JPH0719282A - Vibration insulating noise absorbing body - Google Patents

Vibration insulating noise absorbing body

Info

Publication number
JPH0719282A
JPH0719282A JP16266893A JP16266893A JPH0719282A JP H0719282 A JPH0719282 A JP H0719282A JP 16266893 A JP16266893 A JP 16266893A JP 16266893 A JP16266893 A JP 16266893A JP H0719282 A JPH0719282 A JP H0719282A
Authority
JP
Japan
Prior art keywords
vibration
aggregate
sound
absorbing body
sound absorbing
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.)
Pending
Application number
JP16266893A
Other languages
Japanese (ja)
Inventor
Hiroshi Shima
広志 島
Yukio Fukuura
幸男 福浦
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP16266893A priority Critical patent/JPH0719282A/en
Publication of JPH0719282A publication Critical patent/JPH0719282A/en
Pending legal-status Critical Current

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  • Railway Tracks (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PURPOSE:To provide a vibration insulating noise absorbing body which is manufactured at low cost and constituted to have excellent durability and effectively reduce the generation of traffic vibration and noise of a railroad and a road. CONSTITUTION:In a vibration insulating noise absorbing body formed of a binder and an aggregate, rubber particles are used as an aggregate and the vibration insulating noise absorbing body has porosity of 15-40%. A mixture of rubber particles and a rigid aggregate is used as the aggregate when occasion demands.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、防振吸音体、詳しく
は、特定の骨材を用い、特定の空隙率を有することによ
り、主として鉄道、道路等の交通振動・騒音を低減化さ
せる防振吸音体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping and sound absorbing body, and more specifically to a vibration damping and noise reducing body mainly for railways, roads, etc. by using a specific aggregate and having a specific porosity. Vibration absorbers.

【0002】[0002]

【従来の技術】振動・騒音には、鉄道、道路等の交通振
動・騒音の他、工作機械、製造機械から発する振動・騒
音、オフィスにおけるOA機器等、家庭における家電製
品等から発する振動・騒音等が挙げられ、いずれも日常
的に不快感を与え、ストレスの原因ともなっている。
2. Description of the Related Art Vibrations and noises include traffic vibrations and noises on railways, roads, etc., vibrations and noises emitted from machine tools and manufacturing machines, office automation equipments such as office equipments, and household electric appliances at homes. , Etc., which all cause daily discomfort and cause stress.

【0003】鉄道騒音は、パンタ音、空力音、転動音等
の車両から放射される音と、車両からの振動が伝わり、
高架橋等の構造物から放射される音に大別される。
Railway noise is transmitted by sounds radiated from the vehicle such as pantograph noise, aerodynamic noise, and rolling noise, and vibrations from the vehicle.
Sound is radiated from structures such as viaducts.

【0004】車両から放射される音の低減には、防音壁
を設けたり、さらに防音壁の内側にグラスウール、発泡
アルミニウム等の吸音材を貼付する等の手段がとられて
いる。また、構造物から放射される音の低減には、レー
ルと構造物の間、例えば、レールと枕木の間、枕木とコ
ンクリート製道床との間、コンクリート製道床と高架橋
の間等に溝付ゴム等の防振マットを設置して振動絶縁を
行う方法が行われていた。その他、バラストにより振動
絶縁と吸音効果を同時に得ることも行われている。
To reduce the sound radiated from the vehicle, a soundproof wall is provided, and a sound absorbing material such as glass wool or foamed aluminum is attached to the inside of the soundproof wall. Further, in order to reduce the sound emitted from the structure, a grooved rubber is used between the rail and the structure, for example, between the rail and the sleepers, between the sleepers and the concrete track, and between the concrete track and the viaduct. A method of performing vibration insulation by installing a vibration-proof mat, etc. was used. In addition, ballast is also used to simultaneously obtain vibration insulation and sound absorption.

【0005】また、道路交通騒音の低減方法としては、
道路の両側に遮音壁、防音植栽等を設置することが広く
行われているが、これらは、道路周辺に広い面積を要す
るため、主に自動車専用道路周辺等に用いられている。
近年、騒音源近傍での騒音対策として、多くの空隙を有
するアスファルト舗装体を表層とした吸音性の舗装材が
開発されている。
Further, as a method of reducing road traffic noise,
It is widely practiced to install soundproof walls and soundproof planting on both sides of the road, but these are mainly used around automobile roads because they require a large area around the road.
In recent years, as a noise countermeasure near a noise source, a sound absorbing pavement material having an asphalt pavement having many voids as a surface layer has been developed.

