JP2520973B2 - Floor structure - Google Patents

Floor structure

Info

Publication number
JP2520973B2
JP2520973B2 JP2175711A JP17571190A JP2520973B2 JP 2520973 B2 JP2520973 B2 JP 2520973B2 JP 2175711 A JP2175711 A JP 2175711A JP 17571190 A JP17571190 A JP 17571190A JP 2520973 B2 JP2520973 B2 JP 2520973B2
Authority
JP
Japan
Prior art keywords
floor
ceiling
girders
fixed
beams
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
JP2175711A
Other languages
Japanese (ja)
Other versions
JPH0464638A (en
Inventor
敏郎 武田
章二 長島
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)

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。
TECHNICAL FIELD The present invention relates to a floor structure having 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, one described in JP-A-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 forms an outer frame with a plurality of floor girders, fixes each of a plurality of floor girders arranged in parallel to each other of the floor girders facing each other, and further on the upper part of each floor girder. It is constructed by fixing the floor board.

[発明が解決しようとする課題] 然しながら、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 a building constructed by using the floor structure as described above, floor impact noise (heavy floor impact noise or lightweight floor impact noise) generated in the upper floor room May be transmitted to the lower floors and impair comfortability.

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] In the present invention, an outer frame is formed by a plurality of floor girders, and a plurality of floor girders arranged in parallel with each other is fixed to each of the floor girders facing each other. In a floor structure constructed by fixing a floor plate to the upper part of each floor beam, a connecting material that connects the floor beams to each other is attached to the side surfaces of the adjacent floor beams that face each other at approximately the center in the longitudinal direction. Wearing and arranging two ceiling hangers parallel to the floor beams in the connecting material arrangement area between adjacent floor stiles, each ceiling hanger is set to be longer than half of the total length of the floor beams. Ceiling hangers are fixed to one of the opposing floor girders and the connecting material, and the other ceiling hangers are fixed to the other of the opposite floor girders and the connecting material, and the ceiling boards of the lower floor are hung on these ceiling hangers. It is designed to be lowered and supported.

[作用] 本発明によれば、下記(1)〜(4)の作用がある。[Operation] According to the present invention, there are the following operations (1) to (4).

(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(63Hz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b、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。
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b、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。
(1) As a result of analysis by the present inventor of the vibration pattern of the low-pitched portion (63 Hz band) of the heavy floor impact sound generated in the conventional floor structure, FIG. 6 was obtained. In FIG. 6, a, b, c, d
Is a vibration pattern of each floor beam (displacement in the up-down direction orthogonal to the floor surface of the floor beam). According to FIG. 6, it is recognized that, in the vibration patterns of the adjacent floor beams, the group of a and d and the group of b and c have completely opposite phases.
Therefore, in the present invention, based on the analysis of this vibration pattern, adjacent floor girders are connected to each other using a connecting member, and a and b, b and c, c and d in the above vibration pattern are connected. It has been found that a good damping effect can be secured by suppressing each relative displacement.

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 the conventional floor structure, when a child jumps or runs around on the floor of the building, the entire floor vibrates mainly due to the excitation of the beam, and the vibration of the entire floor causes the low-pitched portion of the heavy floor impact sound. Cause. At this time, in the floor structure of the present invention, as described above, since the vibration of the floor beam is effectively damped, as a result, the vibration of the entire floor is damped,
The low-pitched, heavy floor impact sound can be reduced, and habitability can be improved.

