JPH02141005U - - Google Patents

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Publication number
JPH02141005U
JPH02141005U JP5035689U JP5035689U JPH02141005U JP H02141005 U JPH02141005 U JP H02141005U JP 5035689 U JP5035689 U JP 5035689U JP 5035689 U JP5035689 U JP 5035689U JP H02141005 U JPH02141005 U JP H02141005U
Authority
JP
Japan
Prior art keywords
ribs
damping
wavelength
sound insulating
concrete panel
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
JP5035689U
Other languages
Japanese (ja)
Other versions
JPH0721686Y2 (en
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 filed Critical
Priority to JP5035689U priority Critical patent/JPH0721686Y2/en
Publication of JPH02141005U publication Critical patent/JPH02141005U/ja
Application granted granted Critical
Publication of JPH0721686Y2 publication Critical patent/JPH0721686Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Building Environments (AREA)
  • Soundproofing, Sound Blocking, And Sound Damping (AREA)

Description

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

第1図ないし第7図は、この考案の遮音コンク
リートパネルを説明する図であつて、第1図は第
1実施例の遮音コンクリートパネルの斜視図、第
2図は同裏面図、第3図は第2図A−A線視断面
図、第4図はその透過損失を従来のコンクリート
パネルと比較したグラフ、第5図は第2実施例の
遮音コンクリートパネルの裏面図、第6図は第3
実施例の遮音コンクリートパネルの裏面図、第7
図は第3実施例の遮音コンクリートパネルの裏面
図である。第8図ないし第10図は、この考案の
遮音壁をを説明する図であつて、第8図は遮音壁
の平断面図、第9図は同要部の断面図、第10図
はその透過損失を従来の遮音壁と比較したグラフ
である。第11図は、コインシデンス効果を説明
するグラフである。第12図は、従来の遮音コン
クリートパネル一例を示す斜視図である。 3……遮音コンクリートパネル、4……連結リ
ブ、5……制振リブ、6……補強リブ、7……頂
部、8……壁部、9……中空部、10……断熱繊
維、11……構造材、12……コーキング。
Figures 1 to 7 are diagrams for explaining the sound insulation concrete panel of this invention, in which Figure 1 is a perspective view of the sound insulation concrete panel of the first embodiment, Figure 2 is a back view thereof, and Figure 3 is a perspective view of the sound insulation concrete panel of the first embodiment. is a sectional view taken along the line A-A in Figure 2, Figure 4 is a graph comparing its transmission loss with that of a conventional concrete panel, Figure 5 is a back view of the sound insulating concrete panel of the second embodiment, and Figure 6 is a graph showing the sound insulating concrete panel of the second embodiment. 3
Back view of the sound insulating concrete panel of the example, No. 7
The figure is a back view of the sound insulating concrete panel of the third embodiment. Figures 8 to 10 are diagrams for explaining the sound insulation wall of this invention, in which Figure 8 is a plan sectional view of the sound insulation wall, Figure 9 is a sectional view of the essential parts, and Figure 10 is the transmission loss. This is a graph comparing the noise barrier with a conventional sound insulation wall. FIG. 11 is a graph explaining the coincidence effect. FIG. 12 is a perspective view showing an example of a conventional sound-insulating concrete panel. 3... Sound insulation concrete panel, 4... Connection rib, 5... Damping rib, 6... Reinforcement rib, 7... Top part, 8... Wall part, 9... Hollow part, 10... Insulating fiber, 11 ...Structural material, 12...Caulking.

Claims (1)

