JP2750273B2 - Floor squeaking floor structure using steel pulling - Google Patents

Floor squeaking floor structure using steel pulling

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Publication number
JP2750273B2
JP2750273B2 JP21784794A JP21784794A JP2750273B2 JP 2750273 B2 JP2750273 B2 JP 2750273B2 JP 21784794 A JP21784794 A JP 21784794A JP 21784794 A JP21784794 A JP 21784794A JP 2750273 B2 JP2750273 B2 JP 2750273B2
Authority
JP
Japan
Prior art keywords
floor
steel
joist
floor panel
width
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
JP21784794A
Other languages
Japanese (ja)
Other versions
JPH0860774A (en
Inventor
雅樹 林
俊之 森
敏久 表
祐三 吉川
良昭 岩崎
進 奥地
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.)
DAIWA HAUSU KOGYO KK
Okuji Kensan Co Ltd
Original Assignee
DAIWA HAUSU KOGYO KK
Okuji Kensan 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
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Application filed by DAIWA HAUSU KOGYO KK, Okuji Kensan Co Ltd filed Critical DAIWA HAUSU KOGYO KK
Priority to JP21784794A priority Critical patent/JP2750273B2/en
Publication of JPH0860774A publication Critical patent/JPH0860774A/en
Application granted granted Critical
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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、住宅やその他の建物
における鋼製大引を使用した床鳴り防止床構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure for preventing noise from a floor in a house or other building using a steel pulley.

【0002】[0002]

【従来の技術】従来、大引上に床パネルを載置した床構
造として、図15の構成が取られている。床パネル30
は、床面材30aおよび根太30bからなり、平行に配
置した複数本の木製大引31間に掛け渡され、釘または
ビス等の固着具32によって大引31に固定される。
2. Description of the Related Art Conventionally, the structure shown in FIG. 15 has been adopted as a floor structure in which a floor panel is mounted on a large scale. Floor panel 30
Consists of a flooring material 30a and a joist 30b, and is hung between a plurality of parallel wooden gibs 31, and is fixed to the giant 31 by fixing members 32 such as nails or screws.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記床構造で
は、3本の大引31間に跨がって床パネル30が掛け渡
され、床パネル30は大引31に対して連続梁となるの
で、床パネル30の根太30bが上向きに反ると、図1
6(A)のようにパネル中央部で根太30bと大引31
との間に隙間が生じ、図16(B)のように床パネル3
0に荷重Gが掛かるときに床鳴りが発生する。例えば、
根太30bと大引31との間で衝突音を発生する。ま
た、床パネル30の根太30bは大引31に直接に接し
ており、前記固着具32で固定されているが、これら根
太30bや大引31の乾燥収縮,繰り返し荷重等によっ
てビス等からなる固着具32の保持力が低下すると、荷
重Gが加えられた際に、接合面に剪断ずれが生じ、擦れ
音が発生する。
However, in the above-described floor structure, the floor panel 30 is stretched over the three large bridges 31, and the floor panel 30 is a continuous beam with respect to the large bridge 31. When the joists 30b of the floor panel 30 warp upward, FIG.
As shown in Fig. 6 (A), the joist 30b and the oiki 31 at the center of the panel
A gap is formed between the floor panel 3 and the floor panel 3 as shown in FIG.
Floor noise occurs when the load G is applied to zero. For example,
A collision sound is generated between the joist 30b and the gibbon 31. The joists 30b of the floor panel 30 are in direct contact with the large pulleys 31 and are fixed by the fasteners 32. However, the joists 30b and the large pulleys 31 are fixed by dry shrinkage, screws or the like due to repeated load. When the holding force of the tool 32 is reduced, when the load G is applied, shear displacement occurs on the joint surface, and a rubbing sound is generated.

【0004】さらに、床パネル30の木製根太30bが
乾燥収縮すると、その動きに追随できないビス32が図
17(A)の状態から図17(B)のように緩み、床パ
ネル30と大引31との間に隙間が生じるので、このよ
うな原因によっても床鳴りが発生する。また、大引31
が木製であると、乾燥収縮時の反り・ひねり等の変形が
大きく、寸法安定性に欠け、施工性に悪影響を及ぼすと
いう問題点がある。
Further, when the wooden joists 30b of the floor panel 30 dry shrink, the screws 32 which cannot follow the movement loosen from the state of FIG. 17A as shown in FIG. Therefore, a floor noise is generated due to such a cause. Also, 31
When is made of wood, there is a problem that deformation such as warping and twisting during drying shrinkage is large, dimensional stability is lacking, and workability is adversely affected.