【0006】パソコンのプリンタや複写機等のOA機器
や冷蔵庫、洗濯機等の家電製品の振動・騒音の防止方法
としては薄いゴム製の防振マットを敷くことが行われて
いる程度の対策がなされているにすぎない。
As a method of preventing vibration and noise of office automation equipment such as printers and copying machines of personal computers, home appliances such as refrigerators and washing machines, a measure such as laying a thin rubber vibration-proof mat is used. It's just done.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、前記吸
音材としてのグラスウールは、風雨に曝された場合に飛
散する等耐久性に劣り、発泡アルミニウムのような金属
多孔質体は材料が高価であるという欠点がある。溝付ゴ
ム等の防振マットは、振動低減には有用であるが、吸音
効果を有しない。バラストにより振動絶縁と吸音効果を
得る方法は、重量が非常に大きくなるという問題点を有
し、また、風雨振動による劣化が激しく、数箇月に一度
程度の頻度で補修を要するため、耐久性、メンテナンス
の煩雑さ等の問題も有する。
However, the glass wool as the sound absorbing material is inferior in durability such as scattering when exposed to wind and rain, and the metal porous body such as foamed aluminum is expensive as a material. There are drawbacks. Anti-vibration mats such as grooved rubber are useful for reducing vibration, but do not have a sound absorbing effect. The method of obtaining vibration insulation and sound absorption effect by ballast has a problem that the weight becomes very large, and deterioration due to wind and rain vibration is severe, and repair is required once every several months, so durability, It also has problems such as complexity of maintenance.

【0008】また、道路交通騒音の低減に用いる吸音性
の舗装材は、主に排水性を目的としており、骨材に硬質
の砕石を用いるため振動を遮断する効果は得られなかっ
た。
Further, the sound absorbing pavement material used for reducing road traffic noise is mainly intended for drainage, and since hard crushed stone is used as the aggregate, the effect of blocking vibration cannot be obtained.

【0009】さらに、機械等による振動防止用のゴム製
マットでは効果的に振動、さらには騒音を防止すること
ができないのが現状であった。
Further, it has been the current situation that a rubber mat for preventing vibration due to a machine or the like cannot effectively prevent vibration and noise.

【0010】本発明の目的は、安価で、耐久性に優れ、
しかも、振動・騒音、特に、鉄道、道路等の交通振動・
騒音を効果的に低減化することのできる防振吸音体を提
供することにある。
The object of the present invention is inexpensive, excellent in durability,
Moreover, vibrations and noise, especially traffic vibrations of railways, roads, etc.
It is an object of the present invention to provide a vibration damping and sound absorbing body capable of effectively reducing noise.

【0011】[0011]

【課題を解決するための手段】本発明の請求項1は、バ
インダーと骨材とからなる防振吸音体において、骨材と
してゴム粒子を用い、かつ、空隙率が15〜40%であ
ることを特徴とする。
According to a first aspect of the present invention, in a vibration damping and sound absorbing body comprising a binder and an aggregate, rubber particles are used as the aggregate, and the porosity is 15 to 40%. Is characterized by.

【0012】本発明の請求項2は、請求項1記載の防振
吸音体であって、前記骨材として、ゴム粒子と硬質骨材
の混合物を用いることを特徴とする。
A second aspect of the present invention is the vibration damping and sound absorbing body according to the first aspect, wherein a mixture of rubber particles and hard aggregate is used as the aggregate.

【0013】本発明の請求項3は、請求項1記載の防振
吸音体であって、前記防振吸音体の厚さが20mm以上
であり、鉄道線路の道床に敷設されることを特徴とす
る。
A third aspect of the present invention is the vibration-damping and sound-absorbing body according to claim 1, wherein the vibration-damping and sound-absorbing body has a thickness of 20 mm or more, and is laid on the roadbed of a railroad track. To do.

