JPH0369746A - Floor structure body - Google Patents

Floor structure body

Info

Publication number
JPH0369746A
JPH0369746A JP1207693A JP20769389A JPH0369746A JP H0369746 A JPH0369746 A JP H0369746A JP 1207693 A JP1207693 A JP 1207693A JP 20769389 A JP20769389 A JP 20769389A JP H0369746 A JPH0369746 A JP H0369746A
Authority
JP
Japan
Prior art keywords
floor
girders
ceiling
hanging tree
ceiling hanging
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
Application number
JP1207693A
Other languages
Japanese (ja)
Inventor
Toshiro Takeda
武田 敏郎
Shoji Nagashima
長島 章二
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP1207693A priority Critical patent/JPH0369746A/en
Publication of JPH0369746A publication Critical patent/JPH0369746A/en
Pending legal-status Critical Current

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  • Floor Finish (AREA)

Abstract

PURPOSE:To decrease impact sound to a floor by forming an external frame of a plurality of floor girders, by installing ceiling hangers to floor beams arranged between the girders and by providing weights to the sides of the ceiling hangers. CONSTITUTION:An external frame 1 is formed of four wooden floor girders 1a and 1b, and four floor beams 2 are installed at equal intervals between the girders 1b on the opposite gable ends. Then floor boards 3 are fixed to the upper face of the external frame 1 and to the upper faces of the floor beams 2. Vertical connecting boards 4 and connecting hardwares 9 are installed in the direction intersecting the floor beams 2 at a right angle and are also fixed to the sides of the ridge-side floor girders and the floor beams 2. Then ceiling hangers 5 are installed between the vertical connecting boards 4 and the gable-side floor girders 1b, and weights, approximately weighing 2kg each, are installed to the sides of the ceiling hangers 5. Thereby impact sound reverberating to downstair rooms can be decreased.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、建物の床構造体であって特にその遮音性能に
関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a floor structure for a building, and particularly to its sound insulation performance.

(従来の技術) 従来、木質系建物ユニット等を構成する床構造としては
、例えば、特開昭62−55358号公報に記載されて
いるようなものが知られている。
(Prior Art) Conventionally, as a floor structure constituting a wooden building unit or the like, the one described in, for example, Japanese Patent Application Laid-Open No. 62-55358 is known.

この従来の床構造体は、複数の床大梁によって外枠が形
成され、並設配置された複数の床小梁が前記外枠の相対
する大梁間に架設され、史に前記各床小梁の上面に床板
が固定されて構成されている。
In this conventional floor structure, an outer frame is formed by a plurality of floor girders, and a plurality of floor girders arranged in parallel are constructed between opposing girders of the outer frame. It consists of a floor plate fixed to the top surface.

(発明が解決しようとする課題) しかしながら、このような従来の床構造体を用いて構築
された建物にあっては、物が落下した時、例えば、上階
室に居住する子供が飛び跳ねたり走り回ったりする時の
床衝撃音が下階室に響き、下階室の居住性が損なわれて
いた。
(Problems to be Solved by the Invention) However, in buildings constructed using such conventional floor structures, when an object falls, for example, a child living in an upper floor room may jump or run around. The sound of the floor impact when the floor was moved was echoing in the lower floor rooms, impairing the livability of the lower floor rooms.

そこで1本考案は、上記従来に問題に着目し。Therefore, the present invention focuses on the above-mentioned conventional problems.

下階室に伝達される床衝撃音を低減することができる床
構造体を提供することを目的としている。
It is an object of the present invention to provide a floor structure that can reduce floor impact noise transmitted to a lower floor room.

(課題を解決するための手段) 本発明は、上述のような課題を解決することを目的とし
てなされたちので、この目的達成のために、本発明の床
構造体は、複数の床大梁で外枠が形成され、並設配置さ
れた複数の床小梁が前記外枠の相対する大梁間に架設さ
れ、床板が前記床小梁の上面に固定されている床構造に
おいて、前記床小梁と平行して前記相対する大梁間に天
井吊木が架設され、前記床小梁の下面よりち所定高さ低
い位置に前記天井吊木の下面が配設され、該天井吊木の
下面に天井板が固定されているものである。
(Means for Solving the Problems) The present invention has been made for the purpose of solving the above-mentioned problems, and in order to achieve this purpose, the floor structure of the present invention has a plurality of floor girders. In a floor structure in which a frame is formed, a plurality of floor beams arranged in parallel are constructed between opposing girders of the outer frame, and a floor plate is fixed to the upper surface of the floor beam, A ceiling hanging tree is installed between the opposing girders in parallel, the lower surface of the ceiling hanging tree is placed at a predetermined height lower than the lower surface of the floor beam, and a ceiling board is placed on the lower surface of the ceiling hanging tree. is fixed.

