JPH0464638A - Floor structure - Google Patents

Floor structure

Info

Publication number
JPH0464638A
JPH0464638A JP2175711A JP17571190A JPH0464638A JP H0464638 A JPH0464638 A JP H0464638A JP 2175711 A JP2175711 A JP 2175711A JP 17571190 A JP17571190 A JP 17571190A JP H0464638 A JPH0464638 A JP H0464638A
Authority
JP
Japan
Prior art keywords
floor
beams
ceiling
connecting member
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.)
Granted
Application number
JP2175711A
Other languages
Japanese (ja)
Other versions
JP2520973B2 (en
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 JP2175711A priority Critical patent/JP2520973B2/en
Publication of JPH0464638A publication Critical patent/JPH0464638A/en
Application granted granted Critical
Publication of JP2520973B2 publication Critical patent/JP2520973B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Floor Finish (AREA)

Abstract

PURPOSE:To improve the extent of floor impact noise interrupting performance by forming an outer frame with plural floor large beams, anchoring plural floor small beams, parallel set up with each other, to these floor large beams, and locking a floor plate to the top of each floor small beam. CONSTITUTION:An outer frame is formed with four floor large beams, and plural floor small beams 24 parallel set up with each other are anchored to the floor large beams, forming a floor structure 21. Then, a connecting member 31 connecting these floor small beams 24 is attached to the longitudinal side of the floor small beams 24 where this floor structure 21 adjoins, while two ceiling hangers 32, 33 are parallel set up between the floor small beams 24. In succession, the ceiling hanger 32 on one side is locked one side of the opposite floor large beam and the connecting member 31, and the ceiling hanger 33 on the other is locked to the other side of the floor large beam and the connecting member 31. With this constitution, a damping effect is thus securable.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、床衝撃音遮断性能の良好な床構造体に関する
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a floor structure with good floor impact 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体として
、特開昭62−55358号公報に記載される如きもの
が用いられている。
[Prior Art] Conventionally, as a floor structure constituting a wooden building unit or the like, a floor structure as described in Japanese Patent Application Laid-Open No. 62-55358 has been used.

この床構造体は、複数の床大梁にて外枠を形成し、複数
の相互に並列配置される床小梁のそれぞれを相対する床
大梁のそれぞれに固定し、更に各床小梁の上部に床板を
固定して構成されている。
This floor structure has a plurality of floor girders forming an outer frame, each of the plurality of floor girders arranged in parallel being fixed to each of the opposing floor girders, and the upper part of each floor girder being fixed to each other. It consists of fixed floorboards.

[発明が解決しようとする課題] 然しなから、上記の如くの床構造体を用いて構築される
建物にあっては、上階室にて生ずる床衝撃音(重量床衝
撃音又は軽量床衝撃音)が下階室に伝わり、居住性を損
なうことがある。
[Problems to be Solved by the Invention] However, in buildings constructed using floor structures such as those described above, floor impact noise (heavy floor impact sound or light floor impact sound) occurring in the upper floor rooms cannot be avoided. (sound) may be transmitted to rooms downstairs, impairing livability.

本発明は、床構造体の床衝撃音遮断性能を向上すること
を目的とする。
An object of the present invention is to improve the floor impact sound insulation performance of a floor structure.