【0014】[0014]

【作用】防振吸音体において、骨材にゴム粒子、又は、
ゴム粒子と硬質骨材の混合物を用い、空隙率を15〜4
0%とすることにより、ゴム粒子の弾性とゴム粒子周囲
に存在する個々の空隙の効果によって、振動及び音波の
減衰が効果的に行われるため、振動・騒音低減に有用で
ある。また、ゴム粒子、バインダーとも一般に舗装体等
に使用される汎用のものを用いて、優れた効果を奏する
ため、安価で、交通用に用いても耐久性に優れた防振吸
音体を得ることができるものである。
[Function] In the vibration absorbing and sound absorbing body, the aggregate is rubber particles, or
Uses a mixture of rubber particles and hard aggregates and has a porosity of 15 to 4
When the content is 0%, vibration and sound waves are effectively attenuated by the elasticity of the rubber particles and the effect of individual voids existing around the rubber particles, which is useful for reducing vibration and noise. In addition, since rubber particles and binders, which are generally used for pavements and the like, are used in general, excellent effects can be obtained, so that a vibration-proof sound absorbing body that is inexpensive and has excellent durability even when used for transportation is obtained. Is something that can be done.

【0015】[0015]

【実施例】以下、本発明を具体例を挙げて詳細に説明す
る。
The present invention will be described in detail below with reference to specific examples.

【0016】本発明は、バインダーと骨材とからなる防
振吸音体において、骨材としてゴム粒子を用い、かつ、
空隙率が15〜40%であることを特徴とする防振吸音
体に関するものである。
The present invention is a vibration damping and sound absorbing body comprising a binder and an aggregate, wherein rubber particles are used as the aggregate, and
The present invention relates to a vibration damping and sound absorbing body having a porosity of 15 to 40%.

【0017】本発明において骨材に用いられるゴム粒子
としては、常法により成形したゴム粒子の他、粉ゴム、
タイヤ加硫時に発生するスピュー、使用済みタイヤの粉
砕物、再生タイヤ製造時に発生するタイヤトレッドの研
磨屑、その他ゴムベルト、防振ゴムなどの使用済みゴム
製品の粉砕物等を用いることができる。ゴム粒子は前記
の如く、必ずしも球形であることを要さず、形状は任意
であるが、平均粒径は約2.5mm〜約15mm程度で
あることが好ましく、特に、鉄道、道路等の交通振動・
騒音用としては、約2.5mm〜約6mm程度であるこ
とが好ましい。
The rubber particles used for the aggregate in the present invention include rubber particles molded by a conventional method, powdered rubber,
It is possible to use spews generated during tire vulcanization, crushed products of used tires, grinding scraps of tire treads generated during manufacturing of recycled tires, crushed products of used rubber products such as rubber belts and anti-vibration rubber. As described above, the rubber particles do not necessarily have to be spherical and may have any shape, but the average particle diameter is preferably about 2.5 mm to about 15 mm. vibration·
For noise, it is preferably about 2.5 mm to about 6 mm.

【0018】防振吸音体のバインダーとしては、アスフ
ァルトが一般的であり、その他のバインダーとしては、
例えばエポキシ系、ウレタン系、アクリル系及びポリエ
ステル系の高分子樹脂等が挙げられ、耐久性等を考慮し
て、これら高分子樹脂を用いたり、これらをアスファル
トに混合して用いてもよい。また、アスファルト中に、
SBR(スチレン−ブタジエンゴム)、CR(クロロプ
レンゴム)等のゴム又は、EVA(エチレン−酢酸ビニ
ル共重合体)、SBS(スチレン−ブタジエン−スチレ
ンブロック共重合体)等のゴム状ポリマーの単体又は混
合物を改質剤として加えた改質アスファルトを耐久性向
上のため使用することができる。
As a binder for a vibration and sound absorbing body, asphalt is generally used, and other binders include:
For example, epoxy-based, urethane-based, acrylic-based, and polyester-based polymer resins are listed, and in consideration of durability and the like, these polymer resins may be used, or these may be mixed with asphalt and used. Also, during asphalt,
Rubbers such as SBR (styrene-butadiene rubber) and CR (chloroprene rubber), or rubber-like polymers such as EVA (ethylene-vinyl acetate copolymer) and SBS (styrene-butadiene-styrene block copolymer) alone or in a mixture. Modified asphalt to which is added as a modifier can be used for improving durability.

