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JPH0715215B2 - Floor structure - Google Patents
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JPH0715215B2 - Floor structure - Google Patents

Floor structure

Info

Publication number
JPH0715215B2
JPH0715215B2 JP59265912A JP26591284A JPH0715215B2 JP H0715215 B2 JPH0715215 B2 JP H0715215B2 JP 59265912 A JP59265912 A JP 59265912A JP 26591284 A JP26591284 A JP 26591284A JP H0715215 B2 JPH0715215 B2 JP H0715215B2
Authority
JP
Japan
Prior art keywords
vibration
panel body
floor
foundation
support
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 - Fee Related
Application number
JP59265912A
Other languages
Japanese (ja)
Other versions
JPS61146955A (en
Inventor
修 森
則行 千葉
久男 人見
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 JP59265912A priority Critical patent/JPH0715215B2/en
Publication of JPS61146955A publication Critical patent/JPS61146955A/en
Publication of JPH0715215B2 publication Critical patent/JPH0715215B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Floor Finish (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は集合住宅等の床構成用に用いられ、特に遮音性
能が考慮された置床構造に関する。
Description: [Industrial field of application] The present invention relates to a floor structure used for floor construction of an apartment or the like, and particularly considering sound insulation performance.

[背景技術及び解決すべき事項] 集合住宅、体育館等に用いられる置床構造は、パネル体
をレベル調整可能な複数個の支持体でコンクリート製基
礎上へ支持するようになっている(一例として特開昭54
−36032号、特開昭56−97056号)。
BACKGROUND ART AND MEASURES TO BE SOLVED The floor placement structure used in apartment houses, gymnasiums, etc. is designed to support a panel body on a concrete foundation with a plurality of level-adjustable supports (as an example, Kaisho 54
-36032, JP-A-56-97056).

またこれらの置床構造にあつて、防振効果を得るため、
パネル体へ単に制振材を挟持した構成が提案されてい
る。このような置床構造においては、制振材により多少
の制振効果は向上することが判明している。しかしなが
ら、制振効果を高め、軽量衝撃音を低減させるために、
制振材としてどのような材質のものを使用してパネル体
の損失係数を特定し、これとの関連でパネル体をコンク
リート基礎上に支持する防振ゴムの固有振動数をどのよ
うに設定すればよいのか、未だ種々の実験がなされてい
る段階である。
In addition, in order to obtain a vibration-proof effect for these floor structures,
A configuration has been proposed in which a damping material is simply sandwiched between panel bodies. In such a floor structure, it has been found that the damping material improves the damping effect to some extent. However, in order to enhance the vibration damping effect and reduce the light impact sound,
What kind of damping material is used to identify the loss factor of the panel body, and in relation to this, how is the natural frequency of the anti-vibration rubber that supports the panel body on the concrete foundation set? It is at the stage where various experiments are still being conducted.

本発明は上記事実を考慮し、パネル体を支持体とを有す
る置床構造にあって、床衝撃音、特に軽量床衝撃音に対
して充分な制振効果を得ることができる置床構造を提供
することが目的である。
In consideration of the above facts, the present invention provides a floor-standing structure having a panel body and a support, which is capable of obtaining a sufficient vibration-damping effect against floor impact noise, particularly lightweight floor impact noise. That is the purpose.

[発明の概要及び作用] 本発明は、パネル体をレベル調整可能な支持体で基礎上
へ支持する置床構造であって、前記パネル体を上材と下
材との間に制振材を挟持して構成し、500Hzにおける損
失係数を0.03以上とし、前記支持体と前記基礎との間に
介在される防振ゴムの固有振動数を15Hzから70Hzの間に
設定したことを特徴としている。
[Summary and Action of the Invention] The present invention is a flooring structure in which a panel body is supported on a foundation by a level-adjustable support body, in which a damping material is sandwiched between an upper material and a lower material. The loss factor at 500 Hz is 0.03 or more, and the natural frequency of the vibration-proof rubber interposed between the support and the foundation is set between 15 Hz and 70 Hz.

このように、制振材が中間層に配設されたパネル体の損
失係数を500Hzにおいて0.03以上とし、さらに、このパ
ネル体を支持する支持体に取付けられる防振ゴムの固有
振動数を15Hzから70Hzの間に設定することにより、制振
効果を高め、軽量床衝撃音を低減させることができる。
In this way, the loss factor of the panel body in which the damping material is arranged in the intermediate layer is 0.03 or more at 500 Hz, and the natural frequency of the vibration isolation rubber attached to the support body that supports this panel body is from 15 Hz. By setting it between 70Hz, it is possible to enhance the vibration damping effect and reduce the lightweight floor impact sound.

[発明の実施例] 第1図には本発明の第1実施例が適用された置床構造が
示されている。
[Embodiment of the Invention] FIG. 1 shows a floor structure to which the first embodiment of the present invention is applied.

