JPH0642093A - Damping floor slab - Google Patents
Damping floor slabInfo
- Publication number
- JPH0642093A JPH0642093A JP21846092A JP21846092A JPH0642093A JP H0642093 A JPH0642093 A JP H0642093A JP 21846092 A JP21846092 A JP 21846092A JP 21846092 A JP21846092 A JP 21846092A JP H0642093 A JPH0642093 A JP H0642093A
- Authority
- JP
- Japan
- Prior art keywords
- floor slab
- vibration
- sloshing
- floor
- concrete
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は集合住宅、エアロビクス
スタジオ、体育館、機械室等の床に用いられて好適な防
振床スラブに関し、更に詳細には、歩行、運動、物の落
下等による床への振動や、設備機械の床への加振による
床スラブの鉛直方向の振動発生を低下させ、振動障害や
床衝撃音を低減するための防振床スラブに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-vibration floor slab suitable for use in floors of housing complexes, aerobics studios, gymnasiums, machine rooms, etc. The present invention relates to an anti-vibration floor slab for reducing vibration disturbance and floor impact sound by reducing vertical vibration of the floor slab due to vibration to the floor and vibration of equipment machinery to the floor.
【０００２】[0002]
【従来の技術】従来の防振床構造としては、床スラブを
厚くして高剛性化することにより、構造躯体である床ス
ラブ自体に防振性能を持たせる方式や、床スラブ上に緩
衝層（防振層）を介して浮き床層を構築し、浮き床層と
躯体床スラブ間の振動の伝達を低減する浮き床構造方式
が知られている。2. Description of the Related Art Conventional vibration-isolating floor structures include a method in which the floor slab itself, which is a structural body, has vibration-proofing performance by thickening the floor slab to make it highly rigid, and a buffer layer on the floor slab. A floating floor structure method is known in which a floating floor layer is constructed via a (vibration isolation layer) to reduce the transmission of vibration between the floating floor layer and the building floor slab.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、床スラ
ブを厚くする方式や浮き床構造方式では、通常の床スラ
ブに比べ荷重が増加し、躯体全体がコストアップになる
不具合がある。更に、浮き床構造方式では施工に多くの
手間が掛かるため、工期が長期化してしまう不具合もあ
る。本発明は前記事情に鑑み案出されたものであって、
本発明の目的は、荷重の増加を伴わず、且つ、施工が容
易で低コスト化、工期の短縮化を図れる防振床スラブを
提供することにある。However, in the method of thickening the floor slab and the floating floor structure, there is a problem that the load is increased as compared with the normal floor slab and the cost of the entire skeleton is increased. Further, the floating floor structure method requires a lot of time and labor for the construction, which causes a problem that the construction period is prolonged. The present invention has been devised in view of the above circumstances,
An object of the present invention is to provide a vibration-isolated floor slab that does not involve an increase in load, can be easily constructed, can be manufactured at low cost, and can shorten the construction period.
【０００４】[0004]
【課題を解決するための手段】前記目的を達成するため
本発明は、内部に鉄筋が配筋されたコンクリート床スラ
ブであって、前記コンクリート床スラブの振動の腹とな
る箇所にスロッシングダンパが埋設されていることを特
徴とする。To achieve the above object, the present invention relates to a concrete floor slab in which reinforcing bars are reinforced, and a sloshing damper is embedded in a portion of the concrete floor slab that is an antinode of vibration. It is characterized by being.
【０００５】[0005]
【実施例】以下、本発明の実施例を図面を参照して説明
する。図１は本実施例に係る防振床スラブの断面正面
図、図２は同平面図を示す。１は防振床スラブであり、
防振床スラブ１は平面視矩形状を呈し、その四辺は梁３
により囲まれている。防振床スラブ１の内部には鉄筋５
が配筋され、また、防振床スラブ１の振動の腹となる箇
所に複数のスロッシングダンパ７が埋設固定されてい
る。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional front view of a vibration-isolated floor slab according to this embodiment, and FIG. 2 is a plan view of the same. 1 is an anti-vibration floor slab,
The anti-vibration floor slab 1 has a rectangular shape in plan view, and its four sides are beams 3
It is surrounded by. Inside the vibration-isolated floor slab 1, there are 5 rebars.
Are arranged, and a plurality of sloshing dampers 7 are embedded and fixed in the vibration antifloor floor slab 1 at the antinode of vibration.
【０００６】スロッシングダンパ７は、十分な剛性を持
つ材料で形成された容器７０１と、この容器７０１内に
封入された液体７０３とで構成されている。容器７０１
の上部には、複数の鋼棒からなる定着金物７０５が溶着
されている。この定着金物７０５は、コンクリートＣ中
にスロッシングダンパ７を埋設するに際して、スロッシ
ングダンパ７のコンクリートＣ中への付着力を高めるた
めの物である。The sloshing damper 7 is composed of a container 701 made of a material having sufficient rigidity and a liquid 703 sealed in the container 701. Container 701
A fixing metal piece 705 made of a plurality of steel rods is welded to the upper part of the. The fixing hardware 705 is for increasing the adhesion of the sloshing damper 7 to the concrete C when the sloshing damper 7 is embedded in the concrete C.