そして、上記天井吊木に、該天井吊木に生じる振動のう
ち、所定の周波数の振動の腹に相当する部分に重りを設
けることが望ましい。
It is desirable to provide the ceiling hanging tree with a weight at a portion corresponding to the antinode of vibration of a predetermined frequency among the vibrations generated in the ceiling hanging tree.

(作 用) 軽量物が床に落下した時の軽量床衝撃音は、主として床
板の振動に起因し、その振動が固体広幅及び空気広幅に
より下階室に伝わる。一方、重量物が床に落下した時の
重量床衝撃音は、主として床構造体全体の振動に起因す
る。
(Function) Light floor impact sound when a lightweight object falls on the floor is mainly caused by the vibration of the floorboard, and the vibration is transmitted to the lower floor room by the solid wide width and air wide width. On the other hand, heavy floor impact noise when a heavy object falls onto the floor is mainly caused by vibration of the entire floor structure.

そこで、請求項1に記載した床構造体では、天井吊木が
相対する床大梁間に架設されており、しかも、天井吊木
の下面が床小梁の下面よりも所定高さ低い位置に配設さ
れているので、天井板の上面と床小梁の下面との間に、
天井吊木の下面と床小梁の下面との高さの差に相当する
だけの間隔が確保され、振動の固体広幅経路は、床小梁
を経由せずに、床大梁と天井吊木を経由する経路となる
。従って、振動が床大梁及び床小梁から直接天井板に固
体伝播されていた従来構造に比べて、本実施例構造では
、振動の固体広幅経路の長さが延長されると共に、振動
の固体広幅経路の断面積が挟められることから、軽量床
衝撃音の下階室への伝播が減少する。
Therefore, in the floor structure according to claim 1, the ceiling hanging tree is installed between the opposing floor girders, and the lower surface of the ceiling hanging tree is placed at a predetermined height lower than the lower surface of the floor beam. between the top surface of the ceiling board and the bottom surface of the floor beam.
A gap equivalent to the difference in height between the bottom surface of the ceiling suspended tree and the bottom surface of the floor beam is secured, and the solid wide path of vibration is routed between the floor beam and the ceiling suspended beam without going through the floor beam. This is the route to take. Therefore, compared to the conventional structure in which vibration is directly propagated from the floor girder and floor girder to the ceiling panel, in this example structure, the length of the vibration solid wide path is extended, and the vibration solid solid width Since the cross-sectional area of the path is narrowed, the propagation of light floor impact sound to the downstairs room is reduced.

また、請求項2に記載した床構造体では、低減したい低
音発生時における天井吊木の振動の腹に相当する部分に
重りを設けることにより、効率的に天井吊木の振動を制
振し、結果として床構造体全体の振動を減衰し、低音の
重量床衝撃音を低減できる。
In addition, in the floor structure according to claim 2, by providing a weight at a portion corresponding to the antinode of the vibration of the ceiling hanging tree when the low sound that is desired to be reduced is generated, the vibration of the ceiling hanging tree is efficiently suppressed. As a result, vibrations of the entire floor structure can be damped, and low-pitched heavy floor impact noise can be reduced.

(実施例) 以下、本発明の実施例を図面により詳述する。(Example) Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

まず、第1図〜第4図に基づいて実施例の床構造体の構
成を説明する。
First, the structure of the floor structure of the embodiment will be explained based on FIGS. 1 to 4.

第1図は本実施例の床構造体を示す平面図、第2図は第
1図の11− II断面図、第3図は第1図のIII 
−III断面図、第4図は前記床構造体の要部を示す斜
視図である。
Fig. 1 is a plan view showing the floor structure of this embodiment, Fig. 2 is a sectional view taken along line 11-II in Fig. 1, and Fig. 3 is a sectional view taken along line III in Fig. 1.
-III sectional view and FIG. 4 are perspective views showing essential parts of the floor structure.