【実用新案登録請求の範囲】 (1) 複数の補強リブで補強されたコンクリート
パネルにおいて、一方の面に複数の制振リブが互
いに平行に所定間隔で形成され、それらの各制振
リブ間の薄肉部に該制振リブ間を掛け渡すように
複数の補強リブが形成されていると共に、隣り合
う各制振リブの頂部間の最短距離が、コインシデ
ンス効果の限界周波数に対応する波長の1/4波長
よりも小さく設定され、かつそれらの各頂部の互
いに相対する各縁部間の距離が上記1/4波長より
も大きく設定されていることを特徴とする遮音コ
ンクリートパネル。 (2) 複数の補強リブで補強されたコンクリート
パネルにおいて、一方の面に複数の制振リブが互
いに平行に所定間隔で形成され、それらの各制振
リブ間の薄肉部に該制振リブ間を掛け渡すように
複数の補強リブが形成されていると共に、隣り合
う各制振リブの頂部間の最短距離が、コインシデ
ンス効果の限界周波数に対応する波長の1/8波長
よりも小さく設定され、かつそれらの各頂部の互
いに相対する各縁部間の距離が上記1/8波長より
も大きく設定されていることを特徴とする遮音コ
ンクリートパネル。 (3) 複数の補強リブで補強されたコンクリート
パネルにおいて、一方の面に複数の制振リブが互
いに平行に所定間隔で形成され、それらの各制振
リブ間の薄肉部に該制振リブ間を掛け渡すように
複数の補強リブが形成されていると共に、隣り合
う各制振リブの頂部間の最短距離が、コインシデ
ンス効果の限界周波数に対応する波長の1/12波長
よりも小さく設定され、かつそれらの各頂部の互
いに相対する各縁部間の距離が上記1/12波長より
も大きく設定されていることを特徴とする遮音コ
ンクリートパネル。 (4) 第1項、第2項、第3項記載の遮音コンク
リートパネルを複数連結して構成される二組の壁
部からなり、かつそれらの壁部が所定間隔隔てて
平行に配置されてその間に中空部が設けられた構
成の遮音壁において、各遮音コンクリートパネル
の両端部に制振リブと同一方向へ突出する連結リ
ブが形成され、それら両端部の連結リブが上記中
空部へ向けられた状態でその連結リブどうしの連
結により各遮音コンクリートパネルが連結されて
いることを特徴とする遮音壁。
[Claims for Utility Model Registration] (1) In a concrete panel reinforced with a plurality of reinforcing ribs, a plurality of damping ribs are formed on one surface parallel to each other at predetermined intervals, and the damping ribs are formed between each damping rib. A plurality of reinforcing ribs are formed in the thin part so as to extend between the damping ribs, and the shortest distance between the tops of the adjacent damping ribs is 1/1 of the wavelength corresponding to the critical frequency of the coincidence effect. 1. A sound insulating concrete panel characterized in that the wavelength is set to be smaller than 4 wavelengths, and the distance between the mutually opposing edges of each top of the panel is set to be larger than the 1/4 wavelength. (2) In a concrete panel reinforced with a plurality of reinforcing ribs, a plurality of damping ribs are formed on one side in parallel with each other at predetermined intervals, and the thin part between the damping ribs is A plurality of reinforcing ribs are formed so as to span the vibration damping ribs, and the shortest distance between the tops of each adjacent damping rib is set to be smaller than 1/8 wavelength of the wavelength corresponding to the limit frequency of the coincidence effect. A sound insulating concrete panel characterized in that the distance between the mutually opposing edges of each top of the panel is set to be larger than the 1/8 wavelength. (3) In a concrete panel reinforced with a plurality of reinforcing ribs, a plurality of damping ribs are formed parallel to each other at predetermined intervals on one surface, and a thin wall between the damping ribs is formed between the damping ribs. A plurality of reinforcing ribs are formed so as to span the vibration damping ribs, and the shortest distance between the tops of each adjacent damping rib is set to be smaller than 1/12 wavelength of the wavelength corresponding to the critical frequency of the coincidence effect. A sound insulating concrete panel characterized in that the distance between the mutually opposing edges of each top of the panel is set to be larger than the 1/12 wavelength. (4) Consists of two sets of walls constructed by connecting a plurality of sound insulating concrete panels as described in paragraphs 1, 2, and 3, and these walls are arranged in parallel at a predetermined interval. In a sound insulating wall having a structure in which a hollow part is provided between them, connecting ribs protruding in the same direction as the vibration damping ribs are formed at both ends of each sound insulating concrete panel, and the connecting ribs at both ends are directed toward the hollow part. A sound insulating wall characterized in that each sound insulating concrete panel is connected by connecting the connecting ribs.
JP5035689U 1989-04-28 1989-04-28 Sound insulation concrete panels and walls Expired - Lifetime JPH0721686Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5035689U JPH0721686Y2 (en) 1989-04-28 1989-04-28 Sound insulation concrete panels and walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5035689U JPH0721686Y2 (en) 1989-04-28 1989-04-28 Sound insulation concrete panels and walls

Publications (2)

Publication Number Publication Date
JPH02141005U true JPH02141005U (en) 1990-11-27
JPH0721686Y2 JPH0721686Y2 (en) 1995-05-17

Family

ID=31568830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5035689U Expired - Lifetime JPH0721686Y2 (en) 1989-04-28 1989-04-28 Sound insulation concrete panels and walls

Country Status (1)

Country Link
JP (1) JPH0721686Y2 (en)

Also Published As

Publication number Publication date
JPH0721686Y2 (en) 1995-05-17

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