【0019】ゴム粒子と混合して用いられる硬質骨材
は、一般的には、例えば川砂利、川砂等の天然石からな
る天然骨材と、スラグや砕石等からなる人工骨材を含
み、特に制限はないが、例えば、JISに規定される砕
石5号(粒度範囲20〜13mm)、同6号(13〜5m
m)、同7号(5〜2.5mm)、珪砂4号(0.3〜
0.6mm)、同5号(0.15〜0.3mm)又は同等の
大きさの川砂利、山砂利、川砂、海砂等の天然骨材等が
挙げられる。さらに、これら砕石や砂利の他に繊維強化
プラスチック(FRP)廃材、樹脂廃材の粉砕物、鉄鋼
スラグ等硬質のものであれば任意に使用できる。硬質骨
材の形状は任意であるが、平均粒径が約2.5mm〜約
15mm程度のものが好ましく用いられる。
The hard aggregates used by mixing with the rubber particles generally include natural aggregates made of natural stone such as river gravel and river sand, and artificial aggregates made of slag, crushed stone, etc., and are not particularly limited. However, for example, crushed stone No. 5 (particle size range 20 to 13 mm) and No. 6 (13 to 5 m) specified in JIS
m), No. 7 (5-2.5 mm), silica sand No. 4 (0.3-
0.6 mm), No. 5 (0.15-0.3 mm) or equivalent size of natural aggregate such as river gravel, mountain gravel, river sand and sea sand. In addition to these crushed stones and gravel, any hard material such as fiber reinforced plastic (FRP) waste material, crushed resin waste material, and steel slag can be arbitrarily used. The shape of the hard aggregate is arbitrary, but those having an average particle size of about 2.5 mm to about 15 mm are preferably used.

【0020】前記骨材及びバインダーを混合することに
より、骨材は、バインダーを介して互いに一部が密着
し、バインダーの硬化後、空隙が保持される。
By mixing the aggregate and the binder, the aggregate partially adheres to each other through the binder, and the voids are retained after the binder is hardened.

【0021】本発明において、防振吸音体の空隙率は、
15〜40%であることが必要であり、特に25〜30
%であることが好ましい。空隙率が15%未満である
と、防振吸音体内における振動や音波の減衰率が小さ
く、防振吸音効果が不充分であり、40%を超えると防
振吸音体の耐久性に問題がでるため好ましくない。
In the present invention, the porosity of the vibration damping and sound absorbing body is
It is necessary to be 15 to 40%, especially 25 to 30
% Is preferable. If the porosity is less than 15%, the damping rate of vibrations and sound waves in the vibration damping sound absorbing body is small, and the vibration damping sound absorbing effect is insufficient, and if it exceeds 40%, the durability of the vibration damping sound absorbing body becomes problematic. Therefore, it is not preferable.

【0022】本発明において、空隙率とは、以下の式で
表されるものである。 1−(見掛け密度/理論密度) 〔ここで、見掛け密度は、(総重量/見掛けの体積)、
理論密度は、(原料混合物総重量/混合物各々の密度か
ら得られる混合物体積の総和)から得られる。〕 防振吸音体の製造方法の一例としては、ミキサーによっ
てゴム粒子又はゴム粒子と硬質骨材の混合物を数分間空
練りして均一化し、バインダーとなるアスファルトを投
入混合してアスファルト混合物とした後、成形用型に投
入して、バインダーを硬化させ、板状に成形する方法等
が挙げられる。アスファルト混合物はアスファルトを加
熱して用いる加熱混合物、液体アスファルトを常温で用
いる常温混合物のいずれも用いることができる。また、
本発明の防振吸音体を道路用として用いる場合は、基礎
となる道路基層上に、ゴム粒子等の骨材とアスファルト
等のバインダーとの混合物を投入して、締め硬め、直接
敷設することもできる。
In the present invention, the porosity is represented by the following formula. 1- (apparent density / theoretical density) [where the apparent density is (total weight / apparent volume),
The theoretical density is obtained from (total weight of raw material mixture / total volume of mixture obtained from the density of each mixture). As an example of the method for producing the vibration-damping sound absorber, after mixing the rubber particles or the mixture of the rubber particles and the hard aggregate with a mixer for several minutes to homogenize the mixture, the asphalt serving as the binder is added and mixed to form an asphalt mixture. , A method of charging into a molding die to cure the binder, and molding into a plate shape. As the asphalt mixture, any of a heating mixture used by heating asphalt and a room temperature mixture using liquid asphalt at room temperature can be used. Also,
When the vibration-damping sound absorber of the present invention is used for roads, a mixture of an aggregate such as rubber particles and a binder such as asphalt is put on the base road base layer, tightened and hardened, and may be directly laid. it can.