これらの図面に示すように、本実施例の床構造体は、四
本の木製床大梁1a、la、lb、lbによって長方形
状の外枠lが形成されており、該外枠lには四本の木製
床小梁2.2.2.2が固定されている。該四本の床小
梁2.2.2.2は等間隔に並設配置され、前記外枠l
の相対する妻側大梁1b、lb間に架設されている。
As shown in these drawings, in the floor structure of this embodiment, a rectangular outer frame l is formed by four wooden floor girders 1a, la, lb, and lb, and the outer frame l has four The wooden floor beams 2.2.2.2 are fixed. The four floor beams 2.2.2.2 are arranged in parallel at equal intervals, and the outer frame l
It is constructed between the opposing gable girders 1b and lb.

そして、床板3は、前記外枠lの上面と床小梁2の上面
とに固定されている。
The floor plate 3 is fixed to the upper surface of the outer frame 1 and the upper surface of the floor beam 2.

また、床小梁2の側面には、隣接する床小梁2.2を互
いに連結する垂直連結板4と連結金具9とが固定されて
いる。
Further, a vertical connecting plate 4 and a connecting fitting 9 are fixed to the side surface of the floor beam 2 to connect the adjacent floor beams 2.2 to each other.

前記垂直連結板4及び連結金具9は、床小梁2と直交方
向に設けられており、垂直連結板4は床小梁2の長平方
向中心位置に配設され、連結金具9は床小梁2のスパン
l/4の位置とスパン3/4点の位置に配設されている
。また、垂直連結板4の上面は、前記床小梁2の上面及
び床大梁la、lbの上面と面一に揃う高さに配設され
ている。尚、前記垂直連結板4及び連結金具9は、同様
にして桁側床大tp l aと床小梁2とを連結するよ
う両梁1a、2の測面にも固定されている。
The vertical connecting plate 4 and the connecting metal fittings 9 are provided in a direction perpendicular to the floor beam 2, the vertical connecting plate 4 is arranged at the center position in the longitudinal direction of the floor beam 2, and the connecting metal fitting 9 is arranged in the longitudinal direction of the floor beam 2. 2 at the span 1/4 point and at the span 3/4 point. Further, the upper surface of the vertical connecting plate 4 is arranged at a height that is flush with the upper surface of the floor beam 2 and the upper surfaces of the floor girders la and lb. Incidentally, the vertical connecting plate 4 and the connecting fitting 9 are also fixed to the surfaces of both beams 1a and 2 so as to connect the girder side floor size tp la and the floor beam 2 in the same manner.

また、前記垂直連結板4と妻側床大梁1bとの間には、
天井吊木5が架設され、この天井吊木5は、両端が垂直
連結板4の側面の下端部と妻側床大梁1bの側面の下端
部とに固定されている。また、この天井吊木5は、床小
梁2と平行に設けられ、隣接する床小梁2.2間の幅方
向中心位置に配設されている。また、この天井吊木5の
下面は、前記床小梁2の下面よりも5mm以上低い高さ
に配設されている。
Moreover, between the vertical connecting plate 4 and the gable side floor girder 1b,
A ceiling hanging tree 5 is installed, and both ends of the ceiling hanging tree 5 are fixed to the lower end of the side surface of the vertical connecting plate 4 and the lower end of the side surface of the gable floor girder 1b. Moreover, this ceiling hanging tree 5 is provided in parallel with the floor beam 2, and is arranged at the center position in the width direction between the adjacent floor beams 2.2. Further, the lower surface of this ceiling hanging tree 5 is arranged at a height lower than the lower surface of the floor beam 2 by 5 mm or more.

四に、前記天井吊木5の側面には、床小梁2のスパン1
/4の位置とスパン3/4点の位置(周波数63Hz帯
域の振動の腹に相当する部分)に約2kgの鉄板から成
る重り6が設けられている。
Fourth, the span 1 of the floor beam 2 is attached to the side surface of the ceiling hanging tree 5.
A weight 6 made of an approximately 2 kg iron plate is provided at the /4 position and the span 3/4 point (a portion corresponding to the antinode of vibration in the frequency band of 63 Hz).