この実施例ではパネル体10が複数個の支持体12でコンク
リート製基礎14上へ配置されている。
In this embodiment, the panel body 10 is arranged on a concrete foundation 14 with a plurality of supports 12.

支持体12は第2図にも詳細に示される如く軸心を垂直と
して配置されるボルト16の下端部に雄ねじが形成されて
フランジ18が螺合している。このフランジ18は下端面に
防振ゴム20が取付けられて基礎14への当接用となってい
る。
As shown in detail in FIG. 2, the support body 12 has a male thread formed on the lower end of a bolt 16 arranged with its axis center vertical, and a flange 18 is screwed into the male thread. An anti-vibration rubber 20 is attached to the lower end surface of the flange 18 for abutting against the foundation 14.

この防振ゴム20は基礎14に向けて凸状とされた半球状を
なしているが、同様の固有振動数を有するものであれば
円筒、角柱、円柱等の他の形状であってもよい。防振ゴ
ム20として最も望ましいものはNR50部に対し、1.2ポリ
ブタジエン50〜80部の組成である。
The anti-vibration rubber 20 has a hemispherical shape that is convex toward the foundation 14, but may have another shape such as a cylinder, a prism, or a cylinder as long as it has a similar natural frequency. . The most desirable vibration proof rubber 20 has a composition of 50 to 80 parts of 1.2 polybutadiene with respect to 50 parts of NR.

ボルト16の上端部は支持プレート22へ固着されている。
この支持プレート22はボルト16と螺合構造とすることも
できる。
The upper end of the bolt 16 is fixed to the support plate 22.
The support plate 22 may be screwed with the bolt 16.

パネル体10は上材24と下材26との間に制振材28が挟持重
合された構成となっている。
The panel body 10 has a structure in which a damping material 28 is sandwiched and superposed between an upper material 24 and a lower material 26.

上材24、下材26は拘束材としての役目を有し、制振材28
をサンドイツチ構造とすることによりパネル体10の損失
係数を大きくしている。上材24、下材26はパーテイクル
ボード等の木質パネル、フレキシブルボード、スレート
などの無機材料パネルが好ましいが厚さ15mm,12mm程度
のパーテイクルボードが最も望ましい。
The upper material 24 and the lower material 26 have a role as restraint materials, and the damping material 28
The loss factor of the panel body 10 is increased by adopting a sun-germany structure. The upper material 24 and the lower material 26 are preferably wood-based panels such as particle boards, inorganic boards such as flexible boards and slates, but most preferably particle boards having a thickness of about 15 mm and 12 mm.

また、制振材28には、アクリル系、シリコン系のプラス
チックエマルジョン100重量部に対して無機質充填材20
〜50重量部、増粘剤5重量部以下で組成された粘弾性体
が使用される。
In addition, the damping material 28 includes an inorganic filler 20% with respect to 100 parts by weight of an acrylic or silicone plastic emulsion.
A viscoelastic body composed of -50 parts by weight and 5 parts by weight or less of a thickener is used.

このような制振材28を使用することにより、パネル体10
の損失係数が500Hzで0.03以上となり、さらに、これに
対応して、防振ゴム20の固有振動数を15Hzから70Hzの範
囲に設定することで、制振効果が大きくなる。
By using such a damping material 28, the panel body 10
Has a loss coefficient of 0.03 or more at 500 Hz, and correspondingly, by setting the natural frequency of the antivibration rubber 20 in the range of 15 Hz to 70 Hz, the vibration damping effect is increased.

このように構成される本実施例の置床構造では、平面形
状が1メートル四方のパネル体10へ複数個、一例として
4個の支持体12を取付け、ボルト16の回転によりボルト
16とフランジ18との相対高さを変更しながらレベル調整
を行って基礎14上へ敷設する。必要に応じて上材24上に
は第2図に示される如く木質板材30を取付けて仕上材と
することができる。
In the floor structure according to the present embodiment configured as described above, a plurality of, for example, four support bodies 12 are attached to the panel body 10 having a planar shape of 1 meter square, and the bolts 16 are rotated by rotating the bolts 16.
The level is adjusted while changing the relative height between the flange 16 and the flange 18 and laid on the foundation 14. If necessary, a wood plate material 30 can be attached to the top material 24 as shown in FIG. 2 to form a finish material.