【0023】防振吸音体の配合としては、ゴム粒子又は
ゴム粒子と硬質骨材との混合物である骨材100重量部
に対して、バインダーは2〜15重量部であることが好
ましく、骨材に対するバインダーの割合を調整すること
によって所望の空隙率を得ることができる。また、ゴム
粒子に対する硬質骨材の混合量は、0〜60重量%程度
であることが好ましい。
The composition of the vibration absorbing and sound absorbing body is preferably 2 to 15 parts by weight of binder with respect to 100 parts by weight of aggregate which is rubber particles or a mixture of rubber particles and hard aggregate. The desired porosity can be obtained by adjusting the ratio of the binder to the. The amount of the hard aggregate mixed with the rubber particles is preferably about 0 to 60% by weight.

【0024】シート状のゴム組成物は、一般にばね定数
が非常に大きくなるため、所望の防振性能を得ることは
できない。このため、防振マットには、溝付ゴムの如
く、圧縮時にゴムが逃げる空間を設けて好適なばね定数
とすることにより防振性能の向上を図っている。本発明
においては、ゴム粒子の周囲に空隙を設けることによ
り、簡便に所望のばね定数を達成している。
A sheet-shaped rubber composition generally has a very large spring constant, so that it is not possible to obtain a desired vibration damping performance. Therefore, the vibration-proof mat has a space for allowing the rubber to escape at the time of compression, such as a grooved rubber, so as to have a suitable spring constant, thereby improving the vibration-proof performance. In the present invention, a desired spring constant is easily achieved by providing a void around the rubber particles.

【0025】図1は、空隙率を変化させた場合の防振吸
音体の音波の周波数と垂直入射吸音率との関係を表すグ
ラフである。
FIG. 1 is a graph showing the relationship between the frequency of the sound waves of the vibration absorbing and sound absorbing body and the normal incidence sound absorbing coefficient when the porosity is changed.

【0026】図1における垂直入射吸音率の測定は、粒
径3mm〜5mmの使用済タイヤを凍結粉砕して得られ
たゴム粒子100重量部、ストレートアスファルト10
重量部を加熱混合し、空隙率を10%、15%、20
%、、25%、30%と変化させて、直径86mm、厚
さ40mmに成形固化したものをサンプルとし、JIS
A1405に基づいて行った。
The normal incident sound absorption coefficient in FIG. 1 was measured by 100 parts by weight of rubber particles obtained by freeze-grinding a used tire having a particle diameter of 3 mm to 5 mm and straight asphalt 10
By mixing parts by weight with heating, the porosity is 10%, 15%, 20
%, 25%, 30% and molded and solidified to a diameter of 86 mm and a thickness of 40 mm as a sample.
Based on A1405.

【0027】横軸に音波の周波数(Hz)を、縦軸に垂
直入射吸音率を示し、各空隙率を有する防振吸音体の吸
音率のグラフを表示する。通常、垂直入射吸音率におい
ては、いずれかの周波数において0.3以上を達成すれ
ば、充分な騒音防止効果が得られることが知られてお
り、図1から、空隙率が15%以上のサンプルについて
は、充分な吸音性能が得られたが、空隙率10%のサン
プルでは、明確な吸音性能が得られないことが分かる。
The horizontal axis represents the frequency (Hz) of the sound wave and the vertical axis represents the normal incident sound absorption coefficient, and a graph of the sound absorption coefficient of the vibration-damping sound absorbing body having each porosity is displayed. Generally, it is known that a normal incident sound absorption coefficient of 0.3 or more at any frequency can provide a sufficient noise prevention effect. As for the sample No. 3, a sufficient sound absorbing performance was obtained, but it can be seen that a sample having a porosity of 10% cannot obtain a clear sound absorbing performance.

【0028】図2は、骨材にゴム粒子と硬質骨材の混合
物を用いた防振吸音体の音波の周波数と垂直入射吸音率
との関係を表すグラフである。
FIG. 2 is a graph showing the relationship between the frequency of sound waves and the normal incident sound absorption coefficient of a vibration absorbing and sound absorbing body in which a mixture of rubber particles and hard aggregate is used as the aggregate.

