて吸収することになり、防振層Tと連続壁Aと
の相剰作用にて大なる振動エネルギーも殆ど吸収
できる。
尚、図中符号8は筋材であり、9は目地を示
す。
Hereinafter, one embodiment of the present invention will be described in detail with reference to FIGS. 1 and 2 attached hereto. In the figure, a continuous wall A is constructed by sinking a plurality of wall piles 6, 6... into the ground in a connected manner. Therefore, it is possible to use standard specification wall piles 6, 6, etc.
In such a case, there is no need to manufacture a special product for constructing the continuous wall A, and the workability is good and the cost is low. Further, the wall piles 6, 6... are sunk to a predetermined depth to construct the continuous wall A, and a rubber plate is installed to a predetermined depth on the ground side wall surface a of the continuous wall A. A vibration isolating plate 7 made of a resilient material such as a synthetic resin plate is sunk underground so as to be in contact with the ground side wall surface a to form a vibration isolating layer T. In this way, the vibration isolating layer T is sunk underground so as to be in contact with the ground side wall surface a of the continuous wall A, and the vibrations occurring underground are first absorbed by the vibration isolating layer T. The continuous wall A absorbs and buffers vibrations that cannot be absorbed by the vibration isolation layer T and passes through the vibration isolation layer
Most of the large vibration energy can be absorbed by the interaction between the vibration isolation layer T and the continuous wall A. In addition, the code|symbol 8 in the figure is a reinforcing material, and 9 shows a joint.
この発明の連続壁による防振法は、上述せる一
実施例にて詳述せる如く、壁体パイルを連接状に
沈設して構築した連続壁の接地側壁面に防振層を
設けているので、地中から該連続壁に向つて伝播
する振動は、先ず、前記防振層によつて吸収され
ることになる。而して、該防振層によつて吸収し
きれずに、該防振層を通過した振動のみが前記連
続壁によつて更に吸収されることになる。即ち、
弾力性の大なる前記防振層によつて振動数の低い
振動が吸収され、そして、振動数の高い振動が剛
性の大なる連続壁によつて分散吸収されるので、
該連続壁と防振層の相剰作用により全体として広
い帯域の振動を吸収できる。依つて大なる振動エ
ネルギーの場合であつても人間を受忍可能な程度
までの防振効果が得られるようになる。
The vibration isolation method using a continuous wall of this invention, as detailed in the above-mentioned embodiment, provides a vibration isolation layer on the ground side wall surface of a continuous wall constructed by sinking wall piles in a connected manner. The vibrations propagating from underground toward the continuous wall are first absorbed by the vibration isolation layer. Therefore, only the vibrations that have passed through the vibration isolation layer without being completely absorbed by the vibration isolation layer are further absorbed by the continuous wall. That is,
Low frequency vibrations are absorbed by the highly elastic vibration isolation layer, and high frequency vibrations are dispersed and absorbed by the highly rigid continuous wall.
Due to the mutual action of the continuous wall and the vibration isolation layer, vibrations in a wide band can be absorbed as a whole. Even in the case of large vibration energy, it is possible to obtain a vibration isolation effect tolerable to humans.
図は本発明の一実施例を示し、第1図はその縦
断側面図、第2図は第1図−線断面図、第3
図及び第4図は従来の防振装置の縦断側面図であ
る。
The drawings show one embodiment of the present invention, in which Fig. 1 is a vertical sectional side view, Fig. 2 is a sectional view taken along the line of Fig. 1, and Fig. 3 is a sectional view taken along the line shown in Fig.
FIG. 4 is a longitudinal sectional side view of a conventional vibration isolator.
【符号の説明】、6……壁体パイル、A……連
続壁、7………防振板、T……防振層、a……接
地側壁面。[Explanation of symbols], 6...Wall pile, A...Continuous wall, 7...Vibration isolation plate, T...Vibration isolation layer, a...Grounding side wall surface.
Claims (1)
て振動伝播を遮断しようとする防振法に於て、前
記連続壁の接地側壁面に弾性材から成る防振板を
該接地側壁面に接触できるように地中に沈設して
防振層を形成したことを特徴とする連続壁による
防振法。1. In a vibration isolation method that attempts to block vibration propagation with a continuous wall made by sinking wall piles in a connected manner, a vibration isolating plate made of an elastic material is installed on the ground side wall surface of the continuous wall. A vibration isolation method using a continuous wall, which is characterized by forming a vibration isolation layer by sinking it underground so that it can come into contact with the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17103784A JPS6149032A (en) | 1984-08-17 | 1984-08-17 | Prevention of vibration in continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17103784A JPS6149032A (en) | 1984-08-17 | 1984-08-17 | Prevention of vibration in continuous wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6149032A JPS6149032A (en) | 1986-03-10 |
| JPH0412332B2 true JPH0412332B2 (en) | 1992-03-04 |
Family
ID=15915914
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17103784A Granted JPS6149032A (en) | 1984-08-17 | 1984-08-17 | Prevention of vibration in continuous wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6149032A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0233593U (en) * | 1988-08-23 | 1990-03-02 | ||
| JPH03257226A (en) * | 1990-03-06 | 1991-11-15 | Fujita Corp | Vibration isolation method for underground frame walls in underground structures |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5113114A (en) * | 1974-07-24 | 1976-02-02 | Ichiro Ishii | Shindono denpanoshadansuru yaita |
| JPS51131113A (en) * | 1975-05-08 | 1976-11-15 | Sentoraru Enjiniaringu Kk | Method of preventing sinking of foundation and damping underground vibration |
-
1984
- 1984-08-17 JP JP17103784A patent/JPS6149032A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6149032A (en) | 1986-03-10 |
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