第3図は本実施例を適用した場合の周波数に対する床衝
撃音レベルの測定結果を示すものであり、図中符号32は
防振ゴム20の固有振動数が70Hzを越すものが取りつけら
れた例、符号34は防振ゴムの固有振動数を約40Hzに調整
した例、図中符号36は本実施例の様に、パネル体10へ挟
持する制振材28と支持体12の防振ゴム20を共に考慮して
最適化(防振ゴム20の固有振動数40Hzで50Hzにおける損
失係数0.05)を行った場合がそれぞれ示されており、こ
の測定結果はJISA1418のタツピングマシン法による結果
である。
FIG. 3 shows the measurement results of the floor impact sound level with respect to the frequency when this embodiment is applied. In the figure, reference numeral 32 is an example in which the vibration isolating rubber 20 having a natural frequency exceeding 70 Hz is attached. , 34 is an example in which the natural frequency of the vibration-proof rubber is adjusted to about 40 Hz, and reference numeral 36 in the drawing is the vibration-proof rubber 20 of the support body 12 and the vibration-damping material 28 sandwiched between the panel bodies 10 as in the present embodiment. The results are shown in the case of performing optimization (loss coefficient 0.05 at 50 Hz at natural frequency 40 Hz of the anti-vibration rubber 20) in consideration of both, and the measurement results are the results by the tapping machine method of JIS A1418.

なお上記実施例において、上材24の表面へ仕上加工をし
て木質板材30を省略することも可能である。
In the above embodiment, it is possible to finish the surface of the upper member 24 and omit the wood board 30.

次に第4図には本発明の第2実施例に係る置床構造が示
されている。
Next, FIG. 4 shows a floor placing structure according to a second embodiment of the present invention.

この実施例では複数枚敷設されるパネル体10の境界部に
支持体12が配置されており、これにより支持体12は隣接
するパネル体10を共に支持する構造となっている。
In this embodiment, the support 12 is arranged at the boundary of the panel bodies 10 to be laid, whereby the support 12 has a structure for supporting the adjacent panel bodies 10 together.

このような配置とする場合にはパネル体10に対する支持
体12の本数が減少するため、前記実施例に比べて防振ゴ
ム20の固有振動数が多少低下することになる。
With such an arrangement, the number of supporting bodies 12 with respect to the panel body 10 is reduced, so that the natural frequency of the vibration-proof rubber 20 is slightly reduced as compared with the above-described embodiment.

[発明の効果] 本発明は上記構成としたので、制振効果を高め、軽量床
衝撃音を低減させることができる。
EFFECTS OF THE INVENTION Since the present invention has the above-described configuration, it is possible to enhance the vibration damping effect and reduce the lightweight floor impact sound.

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

第1図は本発明に係る置床構造の第1実施例が適用され
た状態を示す縦断面図、第2図は第1図の一部拡大図、
第3図は従来の置床構造と本実施例を比較して示す周波
数に対する床衝撃音レベルの線図、第4図は第2実施例
を示す縦断面図である。 10……パネル体、12……支持体、14……基礎、24……上
材、26……下材、28……制振材。
FIG. 1 is a vertical cross-sectional view showing a state in which a first embodiment of a floor placing structure according to the present invention is applied, and FIG. 2 is a partially enlarged view of FIG.
FIG. 3 is a diagram of floor impact sound levels with respect to frequencies shown in comparison with a conventional floor structure and this embodiment, and FIG. 4 is a vertical sectional view showing the second embodiment. 10 …… Panel body, 12 …… Supporting body, 14 …… Foundation, 24 …… Upper material, 26 …… Lower material, 28 …… Vibration damping material.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】パネル体をレベル調整可能な支持体で基礎
上へ支持する置床構造であって、 前記パネル体を上材と下材との間に制振材を挟持して構
成し、500Hzにおける損失係数を0.03以上とし、前記支
持体と前記基礎との間に介在される防振ゴムの固有振動
数を15Hzから70Hzの間に設定したことを特徴とする置床
構造。
1. A floor-standing structure in which a panel body is supported on a foundation by a level-adjustable support body, wherein the panel body is constructed by sandwiching a damping material between an upper material and a lower material, and 500 Hz The flooring structure is characterized in that the loss coefficient in 0.02 is 0.03 or more, and the natural frequency of the anti-vibration rubber interposed between the support and the foundation is set between 15 Hz and 70 Hz.
JP59265912A 1984-12-17 1984-12-17 Floor structure Expired - Fee Related JPH0715215B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59265912A JPH0715215B2 (en) 1984-12-17 1984-12-17 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59265912A JPH0715215B2 (en) 1984-12-17 1984-12-17 Floor structure

Publications (2)

Publication Number Publication Date
JPS61146955A JPS61146955A (en) 1986-07-04
JPH0715215B2 true JPH0715215B2 (en) 1995-02-22

Family

ID=17423826

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59265912A Expired - Fee Related JPH0715215B2 (en) 1984-12-17 1984-12-17 Floor structure

Country Status (1)

Country Link
JP (1) JPH0715215B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6928428B2 (en) * 2016-07-27 2021-09-01 株式会社ノザワ Sound insulation floor structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5913884Y2 (en) * 1981-07-21 1984-04-24 朝日工業株式会社 chair cushion structure
JPS5921341U (en) * 1982-07-30 1984-02-09 フクビ化学工業株式会社 Earthquake-proof floors for buildings

Also Published As

Publication number Publication date
JPS61146955A (en) 1986-07-04

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