【0029】図2における垂直入射吸音率の測定は、粒
径3mm〜5mmの使用済タイヤを凍結粉砕して得られ
たゴム粒子60重量部と6号砕石40重量部との混合物
及びストレートアスファルト10重量部を加熱混合し、
空隙率を25%として、直径86mm、厚さ40mmに
成形固化したものをサンプルとし、JIS A1405
に基づいて行った。図2から、骨材にゴム粒子と硬質骨
材の混合物を用いても、ゴム粒子のみを用いた場合とほ
ぼ同様の吸音性能をが得られることが分かる。
The vertical incident sound absorption coefficient in FIG. 2 was measured by a mixture of 60 parts by weight of rubber particles obtained by freeze-pulverizing a used tire having a particle diameter of 3 mm to 5 mm and 40 parts by weight of No. 6 crushed stone and straight asphalt 10. Parts by weight by heating,
A sample having a porosity of 25% and having a diameter of 86 mm and a thickness of 40 mm and solidified is used as JIS A1405.
Based on. From FIG. 2, it can be seen that even if a mixture of rubber particles and hard aggregate is used as the aggregate, almost the same sound absorbing performance as that obtained by using only the rubber particles can be obtained.

【0030】図3は、防振吸音体の厚さを変化させた場
合の音波の周波数と垂直入射吸音率との関係を表すグラ
フである。
FIG. 3 is a graph showing the relationship between the frequency of a sound wave and the normal incident sound absorption coefficient when the thickness of the vibration absorbing and sound absorbing body is changed.

【0031】前記図1に示したサンプルについて、厚み
を変化させたときの垂直入射吸音率を示す。音波の振動
数を各々測定するに、厚さ40mmにおいては、吸音率
のピークが1KHzに、厚さ20mmにおいては、吸音
率のピークが2KHzに存在する。鉄道騒音の主要周波
数が250Hz〜2KHzの範囲にあることを考慮すれ
ば、鉄道騒音振動の防止に用いる場合は、厚さ20mm
以上が必要であることが分かる。また、吸音性能の面か
らは、厚さは厚いほど良いことが分かる。
The normal incident sound absorption coefficient when the thickness is changed is shown for the sample shown in FIG. When the vibration frequency of each sound wave is measured, the sound absorption coefficient has a peak at 1 KHz at a thickness of 40 mm, and the sound absorption coefficient has a peak at 2 KHz at a thickness of 20 mm. Considering that the main frequency of railway noise is in the range of 250 Hz to 2 KHz, when used to prevent railway noise vibration, the thickness is 20 mm.
It turns out that the above is necessary. Also, from the viewpoint of sound absorbing performance, it is understood that the thicker the thickness, the better.

【0032】図4は、骨材中の硬質骨材の割合と防振吸
音体のばね定数との関係を表すグラフである。
FIG. 4 is a graph showing the relationship between the ratio of hard aggregate in the aggregate and the spring constant of the vibration absorbing and sound absorbing body.

【0033】前記図1に示したもののうち空隙率25%
のサンプルの骨材のゴム粒子と混合する硬質骨材との割
合を変化させたものについて、JIS K6385の静
的ばね定数試験に準じて測定を行った。図4から明らか
なように、本発明の防振吸音体においては、混合する硬
質骨材の比率を調整することによって、所望のばね定数
を得られることがわかる。ばね定数は、振動防止性能の
パラメーターであり、例えば、OA機器や家電製品の防
振剤としては、少なくとも2kgf/cm3 以上である
ことが必要であり、鉄道用の防振材としては、使用部位
にもよるが、一般にばね定数が5kgf/cm3 〜48
kgf/cm3 のものが好ましく用いられている。本サ
ンプルのばね定数はいずれもこの好ましい防振材の範囲
にあることがわかる。
Among those shown in FIG. 1, the porosity is 25%.
The samples in which the ratio of the rubber particles of the aggregate to the hard aggregate to be mixed was changed were measured according to the static spring constant test of JIS K6385. As is apparent from FIG. 4, in the vibration damping and sound absorbing body of the present invention, it is understood that the desired spring constant can be obtained by adjusting the ratio of the hard aggregate to be mixed. The spring constant is a parameter for anti-vibration performance. For example, it is necessary that at least 2 kgf / cm 3 is used as a vibration isolator for OA equipment and home appliances, and used as a vibration isolator for railways. Generally, the spring constant is 5 kgf / cm 3 to 48, depending on the part.
Those of kgf / cm 3 are preferably used. It can be seen that the spring constants of all the samples are within the range of this preferable vibration damping material.