(2)床衝撃音のうち、上階床板に生じる衝撃力の小さ
い足音等の軽量床衝撃音(500Hz以上の中高周波数)を
遮断するために、従来は天井板を短尺の天井吊木を用い
て複数箇所で床小梁に直接固定する吊天井構造をとって
いる。そこで、本発明では長尺の天井吊木を更に連結材
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、軽量床衝撃音は床小梁から連結材を介して長尺の天
井吊木に伝わるので、従来の吊天井構造よりも固体伝播
経路が長くなり、且つ伝わる接触箇所が連結材によって
少なくなり、固体伝播音が減少し、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) Among floor impact sounds, in order to block light floor impact sounds (medium and high frequencies of 500 Hz or more) such as footsteps with low impact force generated on the upper floors, conventionally, ceiling ceiling boards have been used with short ceiling hanging trees. It has a suspended ceiling structure that is directly fixed to the floor beam at multiple points. Therefore, in the present invention, since a suspended ceiling structure in which a long ceiling hanging tree is further supported by a floor beam through a connecting member is adopted, a lightweight floor impact sound is emitted from the floor beam through a connecting member. Since it is transmitted to the ceiling suspension tree, the solid propagation path is longer than the conventional suspended ceiling structure, and the contact points that are transmitted are reduced by the connecting material, solid propagation sound is reduced, and the general effect of the suspended ceiling structure is light weight. The floor impact sound insulation performance 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 over the entire floor structure,
Two ceiling hangers are provided between adjacent floor beams, one ceiling hanger is fixed to one of the opposing floor girders and a connecting material, and the other ceiling hanger is connected to the other of the opposing floor girders. It shall be fixed to the timber, and each ceiling hanging tree does not affect the entire length of the floor structure. Therefore, the vibration of the ceiling hanging tree does not reach the entire length of the lower floor ceiling plate, and the heavy floor impact sound insulation performance can be improved.

(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 arranged at the complete center in the longitudinal direction of the floor beam due to the circumstances such as wiring of the wiring behind the ceiling, the ceiling hanging tree can be fixed to the connecting member without fail. With such a suspended ceiling structure, it is possible to improve productivity while ensuring light-weight floor impact sound insulation performance.

[実施例] 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。
[Embodiment] 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, and FIG. 3 is a perspective view of an essential part of FIG. 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
の下階建物ユニット12は隣接配置し、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。
In the unit building 10 shown in FIG. 5, a plurality of lower floor building units 12 are arranged adjacent to each other on an upper part of the foundation 11, a plurality of upper floor building units 13 are arranged adjacent to each other on the upper part of the lower floor building unit 12, and further A plurality of roof units 14 are mounted on top of the upper-floor building unit 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 units 12 and 13 are, as shown in FIG.
It is a wall type and has a floor structure (floor panel) 21 and a floor structure 21.
And a wall panel 22 provided upright on the side edge portion of the.

床構造体21は、第1図〜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
間に掛け渡し、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 forms an outer frame by nailing four wooden floor girders 23 (side joists and end joists) to each other as shown in FIGS. Each of the wooden floor beams 24 (joists) to be placed is bridged between the opposing floor girders 23, 23, and both ends of each floor girder 24 are nailed to each of the opposing floor girders 23. Fixed. Furthermore, the floor structure 21 is directly attached to the floor board 25 on the upper part of each floor beam 24.
Are fixed with 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 is a vertical direction orthogonal to the floor surface of the floor beams 24, which are connected to the side surfaces of the adjacent floor beams 24 that face each other substantially at the center in the longitudinal direction. The connecting member 31 that suppresses relative displacement is fixed by an 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31とに接着剤もしくは釘打ちに
て固定されている。そして、それた天井吊木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。
Further, in the floor structure 21, two ceiling hanging trees 32 and 33 are provided in the area where the connecting member 31 between the adjacent floor beams 24 is provided.
The ceiling hangers 32 and 33 are arranged parallel to 24, and are set to be longer than half the total length of the floor beam 24. At this time, one ceiling hanging tree
32 is fixed to one of the facing floor girders 23 and the connecting member 31 by an adhesive or nailing, and the other ceiling hanging tree 33 is adhesive or nailing to the other of the facing floor girders 23 and the connecting member 31. It is fixed in. Then, on the lower surface of the ceiling hanging trees 32, 33, a field edge 41 provided orthogonally to the hanging trees 32, 33 is fixed by an adhesive or nailing, and a plaster is formed on the lower surface of each field edge 41. The lower ceiling plate 42 such as a board is fixed by an 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 described.

(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 connecting the adjacent floor girders 24 to each other using the connecting member 31, and suppressing the relative displacement of the floor girders 24,
A good vibration damping effect can be secured for 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掛
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、居住性を向上でき
る。
However, in the conventional floor structure, when, for example, a child jumps or runs around on the floor of the building 10, the entire floor vibrates mainly due to the excitation of the floor beam 24, and the vibration of the entire floor causes a heavy impact sound to be generated. It causes the bass. At this time, in the floor structure 21, as described above, since the vibration of the floor beam 24 is effectively damped, as a result, the vibration of the entire floor is damped, and a low-weight heavy floor impact sound is generated. It can be reduced and the habitability can be improved.

