Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0214506B2 - - Google Patents
[go: Go Back, main page]

JPH0214506B2 - - Google Patents

Info

Publication number
JPH0214506B2
JPH0214506B2 JP56147176A JP14717681A JPH0214506B2 JP H0214506 B2 JPH0214506 B2 JP H0214506B2 JP 56147176 A JP56147176 A JP 56147176A JP 14717681 A JP14717681 A JP 14717681A JP H0214506 B2 JPH0214506 B2 JP H0214506B2
Authority
JP
Japan
Prior art keywords
vibration
floor
materials
floor slab
spring constant
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
Application number
JP56147176A
Other languages
Japanese (ja)
Other versions
JPS5847860A (en
Inventor
Shigeru Notani
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.)
Nippon Sheet Glass Co Ltd
Original Assignee
Nippon Sheet Glass Co Ltd
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 Nippon Sheet Glass Co Ltd filed Critical Nippon Sheet Glass Co Ltd
Priority to JP14717681A priority Critical patent/JPS5847860A/en
Publication of JPS5847860A publication Critical patent/JPS5847860A/en
Publication of JPH0214506B2 publication Critical patent/JPH0214506B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、集合住宅における床スラブのよう
に、周辺が壁や梁で構造的に支持された床スラブ
を単位としてその上に防振材を介して床板を支持
させてある防振床構造に関し、その目的は、床衝
撃音に対する改善効果を簡単な改良をもつて大巾
に向上する点にある。 従来にあつては例えば第3図、第4図に示すよ
うな配置間隔を等しくした碁盤目状配列の多数の
防振材7′がすべてバネ常数の等しいものとなつ
ていた。2はコンクリート壁、3は梁、4は押入
れ、8は床板である。この場合、床衝撃音が十分
に改善されていたとは言い難い。その理由は、衝
撃力が床スラブ中央部にも周辺部にも均等にかか
る傾向があるのに対し、前記単位の床スラブは中
央部が弱く、壁や梁で支持された周辺部は強い
(周辺部では打撃音が小さくなる)というアンバ
ランスがあるためである。 そこで、床板と床スラブとの間の全体にわたる
防振材を敷設し、その防振材のうちの床周辺部の
ものを、中央部のものよりも高密度の緩衝材から
形成するか(例えば実開昭54−84828号公報)、又
は、床スラブ全面に敷きつめた防振材よりも硬い
防振材を床周辺部にのみ点在させる(実開昭55−
126437号公報)という技術を採用して、床衝撃音
に対する抑止効果を高めることが考えられてい
る。しかし、両者とも材質の異なつた防振材を準
備しなければならず、不経済であるばかりか材質
管理に手間がかかるという欠点があつた。 本発明の目的は、上記の点に鑑みて、床衝撃音
抑止効果を高く維持しながら、安価な施工ができ
るようにする点にある。 そこで本考案の特徴構成は、バネ常数の夫々同
じ多数の防振材を、床スラブの中央部に位置する
ものの単位面積当たりの見掛け上のバネ常数が周
辺部に位置するものの、それよりも小になる状態
に配置間隔を相違させて設けてあることにある。 つまり、多数の防振材を配置する時に、その配
置間隔を、周辺側ほど小さくする等の簡単な施工
によつて、単位面積当たりの見掛け上のバネ常数
を異ならせるだけで、床板上に加えられた衝撃力
が床スラブに伝達される際、構造的に弱い床スラ
ブ中央部よりも壁、梁で支持された床スラブ周辺
部の方により多くの力が伝わり、その力を見掛け
上のバネ常数の大きい周辺部の多数の防振材によ
つて受止める。そのために、床衝撃音に対する抑
止効果を大巾に高めることができるに至つた。そ
の上、床スラブ上に配置する多数の防振材は、全
て同一のバネ常数であるために、一種の防振材を
準備するだけでよく、材料管理が簡単で安価な施
工ができ経済性を向上させることができるように
なつた。 以下、実施例を第1図、第2図において説明す
る。 1はその周辺に構造用のコンクリート壁2をも
つ床スラブで、1つ下階の同様のコンクリート壁
2や梁3によつて周辺を支持された1単位のもの
である。4は押入れ、5は窓開口、6はドア開口
である。7は防振材で、実質バネ常数を同じくす
る防振材7の配置間隔を変えてある。8は床板で
あり、これに加わつた衝撃力Pに対する反力はグ
ラフの通り周辺側ほど大である。つまり見掛け上
のバネ常数が周辺側に近づくにつれて漸増してい
る。9はライナである。 次にグラスウールを圧縮成形し、ゴム薄膜で被
包した防振材7を第1図のパターンで用いて透過
音改善量△L(裸スラブとの差。単位dB)を測定
した。又、3.1×104N/mの防振材7を等間隔で
均等に配置した場合(従来例)と、押入れのとこ
ろの間仕切壁に沿つて位置する防振材に他よりも
バネ常数の大きい13.1×104N/mのものを用いた
場合(比較例)も測定した。その結果が次表であ
る。
The present invention relates to a vibration-isolating floor structure in which a floor slab is structurally supported around the periphery by walls and beams, such as a floor slab in an apartment complex, and a floor plate is supported on top of the floor slab through a vibration-isolating material. The purpose is to greatly improve the effect of improving floor impact noise through simple improvements. In the past, as shown in FIGS. 3 and 4, for example, a large number of vibration isolators 7' arranged in a grid pattern with equal spacing all had the same spring constant. 