【0034】(実施例1〜4)下記、表1に示す配合、
空隙率で、厚さ40mmの防振吸音体を作製し、それぞ
れ、実施例1〜4とし、吸音率とばね定数を測定した。
吸音率の測定結果を図5に、ばね定数を表1にそれぞれ
示す。
(Examples 1 to 4) The formulations shown in Table 1 below,
With a porosity, a vibration-damping sound absorbing body having a thickness of 40 mm was prepared, and the sound absorbing coefficient and the spring constant were measured as Examples 1 to 4, respectively.
The sound absorption coefficient measurement results are shown in FIG. 5, and the spring constants are shown in Table 1.

【0035】[0035]

【表1】 [Table 1]

【0036】図5は、実施例1〜4の防振吸音体の音波
の周波数と垂直入射吸音率との関係を表すグラフであ
る。
FIG. 5 is a graph showing the relationship between the frequency of the sound waves of the vibration absorbing and sound absorbing bodies of Examples 1 to 4 and the normal incidence sound absorbing coefficient.

【0037】横軸に音波の周波数、縦軸に垂直入射吸音
率を示す。図5から明らかなように、実施例はいずれ
も、交通騒音で問題となる周波数の音波に対して、垂直
入射吸音率0.5以上を示し、優れた吸音性能を有する
ことが明らかである。また、表1のばね定数から、実施
例1〜3はいずれも、交通振動防止用の防振材としての
優れた性能を示し、実施例4はOA機器や家電製品等の
機械に用いる防振材として適する性能を示すことが明ら
かである。すなわち、実施例1〜4はいずれも、防振・
吸音効果を併せて有していた。
The horizontal axis represents the frequency of sound waves, and the vertical axis represents the normal incident sound absorption coefficient. As is clear from FIG. 5, all of the examples have a normal incident sound absorption coefficient of 0.5 or more for sound waves having a frequency that is a problem for traffic noise, and it is clear that they have excellent sound absorption performance. In addition, from the spring constants in Table 1, all of Examples 1 to 3 show excellent performance as a vibration isolator for preventing traffic vibration, and Example 4 is a vibration isolator used for machines such as OA equipment and home appliances. It is clear that it shows suitable performance as a material. That is, in each of Examples 1 to 4,
It also had a sound absorbing effect.

【0038】本発明の防振吸音体の使用方法としては、
騒音源により要求される所望の配合、厚さ、空隙率の防
振吸音体を作製し、鉄道騒音・振動の対策として用いる
場合は、例えば、コンクリート道床と枕木の間に敷設す
ることにより、吸音と振動遮断を併せて行うものであ
る。また、道路交通騒音・振動の対策として用いる場合
は、例えば、本発明の防振吸音体を舗装の表層に貼付す
るか、舗装の基層上に直接敷設して用いることにより、
タイヤと舗装との接触面から発生する音を低減し、さら
に、車両通過時の振動が地中を通って沿道に伝播される
のを遮断するものである。また、OA機器、家電製品等
の機械類に用いる場合は、シート状に成形して、当該機
械の下に敷いて用いることにより、簡便に防振吸音効果
を得ることができる。
As a method of using the vibration damping and sound absorbing body of the present invention,
When creating a vibration-damping absorber with the desired mix, thickness, and porosity required by the noise source and using it as a measure against railway noise and vibration, for example, by laying it between a concrete roadbed and sleepers And vibration isolation. When used as a measure against road traffic noise / vibration, for example, by attaching the anti-vibration sound absorbing body of the present invention to the surface layer of the pavement, or by laying it directly on the base layer of the pavement,
The sound generated from the contact surface between the tire and the pavement is reduced, and the vibration when the vehicle passes through is blocked from propagating along the road through the ground. Further, when used for machines such as office automation equipment and home electric appliances, it is possible to easily obtain a vibration absorbing and sound absorbing effect by forming it into a sheet and laying it under the machine.

【0039】本発明の防振吸音体は、前記の如く必須成
分であるゴム粒子や所望によって使用される硬質骨材と
して、使用済みタイヤ等の回収ゴム製品や、FRP廃材
の粉砕物、鉄鋼スラグ等のリサイクル資源を好適に使用
できるため、防振吸音体の製造コストを安価にしうるの
みならず、環境保全的及び省資源的にも好ましい利点を
有するものである。
The vibration-damping and sound-absorbing body of the present invention is used as rubber particles which are essential components and hard aggregates used as desired as described above, as recovered rubber products such as used tires, crushed FRP waste materials, and steel slag. Since such recycled resources can be suitably used, not only can the manufacturing cost of the vibration-damping and sound-absorbing body be reduced, but also environmentally-friendly and resource-saving advantages are obtained.

