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JPS5825816B2 - Cement concrete porous sound absorbing material - Google Patents
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JPS5825816B2 - Cement concrete porous sound absorbing material - Google Patents

Cement concrete porous sound absorbing material

Info

Publication number
JPS5825816B2
JPS5825816B2 JP51010248A JP1024876A JPS5825816B2 JP S5825816 B2 JPS5825816 B2 JP S5825816B2 JP 51010248 A JP51010248 A JP 51010248A JP 1024876 A JP1024876 A JP 1024876A JP S5825816 B2 JPS5825816 B2 JP S5825816B2
Authority
JP
Japan
Prior art keywords
porous body
sound absorption
cement concrete
pores
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.)
Expired
Application number
JP51010248A
Other languages
Japanese (ja)
Other versions
JPS5294614A (en
Inventor
茂雄 林
英治 駒田
二三雄 松井
武士 小野田
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.)
Resonac Holdings Corp
Original Assignee
Showa Denko KK
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 Showa Denko KK filed Critical Showa Denko KK
Priority to JP51010248A priority Critical patent/JPS5825816B2/en
Publication of JPS5294614A publication Critical patent/JPS5294614A/en
Publication of JPS5825816B2 publication Critical patent/JPS5825816B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)
  • Soundproofing, Sound Blocking, And Sound Damping (AREA)

Description

【発明の詳細な説明】 本発明はセメントコンクリート多孔体からなる吸音材に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sound absorbing material made of a cement concrete porous body.

これまでに種々の吸音材が開発されているが、従来の吸
音材は機械的強度、耐火性又は耐熱性が必ずしも十分で
はなく、また場合によっては高価な材料を使用するため
コストが高くなるなど、そこに使用される材料の種類に
よる個別的な欠点を有している。
Various sound absorbing materials have been developed so far, but conventional sound absorbing materials do not necessarily have sufficient mechanical strength, fire resistance, or heat resistance, and in some cases, they use expensive materials, resulting in high costs. , have individual drawbacks depending on the type of material used therein.

しかしながら、何といっても最も大きな欠点は、従来の
吸音材が、一般にある限られた周波数帯域の音に対して
のみ効果的な吸音性を示すに過ぎず、しかもその帯域の
幅は狭いという点にある。
However, the biggest drawback is that conventional sound-absorbing materials are generally only effective at absorbing sounds in a limited frequency band, and the width of that band is narrow. It is in.

したがって、広範囲の周波数帯域に亘る音に対して十分
な吸音性を確保するには、異なる吸音特性を有する2以
上の吸音材を複合させたり、或は背面空間を形成するな
どの工夫を図らねばならなかった。
Therefore, in order to ensure sufficient sound absorption for sounds over a wide range of frequency bands, it is necessary to take measures such as combining two or more sound absorbing materials with different sound absorption characteristics or forming a back space. did not become.

しかしながら、このような手段による吸音効果の向上は
、吸音材を使用しようとする建造物、物品等の形状や寸
法から可成り制約を受け、実際上技術的にも経済的にも
十分満足できるものではない。
However, the improvement of the sound absorption effect by such means is subject to considerable restrictions depending on the shape and dimensions of the buildings, articles, etc. in which the sound absorbing material is intended to be used, and it is difficult to achieve sufficient technical and economical satisfaction in practice. isn't it.

したがって、本発明の目的は、上述した従来の吸音材の
欠点を除去し、単一の材料のみで広範囲に亘る周波数帯
域の音に対し、有効かつ高い吸音性を示す吸音材を提供
することにある。
Therefore, an object of the present invention is to eliminate the drawbacks of the conventional sound absorbing materials described above and to provide a sound absorbing material that exhibits effective and high sound absorbing properties for sounds in a wide range of frequency bands using only a single material. be.

本発明者等は、吸音材の開発について長年月研究を行な
ってきたが、剛性材料における吸音機構が、材料の空孔
内壁面における空気の粘性抵抗によるエネルギー損失と
、空孔内における空気の圧縮、膨張の際の熱エネルギー
損失に起因し、したがって吸音特性は空孔構造と密接な
関係を有するという知見に基づき、鋭意研究を重ねた結
果、本発明を完成したものである。
The present inventors have been conducting research on the development of sound-absorbing materials for many years, and found that the sound-absorbing mechanism of rigid materials is due to energy loss due to viscous resistance of air on the inner wall surface of the pores of the material, and compression of air within the pores. The present invention was completed as a result of intensive research based on the knowledge that sound absorption properties are caused by thermal energy loss during expansion and that sound absorption properties are closely related to the pore structure.