そして、天井板7は、野縁8を介して前記天井吊木5の
下面に固定されている。即ち、野縁8の上面と床小梁2
の下面との間には、天井吊木5の下面と床小梁2の下面
との高さの差に相当する5mm以上の間隔が確保されて
いることになる。
The ceiling board 7 is fixed to the lower surface of the ceiling hanging tree 5 via the edge 8. That is, the upper surface of the field edge 8 and the floor beam 2
A gap of 5 mm or more, which corresponds to the difference in height between the lower surface of the ceiling hanging tree 5 and the lower surface of the floor beam 2, is ensured between the lower surface and the lower surface.

次に、実施例の作用を説明する。Next, the operation of the embodiment will be explained.

本実施例の床構造体にあっては、天井吊木5が垂直連結
板4と妻側床大梁1bとの間に架設されており、しかち
、天井吊木5の下面が床小梁2の下面よりも所定高さ低
い位置に配設されているので、野縁8の上面と床小梁2
の下面との間に、天井吊木5の下面と床小梁2の下面と
の高さの差に相当する5mm以上の間隔が確保される。
In the floor structure of this embodiment, the ceiling hanging tree 5 is installed between the vertical connecting plate 4 and the gable floor girder 1b, and the lower surface of the ceiling hanging tree 5 is connected to the floor beam 2. Since it is located at a predetermined height lower than the bottom surface, the top surface of the field edge 8 and the floor beam 2
A gap of 5 mm or more, which corresponds to the difference in height between the lower surface of the ceiling hanging tree 5 and the lower surface of the floor beam 2, is ensured between the lower surface and the lower surface.

即ち、振動の固体広幅経路は、床小梁2を経由せずに、
妻側床大梁1a及び垂直連結板4と天井吊木5を経由す
る経路となるため、振動が床小梁2から直接天井板7に
固体伝播されていた従来構造に比べて、本実施例構造で
は、振動の固体広幅経路の長さが延長されると共に、振
動の固体広幅経路の断面積が狭められ、軽量床衝撃音の
下階室への伝播が減少する。
In other words, the solid wide path of vibration does not pass through the floor beams 2,
Since the path passes through the gable side floor girder 1a, the vertical connecting plate 4, and the ceiling hanging tree 5, the structure of this embodiment is more In this case, the length of the vibration solid wide path is lengthened, and the cross-sectional area of the vibration solid wide path is narrowed, and the propagation of light floor impact sound to the downstairs room is reduced.

更に、本実施例にあっては、垂直連結板4及び連結金具
9によって隣接する床小梁2.2の下端部が連結されて
いるので、床小梁2の剛性が向上して、重電物が床に落
下した時(例えば、上階室に居住する子供が飛び跳ねた
り走り回ったりした峙)における床構造体全体の振動が
抑制されて重量床衝撃音が低減する。
Furthermore, in this embodiment, since the lower ends of the adjacent floor beams 2.2 are connected by the vertical connecting plate 4 and the connecting metal fittings 9, the rigidity of the floor beams 2 is improved, and heavy electric power When something falls onto the floor (for example, when a child living in an upper floor room jumps or runs around), the vibration of the entire floor structure is suppressed, and heavy floor impact noise is reduced.

また、天井吊木5の側面のうち、妻側床大梁lbと垂直
連結板4間の中央位置(周波数6:lHz帯域の振動の
腹に相当する部分)に重り7が設けられているので、効
率的に天井吊木5の振動を制振し、結果として床構造体
全体の振動を減衰し、低aの重量床衝撃音をより一層低
減できる。
Also, since the weight 7 is provided on the side surface of the ceiling hanging tree 5 at the center position between the gable side floor girder lb and the vertical connecting plate 4 (corresponding to the antinode of vibration in the frequency 6: lHz band), The vibrations of the ceiling hanging tree 5 can be efficiently damped, and as a result, the vibrations of the entire floor structure can be damped, and the low a heavy floor impact noise can be further reduced.