[課題を解決するための手段] 本発明は、複数の床大梁にて外枠を形成し、複数の相互
に並列配置される床小梁のそれぞれを相対する床大梁の
それぞれに固定し、更に各床小梁の上部に床板を固定し
て構成される床構造体において、隣接する床小梁の長手
方向における略中央部で相対する側面に、それら床小梁
を相連結する連結材を取着するとともに、隣接する床小
梁間の連結材配設領域に2本の天井吊木をそれら床小梁
に平行配置し、各天井吊木は床小梁の全長の半分より長
く設定され、一方の天井吊木は相対する床大梁の一方と
連結材とに固定され、他方の天井吊木は相対する床大梁
の他方と連結材とに固定され、それら天井吊木に下階天
井板を吊下げ支持するようにしたものである。
[Means for Solving the Problems] The present invention includes forming an outer frame with a plurality of floor beams, fixing each of the plurality of floor beams arranged in parallel to each other to each of the opposing floor beams, and further In a floor structure constructed by fixing a floor plate to the top of each floor beam, a connecting member that connects the adjacent floor beams is attached to opposing sides approximately at the center in the longitudinal direction of the adjacent floor beams. At the same time, two ceiling suspension trees are placed parallel to the floor beams in the area where connecting materials are placed between adjacent floor beams, and each ceiling suspension tree is set to be longer than half the total length of the floor beams, while one The ceiling hanging tree is fixed to one of the opposing floor beams and the connecting member, the other ceiling hanging tree is fixed to the other opposing floor beam and the connecting member, and the lower floor ceiling board is hung to these ceiling hanging trees. It is designed to be lowered and supported.

[作用コ 本発明によれば、下記(1)〜(4)の作用がある。[Action Co. According to the present invention, the following effects (1) to (4) are achieved.

(1)本発明者により、従来の床構造体に生ずる重量床
衝撃音の低音部(631(z帯域)の振動パターンを解
析した結果、第6図を得た。第6図において、a、b、
c、dは各床小梁の振動パターン(床小梁の床面に直交
する上下方向での変位)である、第6図によれば、隣接
する床小梁の振動パターンのうち、a、dの組とす、c
の組とは相互に完全に逆位相を呈していることが認めら
れる。
(1) As a result of analyzing the vibration pattern of the bass part (631 (z band)) of the heavy floor impact sound generated by the conventional floor structure by the present inventor, FIG. 6 was obtained. In FIG. 6, a, b,
c and d are the vibration patterns of each floor beam (displacement of the floor beam in the vertical direction perpendicular to the floor surface). According to FIG. 6, among the vibration patterns of adjacent floor beams, a, set of d, c
It can be seen that these pairs have completely opposite phases to each other.

そこで、本発明にあっては、この振動パターンの解析に
基づき、連結材を用いて隣接する床小梁を相互に連結し
、上述の振動パターンにおけるaとす、bとc、cとd
の各相対変位を抑制することにより、良好な制振効果を
確保できることを見出したものである。
Therefore, in the present invention, based on the analysis of this vibration pattern, adjacent floor beams are connected to each other using connecting materials, and a, b and c, and c and d in the above vibration pattern are used.
It has been discovered that a good vibration damping effect can be ensured by suppressing each relative displacement of .

然るに、従来の床構造体では、建物の床上にて例えば子
供が飛び跳ねたり走り回ると、主として小梁の励振によ
り床全体が振動し、この床全体の振動が重量床衝撃音の
うちの低音部の原因となる。この時、本発明の床構造体
にあっては、上述の如くにより、床小梁の振動を効果的
に制振したから、結果として床全体の振動を減衰し、低
音の重量床衝撃音を低減し、居住性を向上できる。
However, in conventional floor structures, when children jump or run around on the floor of a building, the entire floor vibrates mainly due to the excitation of the small beams, and this vibration of the entire floor produces the low-pitched part of the heavy floor impact sound. Cause. At this time, in the floor structure of the present invention, as described above, the vibrations of the floor beams are effectively damped, and as a result, the vibrations of the entire floor are damped, and the low-pitched heavy floor impact noise is suppressed. This can improve livability.

(2)天井板の吊木な床小梁に直接固定する一般の吊天
井構造に比して、天井板の吊木を連結材を介して床小梁
に支持する吊天井構造を採用しているため、上階床板に
生ずる振動の固体伝播経路をより減縮し、吊天井構造の
一般的効果である軽量床衝撃音遮断性能をより向上でき
る。
(2) Compared to the general suspended ceiling structure in which the hanging wood of the ceiling board is directly fixed to the floor beam, we have adopted a suspended ceiling structure in which the hanging wood of the ceiling board is supported to the floor beam through a connecting material. Therefore, the solid propagation path of vibrations generated in the floorboards of the upper floor can be further reduced, and the lightweight floor impact sound insulation performance, which is a general effect of suspended ceiling structures, can be further improved.