2 is a concrete wall, 3 is a beam, 4 is a closet, and 8 is a floorboard. In this case, it is difficult to say that floor impact noise has been sufficiently improved. The reason for this is that the impact force tends to be applied evenly to the center and the periphery of the floor slab, whereas the unit floor slab is weaker in the center and stronger in the periphery supported by walls and beams ( This is because there is an imbalance in that the impact sound is lower in the peripheral areas. Therefore, it is necessary to install vibration isolating material throughout the area between the floorboards and the floor slab, and to form the vibration isolating material around the floor from a cushioning material with a higher density than that in the center (for example, (Japanese Utility Model Application Publication No. 54-84828), or scattering vibration-proofing material that is harder than the vibration-proofing material spread over the entire floor slab only around the floor (Japanese Utility Model Publication No. 55-84828)
126437) is being considered to improve the suppression effect against floor impact noise. However, both methods require the preparation of vibration isolating materials made of different materials, which is not only uneconomical but also requires time and effort to manage the materials. In view of the above points, an object of the present invention is to enable inexpensive construction while maintaining a high floor impact noise suppression effect. Therefore, the characteristic configuration of the present invention is that a large number of vibration isolators each having the same spring constant are placed in the center of the floor slab, but the apparent spring constant per unit area is smaller than that of the one located in the periphery. The reason for this is that they are arranged at different intervals to achieve the following conditions. In other words, when arranging a large number of vibration-proofing materials, you can simply change the apparent spring constant per unit area by making the spacing between them smaller toward the periphery. When the impact force is transmitted to the floor slab, more force is transmitted to the periphery of the floor slab supported by walls and beams than to the center of the floor slab, which is structurally weak, and the force is It is caught by a large number of vibration isolating materials around the area where the constant is large. As a result, it has become possible to greatly enhance the effect of suppressing floor impact noise. Furthermore, since the many vibration isolators placed on the floor slab all have the same spring constant, it is only necessary to prepare one type of vibration isolator, which makes material management easy and inexpensive construction, making it economical. I am now able to improve my Examples will be described below with reference to FIGS. 1 and 2. 1 is a floor slab with a structural concrete wall 2 around it, and is a unit whose periphery is supported by a similar concrete wall 2 and beams 3 one floor below. 4 is a closet, 5 is a window opening, and 6 is a door opening. 7 is a vibration isolating material, and the spacing of the vibration isolating materials 7 having substantially the same spring constant is changed. 8 is a floor plate, and as shown in the graph, the reaction force against the impact force P applied to the floor plate is larger toward the periphery. In other words, the apparent spring constant gradually increases as it approaches the periphery. 9 is liner. Next, the amount of improvement in transmitted sound ΔL (difference from a bare slab; unit: dB) was measured using a vibration isolating material 7 made of glass wool and covered with a thin rubber film in the pattern shown in FIG. In addition, when the vibration isolators 7 of 3.1×10 4 N/m are arranged evenly at equal intervals (conventional example), the vibration isolators located along the partition wall in the closet have a spring constant higher than others. Measurements were also made using a larger one (comparative example) with a diameter of 13.1×10 4 N/m. The results are shown in the table below.