すなわち、セメントコンクリートは、その一般的性質と
して、機械的強度が高く、耐火性や耐熱性が優れ、しか
も比較的安価な材料であるが、その多孔体の空孔分布を
一定の条件に規定することによって、広範囲の周波数帯
域の音に対し優れた吸音性を示すことを見出した。
In other words, cement concrete generally has high mechanical strength, excellent fire resistance and heat resistance, and is a relatively inexpensive material, but the pore distribution of its porous body must be defined under certain conditions. It was discovered that this material exhibits excellent sound absorption properties for sounds in a wide range of frequency bands.

本発明に係る吸音材は、セメントコンクリート多孔体か
らなり、この多孔体の全空孔容積の少くとも70パーセ
ントが直径200μないし650μの寸法の空孔わらな
ることを特徴としている。
The sound absorbing material according to the present invention is characterized in that it consists of a cement concrete porous body, and that at least 70 percent of the total pore volume of this porous body consists of pores with a diameter of 200 μm to 650 μm.

同じ材料からつくった同一の空孔容積を有するセメント
コンクリート多孔体であっても、空孔寸法が直径200
μ未満の小孔径側に片寄って分布しても、逆に直径65
0μを越える大孔径側に片寄って分布しても、吸音特性
が良くない。
Even if the cement concrete porous body is made from the same material and has the same pore volume, the pore size is 200 mm in diameter.
Even if the distribution is biased toward the small pore diameter side of less than μ, on the contrary, the diameter of 65
Even if the distribution is biased toward the large pore diameter side exceeding 0μ, the sound absorption characteristics are not good.

以下、本発明の実施例を比較例と対比させて説明する。Examples of the present invention will be described below in comparison with comparative examples.

本実施例及び比較例では種々の空孔条件をもつセメント
コンクリート多孔体を調製し、の空孔分布と吸音率を測
定した。
In this example and comparative example, cement concrete porous bodies with various pore conditions were prepared, and the pore distribution and sound absorption coefficient were measured.

実施例 1 セメントコンクリートスラリーの調製 セメントコンクリート材料′ そ 早強セメント 40.0kgΦ ケイ砂粉末(250) 15.0kg起泡剤 ドデシルベンゼンスルホン酸す1−IJウム 0.9
kg混練水 33.O1※
セメントコンクリート材料は予め混合して使用した。
Example 1 Preparation of cement concrete slurry Cement concrete material' Early strength cement 40.0 kgΦ Silica sand powder (250) 15.0 kg Foaming agent Dodecylbenzenesulfonate 1-IJium 0.9
kg kneading water 33. O1*
Cement concrete materials were mixed in advance and used.

上記した混練水及び起泡剤をバッチ式ミキサ(容量30
M)に入れ、攪拌羽根を回転(1,00Orpm )さ
せて起泡し、泡比重0.10の起泡液を調製した。
The above-mentioned kneading water and foaming agent were mixed in a batch mixer (capacity 30
M) and foamed by rotating the stirring blade (1,00 rpm) to prepare a foamed liquid with a foam specific gravity of 0.10.

次いで、ここに早強セメントとケイ砂粉末の混合物を毎
分15kgの割合で投入し、起泡コンクリートスラリー
を調製した。
Next, a mixture of early strength cement and silica sand powder was added thereto at a rate of 15 kg per minute to prepare foamed concrete slurry.

養生 上記の起泡コンクリートスラリーを30℃の温度に保持
された型枠中に注型し、凝固させた後、下記の条件でオ
ートクレーブ養生を行い、多孔体を製造した。
Curing The above foamed concrete slurry was poured into a mold kept at a temperature of 30° C., solidified, and then cured in an autoclave under the following conditions to produce a porous body.