(3)床構造体の全域に吊天井構造を形成するに際し、
隣接する床小梁間にて2本の天井吊木を設け、一方の天
井吊木は相対する床大梁の一方と連結材とに固定し、他
方の天井吊木は相対する床大梁の他方と連結材とに固定
するものとし、各天井吊木を床構造体の全長に及ぼすこ
とがない、従って、天井吊木の振動が下階天井板の全長
に及ばず、重量床衝撃音遮断性能を向上できる。
(3) When forming a suspended ceiling structure throughout the floor structure,
Two ceiling hanging trees are installed between adjacent floor beams, one ceiling hanging tree is fixed to one of the opposing floor beams and a connecting member, and the other ceiling hanging tree is connected to the other of the opposing floor beams. Each ceiling hanging tree will not affect the entire length of the floor structure. Therefore, the vibration of the ceiling hanging trees will not extend to the entire length of the lower floor ceiling board, improving heavy floor impact sound isolation performance. can.

(4)上記(3)において、各天井吊木は床小梁の全長
の半分より長いものとした。従って、天井裏配線の取回
し事情等により、連結材が床小梁の長手方向の完全な中
央に配設されない場合にも、該連結材に天井吊木を必ず
固定でき、上記(2)の如くの吊天井構造による軽量床
衝撃音遮断性能を確保しながら生産性を向上できる。
(4) In (3) above, each ceiling hanging tree is longer than half the total length of the floor beam. Therefore, even if the connecting member is not placed perfectly in the longitudinal center of the floor beam due to the routing of ceiling wiring, etc., the ceiling hanging tree can be fixed to the connecting member without fail, as described in (2) above. Productivity can be improved while ensuring lightweight floor impact sound isolation performance using a suspended ceiling structure such as this.

[実施例] 第112Yは本発明の一実施例に係る床構造体を示す断
面図、第2図は床構造体を模式的に示す平面図、第3図
は第2図の要部斜視図、第4図は壁式建物ユニットを示
す模式図、第5図はユニット建物を示す模式図、第6図
は従来の床構造体の振動パターンを示す模式図である。
[Example] No. 112Y is a sectional view showing a floor structure according to an example of the present invention, FIG. 2 is a plan view schematically showing the floor structure, and FIG. 3 is a perspective view of the main part of FIG. 2. , FIG. 4 is a schematic diagram showing a wall-type building unit, FIG. 5 is a schematic diagram showing a unit building, and FIG. 6 is a schematic diagram showing a vibration pattern of a conventional floor structure.

第5図に示すユニット建物10は、基礎11の上部に複
数の下Mt建物ユニット12を隣接配置し、それら下階
建物ユニット12の上部に複数の上階建物ユニット13
を隣接配置し、更にそれら上階建物ユニット13の上部
に複数の屋根ユニット14を搭載している。
The unit building 10 shown in FIG.
are arranged adjacent to each other, and a plurality of roof units 14 are mounted above the upper floor building units 13.

ここで、建物ユニット12.13は、第4図に示す如く
、壁式からなり、床構造体(床パネル)21と、床構造
体21の側縁部に立設される壁パネル22とからなって
いる。
Here, the building unit 12.13 is of a wall type, as shown in FIG. It has become.