第5図は、軽量床衝撃音の実験結果を示す平均床衝撃音
レベルとオクターブバンド中心周波数の関係を示すグラ
フで、第6図は、重量床衝撃音の実験結果な示す平均床
衝撃音レベルとオクターブバンド中心周波数の関係を示
すグラフである。即ち、本実施例の床構造体にあっては
、上記理由により、軽量物が落下した場合には、周波数
125 Hz〜4KH2の帯域に亘って床板3の振動を
制振することができ、重量物が落下した場合には、周波
数63fez〜4.1(zの帯域に亘って振動を制振す
ることができる。
Figure 5 is a graph showing the relationship between the average floor impact sound level and octave band center frequency, showing the experimental results for light floor impact noise, and Figure 6 is the average floor impact sound level, showing the experimental results for heavy floor impact sound. It is a graph showing the relationship between the octave band center frequency and the octave band center frequency. That is, in the floor structure of this embodiment, when a lightweight object falls, the vibration of the floor plate 3 can be suppressed over the frequency range of 125 Hz to 4 KH2, and the weight can be reduced. When an object falls, vibration can be suppressed over a frequency band of 63 fez to 4.1 (z).

尚、第5図に示した他側床構造とは、上記実施例の床構
造において、床板材3と天井材7との間の空間部にグラ
スウールを設けた構造である。第5図に示すように、実
験の結果、グラスウールを設けることによって、軽量物
が落下した場合、周波数63Hz〜4KHzの帯域に亘
って振動を制振することができる。即ち、遮音性を向上
させる上でグラスウールを設けることが望ましい。
The other side floor structure shown in FIG. 5 is a structure in which glass wool is provided in the space between the floorboard material 3 and the ceiling material 7 in the floor structure of the above embodiment. As shown in FIG. 5, as a result of an experiment, when a lightweight object falls, by providing glass wool, vibrations can be suppressed over a frequency band of 63 Hz to 4 KHz. That is, it is desirable to provide glass wool in order to improve sound insulation.

以上、本発明の実施例を図面により詳述してきたが、具
体的な構成はこの実施例に限られるものではなく本発明
の要旨を逸脱しない範囲の設計変更等があっても本発明
に含まれる。
Although the embodiments of the present invention have been described above in detail with reference to the drawings, the specific configuration is not limited to these embodiments, and even if there are design changes within the scope of the gist of the present invention, they are included in the present invention. It will be done.

例えば、実施例では、相対する妻側床大梁間に垂直連結
板を設けたが、この垂直連結板は必ずしも必要ではない
。そして、垂直連結板を設けない場合には、相対する妻
側床大梁間に天井吊木を連続的に架設し、天井吊木の両
端を妻側床大梁の判面に固定することができる。
For example, in the embodiment, a vertical connecting plate is provided between the opposing gable side floor girders, but this vertical connecting plate is not necessarily required. If a vertical connection plate is not provided, a ceiling hanging tree can be continuously installed between the opposing gable side floor girders, and both ends of the ceiling hanging tree can be fixed to the face of the gable side floor girder.

また、実施例では、妻側床大梁と垂直連結板との間の中
央位置(周波数6:1llz帯域の振動の腹に相当する
部分)に重りを設けたが、重りの位置は実施例に限られ
ない。
In addition, in the example, a weight was provided at the center position between the gable side floor girder and the vertical connection plate (corresponding to the antinode of vibration in the frequency 6:1llz band), but the position of the weight is limited to the example. I can't.

また、天井吊木と重りとの間等に弾性体を介在させても
よい。
Further, an elastic body may be interposed between the ceiling hanging tree and the weight.

(発明の効果) 以上説明してきたように、本発明の床構造体にあっては
、下階室に響く床衝撃音を低減することができ、居住性
が向上するという効果が得られる。
(Effects of the Invention) As explained above, in the floor structure of the present invention, it is possible to reduce the floor impact sound that resonates in the lower floor room, and it is possible to obtain the effect that the livability is improved.