【０００７】防振床スラブ１を製造するに際しては、ま
ず、床スラブ１の振動の腹となる箇所で型枠材９上に複
数のスロッシングダンパ７を載置固定する。次に、型枠
材９上に鉄筋５を配筋する。次に、型枠材９上にコンク
リートＣを打設して養生させる。このとき、コンクリー
トＣの硬化により、定着金物７０５を介してスロッシン
グダンパ７はコンクリートＣ中に強固に固定される。そ
して、養生後、型枠材９を取り外して防振床スラブ１が
得られる。When manufacturing the anti-vibration floor slab 1, first, a plurality of sloshing dampers 7 are mounted and fixed on the formwork material 9 at a place where vibrations of the floor slab 1 occur. Next, the reinforcing bars 5 are arranged on the form material 9. Next, concrete C is cast on the mold material 9 and cured. At this time, due to the hardening of the concrete C, the sloshing damper 7 is firmly fixed in the concrete C through the fixing hardware 705. Then, after curing, the formwork material 9 is removed to obtain the vibration-isolated floor slab 1.
【０００８】本実施例に係る防振床スラブ１によれば、
床スラブ１が鉛直方向に励振されると、スロッシングダ
ンパ７が床スラブ１と一体的に振動し、スロッシングダ
ンパ７内の液体７０３の運動により振動エネルギが消費
されてダンピング効果が生じ、床スラブ１の鉛直方向の
振動が低減される。そして、防振床スラブ１は、コンク
リートＣを打設する前にスロッシングダンパ７を配設す
るという簡単な工程を従来の工程に増やすことで得ら
れ、また、従来のコンクリート床スラブにスロッシング
ダンパ７が埋設されている構造であるので、従来の床ス
ラブとほぼ同程度の施工手間により、また、従来の床ス
ラブの厚みを大きくすることなく安価な防振床スラブ１
を構築することが可能となる。According to the vibration-isolated floor slab 1 according to this embodiment,
When the floor slab 1 is excited in the vertical direction, the sloshing damper 7 vibrates integrally with the floor slab 1, and the vibration energy is consumed by the movement of the liquid 703 in the sloshing damper 7 to generate a damping effect. The vertical vibration of is reduced. The anti-vibration floor slab 1 can be obtained by adding the simple process of disposing the sloshing damper 7 before placing the concrete C to the conventional process, and the sloshing damper 7 can be added to the conventional concrete floor slab. Since the structure is embedded, the vibration-proof floor slab 1 that is inexpensive and requires almost the same amount of construction work as the conventional floor slab and does not increase the thickness of the conventional floor slab 1
It is possible to build.
【０００９】[0009]
【発明の効果】以上の説明で明らかなように本発明によ
れば、コンクリート床スラブの振動の腹となる箇所にス
ロッシングダンパを埋設する構成としたので、荷重の増
加を伴わず、且つ、施工が容易で低コスト化、工期の短
縮化を図れる防振床スラブが得られる。As is apparent from the above description, according to the present invention, since the sloshing damper is embedded in a portion which becomes an antinode of the vibration of the concrete floor slab, the construction is carried out without increasing the load. It is possible to obtain a vibration-isolated floor slab that can be easily manufactured at low cost and shorten the construction period.
【図１】本実施例に係る防振床スラブの断面正面図であ
る。FIG. 1 is a sectional front view of a vibration-isolated floor slab according to an embodiment.
【図２】本実施例に係る防振床スラブの平面図である。FIG. 2 is a plan view of the anti-vibration floor slab according to the present embodiment.
１ 防振床スラブ ３ 梁 ５ 鉄筋 ７ スロッシングダンパ ９ 型枠材 1 Anti-vibration floor slab 3 Beam 5 Reinforcing bar 7 Sloshing damper 9 Form material
Claims (1)
スラブであって、 前記コンクリート床スラブの振動の腹となる箇所にスロ
ッシングダンパが埋設されている、 ことを特徴とする防振床スラブ。1. An anti-vibration floor slab, comprising a concrete floor slab having reinforcing bars arranged therein, wherein a sloshing damper is embedded in a portion which is a vibration antinode of the concrete floor slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21846092A JPH0642093A (en) | 1992-07-24 | 1992-07-24 | Damping floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21846092A JPH0642093A (en) | 1992-07-24 | 1992-07-24 | Damping floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0642093A true JPH0642093A (en) | 1994-02-15 |
Family
ID=16720254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21846092A Pending JPH0642093A (en) | 1992-07-24 | 1992-07-24 | Damping floor slab |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0642093A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100919555B1 (en) * | 2007-09-11 | 2009-10-01 | 재단법인서울대학교산학협력재단 | Slab and its Constructing Method for Preventing Propagation of Impact Sound |
-
1992
- 1992-07-24 JP JP21846092A patent/JPH0642093A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100919555B1 (en) * | 2007-09-11 | 2009-10-01 | 재단법인서울대학교산학협력재단 | Slab and its Constructing Method for Preventing Propagation of Impact Sound |
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