床構造体21は、第trj!1〜第4図に示す如く、4
本の木製床大梁23(側根太及び端根太)を互いに釘打
ちすることにて外枠を形成し、複数の相互に並列配置さ
れる木製床小梁24(根太)のそれぞれを相対する床大
梁23.23の闇に掛は渡し、各床小梁24の両端部を
上記相対する床大梁23のそれぞれに釘打ちすることに
て固定している。更に、床構造体21は、各床小梁24
の上部に直接的に床板25を接着剤若しくは釘打ちにて
固定している。
The floor structure 21 is the trj! As shown in Figures 1 to 4, 4
An outer frame is formed by nailing the wooden floor girders 23 (side joists and end joists) together, and each of the plurality of wooden floor girders 24 (joists) arranged in parallel is connected to the floor girder facing each other. 23. The hangings are placed in the darkness of 23, and both ends of each floor beam 24 are fixed by nailing to each of the opposing floor beams 23. Furthermore, the floor structure 21 includes each floor beam 24.
A floor board 25 is directly fixed to the upper part of the floor board 25 by adhesive or nailing.

又、床構造体21は、隣接する床小梁24の長手方向に
おける略中央部で相対する側面に、それら床小梁24を
相連結し、それら床小梁24の床面に直交する上下方向
での相対変位を抑制する連結材31を、接着剤もしくは
釘打ちにて固定している。
In addition, the floor structure 21 connects the adjacent floor beams 24 to opposing side surfaces approximately in the center in the longitudinal direction, and connects the floor beams 24 in the vertical direction orthogonal to the floor surface of the floor beams 24. A connecting member 31 that suppresses relative displacement between the parts is fixed with adhesive or nailing.

又、床構造体21にあっては、隣接する床小梁24間の
連結材31配設領域に2本の天井吊木32.33をそれ
ら床小梁24に平行配置し、各天井吊木32.33は床
小梁24の全長の半分より長く設定されている。この時
、一方の天井吊木32は相対する床大梁23の一方と連
結材31とに接着剤もしくは釘打ちにて固定され、他方
の天井吊木33は相対する床大梁23の他方と連結材3
1とに接着剤もしくは釘打ちにて固定されている。そし
て、それら天井吊木32.33の下面には、該吊木32
.33に直交して設けられる野縁41が接着剤もしくは
釘打ちにて固定され、各野縁41の下面には石膏ボード
等の下階天井板42が接着剤もしくは釘打ちにて固定さ
れる。
In addition, in the floor structure 21, two ceiling hanging trees 32 and 33 are arranged parallel to the floor beams 24 in the connecting member 31 arrangement area between adjacent floor beams 24, and each ceiling hanging tree 32 and 33 are set longer than half of the total length of the floor beam 24. At this time, one ceiling hanging tree 32 is fixed to one of the opposing floor beams 23 and the connecting member 31 with adhesive or nailing, and the other ceiling hanging tree 33 is fixed to the other of the opposing floor beams 23 and the connecting member 31. 3
1 and is fixed with adhesive or nailing. And, on the lower surface of these ceiling hanging trees 32 and 33, the hanging trees 32 and 33 are
.. A field edge 41 provided orthogonally to the field edge 33 is fixed with adhesive or nailing, and a lower floor ceiling board 42 such as a gypsum board is fixed to the lower surface of each field edge 41 with adhesive or nailing.

次に、上記実施例の作用について説明する。Next, the operation of the above embodiment will be explained.

(1)連結材31を用いて隣接する床小梁24を相互に
連結し、それら床小梁24の相対変位を抑制することに
より、床構造体21に良好な制振効果を確保できる。
(1) By interconnecting adjacent floor beams 24 using the connecting members 31 and suppressing relative displacement of the floor beams 24, a good vibration damping effect can be ensured in the floor structure 21.

然るに、従来の床構造体では、建物10の床上にて例え
ば子供が飛び跳ねたり走り回ると、主として床小梁24
の励振により床全体が振動し、この床全体の振動が重量
床衝撃音のうちの低音部の原因となる。この時、上記床
構造体21にあっては、前述の如くにより、床小梁24
の振動を効果的に制振したから、結果として床全体の振
動を減衰し、低音の重量床衝撃音を低減し、居住性を向
上てきる。
However, in the conventional floor structure, when a child, for example, jumps or runs around on the floor of the building 10, the floor beams 24
The entire floor vibrates due to the excitation of the floor, and this vibration of the entire floor causes the low-pitched part of the heavy floor impact sound. At this time, in the floor structure 21, as described above, the floor beams 24
As a result, the vibration of the entire floor is attenuated, the low-pitched heavy floor impact noise is reduced, and the comfort is improved.