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

第1図は本発明実施例の床構造体を示す平面図、第2図
は第1図のII −I+断面図、第3図は第1図のII
I −I11断面図、第4図は前記床構造体の要部を示
す斜視図、第5図及び第6図は実験結果を示す平均床衝
撃音レベルとオクターブバンド中心周波数の関係を示す
グラフである。 l・・−外枠 la・−・型側床大梁 lb・・−妻側床大梁 2・・・床小梁 3・・−床板 4・・−垂直連結板 5−・−天井吊木 6・・・重り 7・・−天井板 8・・−野縁
FIG. 1 is a plan view showing a floor structure according to an embodiment of the present invention, FIG. 2 is a sectional view taken along line II-I in FIG. 1, and FIG.
I-I11 sectional view, FIG. 4 is a perspective view showing the main parts of the floor structure, and FIGS. 5 and 6 are graphs showing the relationship between average floor impact sound level and octave band center frequency showing experimental results. be. l...-Outer frame la--Mold side floor beam lb...-Gable side floor beam 2...Floor small beam 3...-Floor plate 4...-Vertical connection plate 5--Ceiling suspension tree 6-・・Weight 7・・・Ceiling board 8・・・Nobori

Claims (1)

【特許請求の範囲】 1)複数の床大梁で外枠が形成され、並設配置された複
数の床小梁が前記外枠の相対する大梁間に架設され、床
板が前記床小梁の上面に固定されている床構造において
、前記床小梁と平行して前記相対する大梁間に天井吊木
が架設され、前記床小梁の下面よりも所定高さ低い位置
に前記天井吊木の下面が配設され、該天井吊木の下面に
天井板が固定されていることを特徴とする床構造体。 2)天井吊木に、該天井吊木に生じる振動のうち、所定
の周波数の振動の腹に相当する部分に重りが設けられて
いる請求項1記載の床構造。
[Scope of Claims] 1) An outer frame is formed by a plurality of floor girders, a plurality of floor girders arranged in parallel are constructed between opposing girders of the outer frame, and a floor plate is formed on the upper surface of the floor girder. In the floor structure fixed to the floor structure, a ceiling hanging tree is installed between the opposing girders in parallel with the floor beam, and the lower surface of the ceiling hanging tree is installed at a predetermined height lower than the lower surface of the floor beam. 1. A floor structure comprising: a ceiling hanging tree; and a ceiling board is fixed to the lower surface of the ceiling hanging tree. 2) The floor structure according to claim 1, wherein the ceiling hanging tree is provided with a weight at a portion corresponding to an antinode of vibration of a predetermined frequency among the vibrations generated in the ceiling hanging tree.
JP1207693A 1989-08-09 1989-08-09 Floor structure body Pending JPH0369746A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1207693A JPH0369746A (en) 1989-08-09 1989-08-09 Floor structure body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1207693A JPH0369746A (en) 1989-08-09 1989-08-09 Floor structure body

Publications (1)

Publication Number Publication Date
JPH0369746A true JPH0369746A (en) 1991-03-26

Family

ID=16544011

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1207693A Pending JPH0369746A (en) 1989-08-09 1989-08-09 Floor structure body

Country Status (1)

Country Link
JP (1) JPH0369746A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000303610A (en) * 1999-04-16 2000-10-31 Sekisui Chem Co Ltd Highly damping floor construction
JP2001214566A (en) * 2000-02-04 2001-08-10 Misawa Homes Co Ltd Vibration controlling ceiling structure for building
JP2001227097A (en) * 1999-09-14 2001-08-24 Misawa Homes Co Ltd Vibration-controlled ceiling structure
JP2006342580A (en) * 2005-06-09 2006-12-21 Sekisui House Ltd Ceiling structure of building

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61165448A (en) * 1985-01-14 1986-07-26 ナショナル住宅産業株式会社 Floor panel
JPS6255358A (en) * 1985-08-30 1987-03-11 ダイケンホ−ム株式会社 Floor structure of house according to framework wall construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61165448A (en) * 1985-01-14 1986-07-26 ナショナル住宅産業株式会社 Floor panel
JPS6255358A (en) * 1985-08-30 1987-03-11 ダイケンホ−ム株式会社 Floor structure of house according to framework wall construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000303610A (en) * 1999-04-16 2000-10-31 Sekisui Chem Co Ltd Highly damping floor construction
JP2001227097A (en) * 1999-09-14 2001-08-24 Misawa Homes Co Ltd Vibration-controlled ceiling structure
JP2001214566A (en) * 2000-02-04 2001-08-10 Misawa Homes Co Ltd Vibration controlling ceiling structure for building
JP4520566B2 (en) * 2000-02-04 2010-08-04 ミサワホーム株式会社 Damping ceiling structure of building
JP2006342580A (en) * 2005-06-09 2006-12-21 Sekisui House Ltd Ceiling structure of building

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