最高温度:182℃ 圧 カニ10気圧 °最高温度保持時間:5時間 この多孔体を70℃の温度で、24時間乾燥した後、そ
の空孔分布及び吸音率を測定した。
Maximum temperature: 182°C Pressure: 10 atm° Maximum temperature holding time: 5 hours After drying this porous body at a temperature of 70°C for 24 hours, its pore distribution and sound absorption coefficient were measured.

また、この多孔体の見掛比重は0.38であった。Moreover, the apparent specific gravity of this porous body was 0.38.

空孔分布及び吸音率の測定結果をそれぞれ第1図及び第
2図に示した。
The measurement results of pore distribution and sound absorption coefficient are shown in FIG. 1 and FIG. 2, respectively.

第1図のグラフから理解されるように、この多孔体は直
径400〜430μの空孔が最も多く、全空孔容積の7
0%は直径250μないし600μの空孔で占められて
いる。
As can be understood from the graph in Figure 1, this porous body has the largest number of pores with a diameter of 400 to 430μ, and 7 of the total pore volume.
0% is occupied by pores with a diameter of 250μ to 600μ.

実施例 2 セメントコンクリートスラリーの調製 セメントコンクリート材料 早強セメント 40.0kg寺 ケイ砂粉末(250) 12.0kg発泡シリ
カ(5〜10 ” )””’ 8.0kgアスベ
スト繊維 0.8kg起泡剤 ドデシルベンゼンスルホン酸ナトリウム 0.8 kg
ポリビニルアルコール 0.5kg混練水
27.5 #※ セメントコ
ンクリート材料は予め混合して使用した。
Example 2 Preparation of cement concrete slurry Cement concrete material Early strength cement 40.0 kg Silica sand powder (250) 12.0 kg Foamed silica (5-10'') 8.0 kg Asbestos fiber 0.8 kg Foaming agent Dodecyl Sodium benzenesulfonate 0.8 kg
Polyvinyl alcohol 0.5kg kneading water
27.5 #* Cement concrete materials were mixed in advance and used.

※※発泡シリカを650℃の温度に加熱し、空気中で急
冷したもので、粒子表面にクラックがある。
※※Foamed silica is heated to a temperature of 650℃ and rapidly cooled in air, so there are cracks on the particle surface.

ミキサの攪拌羽根の回転速度を700rpIIlにした
ことを除き、実施例1に述べたのと全く同じ方法によっ
て、コンクリート多孔体を製造した。
A porous concrete body was produced in exactly the same manner as described in Example 1, except that the rotational speed of the stirring blade of the mixer was 700 rpm.

この多孔体の見掛比重は0.44であった。The apparent specific gravity of this porous body was 0.44.

この多孔体の空孔分布及び吸音率の測定結果を、それぞ
れ第1図及び第2図に示した。
The measurement results of the pore distribution and sound absorption coefficient of this porous body are shown in FIGS. 1 and 2, respectively.

第1図の空孔分布のグラフから、この多孔体は直径45
0μの空孔が最も多く、全空孔容積の70%が直径28
0μないし550μの空孔で占められていることがわか
る。
From the pore distribution graph in Figure 1, this porous body has a diameter of 45 mm.
The largest number of pores is 0μ, with 70% of the total pore volume having a diameter of 28
It can be seen that the pores are occupied by 0μ to 550μ pores.

比較例 1 コンクリートスラリー調製のための混練水の水量を27
.513としたことを除き、実施例1と同じ方法によっ
て、セメントコンクリート多孔体を製造した。
Comparative Example 1 The amount of mixing water for concrete slurry preparation was 27
.. A cement concrete porous body was manufactured by the same method as in Example 1 except that the material was changed to 513.

この多孔体の見掛比重は0.43であった。The apparent specific gravity of this porous body was 0.43.

この多孔体の空孔分布及び吸音率の測定結果を、それぞ
れ第1図及び第2図に示した。
The measurement results of the pore distribution and sound absorption coefficient of this porous body are shown in FIGS. 1 and 2, respectively.

第1図の空孔分布のグラフから、この多孔体は、直径2
00μの空孔が最も多く、全空孔容積の70%が直径1
00μないし400μの空孔で占められていることが理
解される。
From the pore distribution graph in Figure 1, this porous body has a diameter of 2
00μ pores are the most common, with 70% of the total pore volume having a diameter of 1
It is understood that the pores are occupied by 00μ to 400μ pores.