(2)天井板の吊木を床小梁に直接固定する一般の吊天
井構造に比して、天井吊木32.33を連結材31を介
して床小梁24に支持する吊天井構造を採用しているた
め、上階床板に生ずる振動の固体伝播経路をより減縮し
、吊天井構造の一般的効果である軽量床衝撃音遮断性能
をより向上できる。
(2) Compared to a general suspended ceiling structure in which the hanging wood of the ceiling board is directly fixed to the floor beam, a suspended ceiling structure in which the ceiling hanging wood 32, 33 is supported on the floor beam 24 via the connecting member 31 is used. This reduces the solid propagation path of vibrations generated in the floorboards of the upper floors, further improving the lightweight floor impact sound isolation performance, which is a common effect of suspended ceiling structures.

(3)床構造体21の全域に吊天井構造を形成するに際
し、隣接する床小梁24の間にて2本の天井吊木32.
33を設け、一方の天井吊木32は相対する床大梁23
の一方と連結材31とに固定し、他方の天井吊木33は
相対する床大梁23の他方と連結材31とに固定するも
のとし、各天井吊木32.33を床構造体21の全長に
及ぼすことがない、従って、天井吊木32.33の振動
が下階天井板42の全長に及ばず、重量床衝撃音遮断性
能を向上できる。
(3) When forming a suspended ceiling structure over the entire area of the floor structure 21, two ceiling suspended trees 32.
33, one ceiling hanging tree 32 is connected to the opposing floor girder 23.
and the connecting member 31, and the other ceiling hanging tree 33 is fixed to the other of the opposing floor beams 23 and the connecting member 31, and each ceiling hanging tree 32, 33 is fixed to the entire length of the floor structure 21. Therefore, the vibrations of the ceiling hanging trees 32 and 33 do not extend to the entire length of the lower floor ceiling board 42, and the heavy floor impact sound isolation performance can be improved.

(4)上記(3)において、各天井吊木32.33は床
小梁24の全長の半分より長いものとした。
(4) In (3) above, each ceiling hanging tree 32, 33 is longer than half the total length of the floor beam 24.

従って、天井裏配線の取回し事情等により、連結材31
が床小梁24の長手方向の完全な中央に配設されない場
合にも、該連結材31に天井吊木32.33を必ず固定
でき、上記(2)の如くの吊天井構造による軽量床衝撃
音遮断性能を確保しながら生産性を向上できる。
Therefore, due to the routing circumstances of the ceiling wiring, etc., the connecting material 31
Even if the ceiling suspension beams 32 and 33 are not placed perfectly in the longitudinal center of the floor beams 24, the ceiling hanging trees 32 and 33 can be fixed to the connecting members 31, and the lightweight floor impact due to the suspended ceiling structure as described in (2) above can be ensured. Productivity can be improved while ensuring sound isolation performance.

尚、本発明の床構造体は、通常の床厚みの範囲内に上述
の連結材を納めるものであるから、床衝撃音の低減に際
し、床厚みを増して天井高を低くする等の不都合を伴う
こともない。
In addition, since the floor structure of the present invention accommodates the above-mentioned connecting material within the normal floor thickness range, in order to reduce floor impact noise, it is not necessary to increase the floor thickness and lower the ceiling height. It doesn't come with anything.

[発明の効果] 以上のように、本発明によれば、床構造体の床衝撃音遮
断性能を向上することかできる。
[Effects of the Invention] As described above, according to the present invention, the floor impact sound blocking performance of the floor structure can be improved.