(2)従来一般の天井板を短尺の天井吊木を用いて複数
箇所で床小梁に直接固定する吊天井構造に比して、長尺
の天井吊木32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、軽量床衝撃音は床小梁か
ら連結材を介して長尺の天井吊木に伝わるので、従来の
吊天井構造よりも固体伝播経路が長くなり、且つ伝わる
接触箇所が連結材との間しかなくて少ないので、固体伝
播音が減少し、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 conventional suspended ceiling structure in which a short ceiling sling is used to directly fix the ceiling plate to the floor beam directly at a plurality of locations, a long ceiling sling 32 is attached to the floor via a connecting member 31. Since the suspended ceiling structure supported by the cross beam 24 is adopted, the lightweight floor impact sound is transmitted from the floor cross beam to the long ceiling hanging tree through the connecting material, so the solid propagation path is better than the conventional suspended ceiling structure. Is long and the number of contact points transmitted is small only between the connecting members, so that solid-borne sound is reduced, and the light-weight floor impact sound insulation performance, which is a general effect of the suspended ceiling structure, can be further improved.

(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 floor structure 21, two ceiling hangings 32, 33 are provided between adjacent floor beams 24, and one ceiling hanging 32 is a floor facing each other. Fixed to one of the girders 23 and the connecting member 31, the other ceiling hangings 33 are floor girders facing each other.
It shall be fixed to the other side of 23 and the connecting member 31, and each ceiling hanging tree
32 and 33 do not affect the total length of the floor structure 21. Therefore, the vibration of the ceiling hanging trees 32, 33 does not reach the entire length of the lower floor ceiling plate 42, and the heavy floor impact sound insulation 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。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。
(4) In (3) above, each ceiling hanging tree 32, 33 is a floor beam.
It should be longer than half of the total length of 24. Therefore, even if the connecting member 31 is not arranged at the complete center in the longitudinal direction of the floor beam 24 due to the circumstances such as wiring under the ceiling, the ceiling hanging trees 32, 33 must be fixed to the connecting member 31. Therefore, it is possible to improve productivity while ensuring the lightweight floor impact sound insulation performance by the suspended ceiling structure as described in (2) above.

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。
Since the floor structure of the present invention contains the above-mentioned connecting material within the range of the normal floor thickness, in reducing the floor impact noise, there is a disadvantage such as increasing the floor thickness and lowering the ceiling height. Not accompanied.

[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ができる。
[Effects of the Invention] As described above, according to the present invention, the floor impact sound insulation performance of the floor structure can be improved.

【図面の簡単な説明】[Brief description 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、 23……床大梁、 24……床小梁、 25……床板、 31……連結材、 32、33……天井吊木、 42……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, and FIG. 3 is a perspective view of an essential 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, 23 …… floor girder, 24 …… floor beam, 25 …… floor board, 31 …… connecting material, 32,33 …… ceiling hanging tree, 42 …… lower floor ceiling board.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項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. An outer frame is formed by a plurality of floor girders, each of a plurality of floor girders arranged in parallel with each other is fixed to each of the floor girders facing each other, and a floor board is further provided above each floor girder. In a floor structure constructed by fixing the above-mentioned floor girders, connecting members for connecting the floor girders to each other are attached to the opposite side faces at the substantially central portion in the longitudinal direction of the adjacent floor girders. Two ceiling hangers are arranged parallel to the floor beams in the connecting material installation area between the beams, each ceiling hang is set to be longer than half of the total length of the floor beams, and one ceiling hang is on the opposite floor. One of the girders is fixed to the connecting member, and the other ceiling hanging tree is fixed to the other of the floor girders and the connecting member facing each other, and the lower floor ceiling plate is hung and supported by the ceiling hanging tree. Floor structure.
JP2175711A 1990-07-02 1990-07-02 Floor structure Expired - Fee Related JP2520973B2 (en)

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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 JPH0464638A (en) 1992-02-28
JP2520973B2 true 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

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Country Link
JP (1) JP2520973B2 (en)

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* 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
GB0501833D0 (en) * 2005-01-28 2005-03-09 Unilever Plc Carrier liquids and methods of production thereof

Also Published As

Publication number Publication date
JPH0464638A (en) 1992-02-28

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