比較例 2 起泡液の調製に際して、起泡剤のほか気泡安定剤として
ポリアクリル酸を0.5 kg混練水に添加し、かつミ
キサの攪拌羽根の回転数をsoorpmにしたことを除
き、実施例1と同じ方法によって、セメントコンクリー
ト多孔体を製造した。
Comparative Example 2 In preparing the foaming liquid, 0.5 kg of polyacrylic acid was added as a foam stabilizer to the kneading water in addition to the foaming agent, and the rotation speed of the stirring blade of the mixer was set to soorpm. A cement concrete porous body was manufactured by the same method as in Example 1.

この多孔体の見掛比重は0.38であった。The apparent specific gravity of this porous body was 0.38.

この多孔体の空孔分布及び吸音率の測定結果をそれぞれ
第1図及び第2図に示す。
The measurement results of the pore distribution and sound absorption coefficient of this porous body are shown in FIGS. 1 and 2, respectively.

第1図の空孔分布のグラフから、この多孔体は直径18
0μの空孔が最も多く、全空孔容積の70%が直径70
μないし410μの空孔によって占められていることが
わかる。
From the pore distribution graph in Figure 1, this porous body has a diameter of 18
The largest number of pores is 0μ, and 70% of the total pore volume is 70μ in diameter.
It can be seen that the pores are occupied by pores of μ to 410 μm.

比較例 3 起泡剤の量を1.8kgとし、かつミキサの攪拌羽根の
回転速度を1.25Orpmとした点を除いて、実流側
1と同じ方法によってセメントコンクリート多孔体を製
造した。
Comparative Example 3 A cement concrete porous body was manufactured in the same manner as in Actual Processing Side 1, except that the amount of foaming agent was 1.8 kg and the rotational speed of the stirring blade of the mixer was 1.25 Orpm.

この多孔体の見掛比重は0.36であった。The apparent specific gravity of this porous body was 0.36.

この多孔体の空孔分布及び吸音率の測定結果を、それぞ
れ第1図及び第2図に示した。
The measurement results of the pore distribution and sound absorption coefficient of this porous body are shown in FIGS. 1 and 2, respectively.

第1図のグラフから、この多孔体は直径700μの空孔
が最も多く、全空孔容積の70%が直径420μないし
830μの空孔で占められていることがわかる。
From the graph in FIG. 1, it can be seen that this porous body has the largest number of pores with a diameter of 700 μm, and 70% of the total pore volume is occupied by pores with a diameter of 420 μm to 830 μm.

比較例 4 粒度10〜2(lの発泡シリカを使用したことを除き、
実施例2と同じ方法によってセメントコンクリート多孔
体を製造した。
Comparative Example 4 Except that foamed silica with a particle size of 10 to 2 (l) was used.
A cement concrete porous body was manufactured by the same method as in Example 2.

この多孔体の見掛比重は0.47であった。The apparent specific gravity of this porous body was 0.47.

この多孔体の空孔分布及び吸音率の測定結果をそれぞれ
第1図及び第2図に示した。
The measurement results of the pore distribution and sound absorption coefficient of this porous body are shown in FIGS. 1 and 2, respectively.

第1図のグラフから、この多孔体は直径250μの空孔
が最も多く、全空孔容積の70%が直径120μないし
330μの空孔によって占められていることがわかる。
From the graph of FIG. 1, it can be seen that this porous body has the largest number of pores with a diameter of 250 μm, and 70% of the total pore volume is occupied by pores with a diameter of 120 μm to 330 μm.

比較例 5 市販のAL C(Autoclaved Li ght
weightConcrete) (見掛比重0.55
)について空孔分布と吸音率を測定した。
Comparative Example 5 Commercially available AL C (Autoclaved Light
weightConcrete) (apparent specific gravity 0.55
), the pore distribution and sound absorption coefficient were measured.

その測定の結果をそれぞれ第1図及び第2図に示した。The results of the measurements are shown in FIGS. 1 and 2, respectively.

第1図のグラフから、この多孔体は直径1,020μの
空孔が最も多く、全空孔容積の70%は直径850μな
いし1.200μの空孔によって占められていることが
理解できる。
From the graph in FIG. 1, it can be seen that this porous body has the largest number of pores with a diameter of 1,020 μm, and 70% of the total pore volume is occupied by pores with a diameter of 850 μm to 1.200 μm.