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

第1図は本発明の一実施例に係る床構造体を示す断面図
、第2図は床構造体を模式的に示す平面図、第3図は第
2図の要部斜視図、第4図は壁式建物ユニットを示す模
式図、第5図はユニット建物を示す模式図、第6図は従
来の床構造体の振動パターンを示す模式図である。 21・・・床構造体、 3・・・床大梁、 4・・・床小梁、 5・・・床板、 1・・・連結材、 2.33・・・天井吊木、 2・・・下階天井板。
FIG. 1 is a sectional view showing a floor structure according to an embodiment of the present invention, FIG. 2 is a plan view schematically showing the floor structure, FIG. 3 is a perspective view of the main part of FIG. FIG. 5 is a schematic diagram showing a wall-type building unit, FIG. 5 is a schematic diagram showing a unit building, and FIG. 6 is a schematic diagram showing a vibration pattern of a conventional floor structure. 21... Floor structure, 3... Floor beam, 4... Floor beam, 5... Floor plate, 1... Connecting material, 2.33... Ceiling suspension tree, 2... Lower floor ceiling board.

Claims (1)

【特許請求の範囲】[Claims] (1)複数の床大梁にて外枠を形成し、複数の相互に並
列配置される床小梁のそれぞれを相対する床大梁のそれ
ぞれに固定し、更に各床小梁の上部に床板を固定して構
成される床構造体において、隣接する床小梁の長手方向
における略中央部で相対する側面に、それら床小梁を相
連結する連結材を取着するとともに、隣接する床小梁間
の連結材配設領域に2本の天井吊木をそれら床小梁に平
行配置し、各天井吊木は床小梁の全長の半分より長く設
定され、一方の天井吊木は相対する床大梁の一方と連結
材とに固定され、他方の天井吊木は相対する床大梁の他
方と連結材とに固定され、それら天井吊木に下階天井板
を吊下げ支持することを特徴とする床構造体。
(1) Form an outer frame with multiple floor girders, fix each of the multiple floor girders arranged in parallel to each of the opposing floor girders, and then fix the floor plate to the top of each floor girder. In the floor structure constructed by the Two ceiling hanging trees are arranged parallel to the floor beams in the connecting material installation area, each ceiling hanging tree is set longer than half the total length of the floor beam, and one ceiling hanging tree is set to be longer than the entire length of the floor beam. A floor structure characterized in that one of the ceiling hanging trees is fixed to the connecting member, the other ceiling hanging tree is fixed to the other of the opposing floor girders and the connecting member, and a lower floor ceiling board is suspended and supported from the ceiling hanging trees. body.
JP2175711A 1990-07-02 1990-07-02 Floor structure Expired - Fee Related JP2520973B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2175711A JP2520973B2 (en) 1990-07-02 1990-07-02 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2175711A JP2520973B2 (en) 1990-07-02 1990-07-02 Floor structure

Publications (2)

Publication Number Publication Date
JPH0464638A true JPH0464638A (en) 1992-02-28
JP2520973B2 JP2520973B2 (en) 1996-07-31

Family

ID=16000905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2175711A Expired - Fee Related JP2520973B2 (en) 1990-07-02 1990-07-02 Floor structure

Country Status (1)

Country Link
JP (1) JP2520973B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6190680B1 (en) 1998-04-01 2001-02-20 The Nisshin Oil Mills, Ltd. Oily composition and process for producing the same
US6193986B1 (en) 1997-02-25 2001-02-27 The Nisshin Oil Mills, Ltd. Oily composition with increased stability and process for producing the same
JP2008528262A (en) * 2005-01-28 2008-07-31 ユニリーバー・ナームローゼ・ベンノートシヤープ Method for preparing carrier liquid

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6193986B1 (en) 1997-02-25 2001-02-27 The Nisshin Oil Mills, Ltd. Oily composition with increased stability and process for producing the same
US6190680B1 (en) 1998-04-01 2001-02-20 The Nisshin Oil Mills, Ltd. Oily composition and process for producing the same
JP2008528262A (en) * 2005-01-28 2008-07-31 ユニリーバー・ナームローゼ・ベンノートシヤープ Method for preparing carrier liquid

Also Published As

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