【表】 つまり本発明を適用すれば改善量が大巾にアツ
プすること、ならびに、間仕切部のところのバネ
常数を大にすると却つて悪い結果が生ずることが
認められる。 尚、第1図の場合の防振材7としては、高密度
無機繊維(グラスウール、ロツクウールなど)を
ゴム薄膜で被包したもの、或いは全体が硬質ゴム
でできたものがある。
[Table] In other words, it is recognized that if the present invention is applied, the amount of improvement will be greatly increased, and that increasing the spring constant at the partition portion will actually produce worse results. The vibration isolating material 7 in the case of FIG. 1 may be one in which high-density inorganic fibers (glass wool, rock wool, etc.) are covered with a thin rubber film, or one made entirely of hard rubber.

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

図面は本発明に係る防振床構造の実施例を示
し、第1図は概略平面図、第2図は反力分布グラ
フを併せ示す概略断面図、第3図、第4図は従来
構造の概略平面図と概略断面図である。 1……床スラブ、7……防振材、8……床板。
The drawings show an embodiment of the vibration-isolating floor structure according to the present invention, in which Fig. 1 is a schematic plan view, Fig. 2 is a schematic cross-sectional view also showing a reaction force distribution graph, and Figs. 3 and 4 are examples of the conventional structure. They are a schematic plan view and a schematic cross-sectional view. 1...floor slab, 7...vibration isolating material, 8...floorboard.

Claims (1)

【特許請求の範囲】[Claims] 1 周辺が壁や梁で構造的に支持された単位床ス
ラブ1上に、床板8を防振材7を介して支持させ
てある防振床構造であつて、バネ常数の夫々同じ
多数の防振材7を、床スラブ1の中央部に位置す
るものの単位面積当たりの見掛け上のバネ常数が
周辺部に位置するものの、それよりも小になる状
態に配置間隔を相違させて設けてある防振床構
造。
1 A vibration-proof floor structure in which a floor plate 8 is supported via vibration-proofing materials 7 on a unit floor slab 1 whose periphery is structurally supported by walls and beams, with a large number of vibration-proofing materials each having the same spring constant. The vibration materials 7 are arranged at different intervals so that the apparent spring constant per unit area of the vibration materials 7 located at the center of the floor slab 1 is smaller than that of the materials located at the periphery. Shaking bed structure.
JP14717681A 1981-09-17 1981-09-17 Vibration dampening floor structure Granted JPS5847860A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14717681A JPS5847860A (en) 1981-09-17 1981-09-17 Vibration dampening floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14717681A JPS5847860A (en) 1981-09-17 1981-09-17 Vibration dampening floor structure

Publications (2)

Publication Number Publication Date
JPS5847860A JPS5847860A (en) 1983-03-19
JPH0214506B2 true JPH0214506B2 (en) 1990-04-09

Family

ID=15424296

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14717681A Granted JPS5847860A (en) 1981-09-17 1981-09-17 Vibration dampening floor structure

Country Status (1)

Country Link
JP (1) JPS5847860A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60152768A (en) * 1984-01-17 1985-08-12 三菱油化株式会社 Sound insulation floor structure for concrete buildings
JP7605404B2 (en) * 2020-09-30 2024-12-24 大和ハウス工業株式会社 Anti-vibration floating floor

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6029570Y2 (en) * 1977-11-29 1985-09-06 鹿島建設株式会社 floating floor
JPS55126437U (en) * 1979-02-20 1980-09-06

Also Published As

Publication number Publication date
JPS5847860A (en) 1983-03-19

Similar Documents

Publication Publication Date Title
JP3607593B2 (en) Partition wall structure
JPH0214506B2 (en)
JPH08319680A (en) Sound insulating device
JPH04213650A (en) Structure of sound-proof floor
JP2918907B2 (en) Floor structure
JPH0222420Y2 (en)
JP2003172019A (en) Floating interior-finishing structure of building
JPH07252967A (en) Vibration prevention structure
JP2583630B2 (en) Soundproof double floor structure
JP2583623B2 (en) Soundproof double floor structure and floor panel
JP2815181B2 (en) Floor structure
JPS6332256Y2 (en)
JP2001132151A (en) Floor structure
KR20210047101A (en) Noise Absorption Structure Of Slab Concrete
JPH035623Y2 (en)
JP2617588B2 (en) Soundproof double floor structure
JP7683981B2 (en) Anti-vibration floating floor
JP2868293B2 (en) Structure to prevent sideways propagation between adjacent rooms
JPS6120890Y2 (en)
JP2778713B2 (en) Floor structure
JP2536685Y2 (en) Soundproof flooring
JPS6143861Y2 (en)
JPS639726Y2 (en)
JPS6222591Y2 (en)
JPH02178464A (en) Floor structure