【0040】[0040]

【発明の効果】本発明の防振吸音体は、前記構成とした
ので、安価で、耐久性に優れ、しかも、交通等に起因す
る振動・騒音の低減に高い優れた効果を示した。
EFFECTS OF THE INVENTION Since the vibration-damping and sound-absorbing body of the present invention has the above-mentioned structure, it has an excellent effect that it is inexpensive, has excellent durability, and reduces vibration and noise caused by traffic and the like.

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

【図1】空隙率を変化させた場合の防振吸音体の音波の
周波数と垂直入射吸音率との関係を表すグラフである。
FIG. 1 is a graph showing the relationship between the frequency of sound waves of a vibration-damping sound absorber and the normal incidence sound absorption coefficient when the void ratio is changed.

【図2】骨材にゴム粒子と硬質骨材の混合物を用いた防
振吸音体の音波の周波数と垂直入射吸音率との関係を表
すグラフである。
FIG. 2 is a graph showing the relationship between the frequency of sound waves and the normal incident sound absorption coefficient of a vibration-damping sound absorbing body using a mixture of rubber particles and hard aggregate for the aggregate.

【図3】防振吸音体の厚さを変化させた場合の音波の周
波数と垂直入射吸音率との関係を表すグラフである。
FIG. 3 is a graph showing the relationship between the frequency of sound waves and the normal incident sound absorption coefficient when the thickness of the vibration absorbing and sound absorbing body is changed.

【図4】骨材中の硬質骨材の割合と防振吸音体のばね定
数との関係を表すグラフである。
FIG. 4 is a graph showing the relationship between the ratio of hard aggregate in the aggregate and the spring constant of the vibration absorbing and sound absorbing body.

【図5】実施例1〜4の防振吸音体の音波の周波数と垂
直入射吸音率との関係を表すグラフである。
FIG. 5 is a graph showing the relationship between the frequency of the sound waves of the vibration-damping sound absorbers of Examples 1 to 4 and the normal incident sound absorption coefficient.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 バインダーと骨材とからなる防振吸音体
において、骨材としてゴム粒子を用い、かつ、空隙率が
15〜40%であることを特徴とする防振吸音体。
1. A vibration-damping sound-absorbing body comprising a binder and an aggregate, wherein rubber particles are used as the aggregate and the porosity is 15 to 40%.
【請求項2】 前記骨材として、ゴム粒子と硬質骨材の
混合物を用いることを特徴とする請求項1記載の防振吸
音体。
2. The vibration damping and sound absorbing body according to claim 1, wherein a mixture of rubber particles and hard aggregate is used as the aggregate.
【請求項3】 前記防振吸音体の厚さが20mm以上で
あり、鉄道線路の道床に敷設されることを特徴とする請
求項1記載の防振吸音体。
3. The vibration damping and sound absorbing body according to claim 1, wherein the vibration damping and sound absorbing body has a thickness of 20 mm or more and is laid on the roadbed of a railroad track.
JP16266893A 1993-06-30 1993-06-30 Vibration insulating noise absorbing body Pending JPH0719282A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16266893A JPH0719282A (en) 1993-06-30 1993-06-30 Vibration insulating noise absorbing body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16266893A JPH0719282A (en) 1993-06-30 1993-06-30 Vibration insulating noise absorbing body

Publications (1)

Publication Number Publication Date
JPH0719282A true JPH0719282A (en) 1995-01-20

Family

ID=15759018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16266893A Pending JPH0719282A (en) 1993-06-30 1993-06-30 Vibration insulating noise absorbing body

Country Status (1)

Country Link
JP (1) JPH0719282A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006008455A (en) * 2004-06-25 2006-01-12 Yakumo Kk Vibration reducing material
KR100770031B1 (en) * 2007-03-20 2007-10-25 주식회사지이티-피씨 Noise absorbing plate for rails using light weight aggregate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006008455A (en) * 2004-06-25 2006-01-12 Yakumo Kk Vibration reducing material
KR100770031B1 (en) * 2007-03-20 2007-10-25 주식회사지이티-피씨 Noise absorbing plate for rails using light weight aggregate

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