上記した種々の空孔分布を有する多孔体の吸音特性を比
較すると(第2図)、実施例1の多孔体は300Hz以
上の周波数帯域で80〜90%以上の吸音率を示してお
り、広範囲の周波数帯域で極めて高い吸音性を有するこ
とが理解できる。
Comparing the sound absorption properties of the porous bodies with the various pore distributions described above (Figure 2), the porous body of Example 1 shows a sound absorption coefficient of 80 to 90% or more in the frequency band of 300 Hz or higher, and has a wide range of sound absorption characteristics. It can be seen that it has extremely high sound absorption properties in the frequency band of .

また、実施例2の多孔体は650Hz以上の周波数帯域
で80〜90%の吸音率を示しており、実施例1の多孔
体と同様に広範囲に亘って高い吸音性を有している。
Furthermore, the porous body of Example 2 exhibits a sound absorption coefficient of 80 to 90% in a frequency band of 650 Hz or higher, and similarly to the porous body of Example 1, it has high sound absorption over a wide range.

これに対して、比較例1,2及び5の多孔体の吸音率は
、いずれも全体的に低い水準にあるが、特に比較例1及
び5の多孔体の場合にはそれが著るしく低い。
On the other hand, the sound absorption coefficients of the porous bodies of Comparative Examples 1, 2, and 5 are all at a low level overall, but the sound absorption coefficients of the porous bodies of Comparative Examples 1 and 5 are particularly low. .

また、比較例3及び4の多孔体では、それぞれ400H
z及び640Hzの音に対し最大の吸音性を示すが、そ
の吸音率はそれぞれ74%及び69%と低くしかも周波
数が高くなるにつれて吸音率は漸減していく。
In addition, in the porous bodies of Comparative Examples 3 and 4, 400H
It exhibits maximum sound absorption for sounds at z and 640 Hz, but its sound absorption coefficients are low at 74% and 69%, respectively, and the sound absorption coefficient gradually decreases as the frequency increases.

以上述べたように、実施例1及び2の多孔体は、広い周
波数帯域の音に亘って高い吸音性を示すので、これを吸
音材として利用するとき優れた吸音効果を発揮する。
As described above, the porous bodies of Examples 1 and 2 exhibit high sound absorbing properties over a wide frequency band, and therefore exhibit excellent sound absorbing effects when used as sound absorbing materials.

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

第1図は種々の多孔体の空孔分布の状態を示すグラフ、
第2図は第1図に示した多孔体の吸音率を示すグラフで
ある。
Figure 1 is a graph showing the state of pore distribution in various porous bodies.
FIG. 2 is a graph showing the sound absorption coefficient of the porous body shown in FIG.

Claims (1)

【特許請求の範囲】[Claims] 1 セメントコンクリート多孔体からなる吸音材であっ
て、この多孔体の全空孔容積の少くとも70パーセント
が直径200μないし650μの寸法をもった空孔から
なることを特徴とするセメントコンクリート多孔質吸音
材。
1. A sound absorbing material made of a cement concrete porous body, characterized in that at least 70 percent of the total pore volume of the porous body is composed of pores with a diameter of 200 μ to 650 μ. Material.
JP51010248A 1976-02-04 1976-02-04 Cement concrete porous sound absorbing material Expired JPS5825816B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51010248A JPS5825816B2 (en) 1976-02-04 1976-02-04 Cement concrete porous sound absorbing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51010248A JPS5825816B2 (en) 1976-02-04 1976-02-04 Cement concrete porous sound absorbing material

Publications (2)

Publication Number Publication Date
JPS5294614A JPS5294614A (en) 1977-08-09
JPS5825816B2 true JPS5825816B2 (en) 1983-05-30

Family

ID=11744996

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51010248A Expired JPS5825816B2 (en) 1976-02-04 1976-02-04 Cement concrete porous sound absorbing material

Country Status (1)

Country Link
JP (1) JPS5825816B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54155616A (en) * 1978-05-30 1979-12-07 Showa Denko Kk Sound insulating concrete block

Also Published As

Publication number Publication date
JPS5294614A (en) 1977-08-09

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