【0005】この発明の目的は、寸法安定性および施工
性の良い鋼製大引使用の床鳴り防止床構造を提供するこ
とである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a floor squeal prevention floor structure made of steel and which has good dimensional stability and workability.

【0006】[0006]

【課題を解決するための手段】請求項1の発明の床鳴り
防止床構造は、建物のモジュール幅で平行に設けた複数
本の鋼製大引と、1辺が略前記モジュール幅の略正方形
に形成されて両端が隣合う前記鋼製大引間に掛け渡され
た床パネルとを設けたものである。請求項2の発明の床
鳴り防止床構造は、建物のモジュール幅の整数倍の間隔
で平行に設けた複数本の鋼製大引と、1辺が前記鋼製大
引の間隔と略同一の幅に形成されかつ他辺が建物のサブ
モジュール幅の整数倍の幅に形成されて両端が隣合う前
記鋼製大引間に掛け渡された矩形の床パネルとを備えた
ものである。この明細書において、サブモジュール幅と
はモジュール幅の整数分の一の幅を意味する。したがっ
て、床パネルの他片は、モジュール幅をWとすると、
(n/m)Wの幅となる。m,nはいずれも自然数を示
す。
According to a first aspect of the present invention, there is provided a floor noise preventing floor structure, comprising a plurality of steel pulleys provided in parallel with a module width of a building, and a substantially square having one side of the module width. And a floor panel spanned between the steel girders whose both ends are adjacent to each other. The floor noise prevention floor structure according to the second aspect of the invention has a plurality of steel pulleys provided in parallel at intervals of an integral multiple of the module width of the building, and one side of the floor pulley has substantially the same interval as the steel pulley. A rectangular floor panel formed to have a width and the other side having a width that is an integral multiple of the width of the sub-module of the building, and having both ends bridged between the adjacent steel girders. In this specification, the sub-module width means a width that is a fraction of the module width. Therefore, the other piece of the floor panel, if the module width is W,
(N / m) W. m and n both represent natural numbers.

【0007】請求項3の発明の床鳴り防止床構造は、根
太上に床面材を張った床パネルを、少なくとも3本の鋼
製大引にわたって載置した床構造であって、前記各根太
の長手方向中間部で鋼製大引上に載る箇所に、根太反り
曲り防止用のスリットを設けたものである。
A floor structure for preventing floor noises according to a third aspect of the present invention is a floor structure in which a floor panel having a floor surface material stretched on a joist is placed over at least three steel girders. A slit for preventing joist warping and bending is provided at a position on the steel pulley at the middle portion in the longitudinal direction of the steel plate.

【0008】請求項4の発明の床鳴り防止床構造は、根
太を有する床パネルを複数本の平行な鋼製大引上に載置
した床構造であって、前記床パネルの根太と鋼製大引と
の間に平滑シートを介在させ、この平滑シートを前記根
太または鋼製大引のいずれかに貼り付けたものである。
平滑シートは、緩衝性を有するものとしても良く、また
緩衝性を有しないものとしても良い。
According to a fourth aspect of the present invention, there is provided a floor sound-preventing floor structure in which a floor panel having a joist is placed on a plurality of parallel steel pulleys. A smooth sheet is interposed between the puller and the puller, and the flat sheet is attached to either the joist or the steel puller.
The smooth sheet may have a buffering property or may not have a buffering property.

【0009】請求項5の発明の床鳴り防止床構造は、木
製の根太およびこの根太上に設けられた床面材を有する
床パネルを複数本の平行な鋼製大引上に載置し、前記根
太を貫通して鋼製大引に螺合する固定ねじを設け、この
固定ねじの頭部と前記根太または前記床面材の上面との
間に弾性体を挟み込んだものである。床面材の上面と
は、床面材に座繰りした凹部の底面であっても良い。
According to a fifth aspect of the present invention, there is provided a floor noise preventing floor structure, wherein a floor panel having a wooden joist and a floor surface material provided on the joist is placed on a plurality of parallel steel pulleys. A fixing screw which penetrates the joist and is screwed into a steel pulley is provided, and an elastic body is sandwiched between the head of the fixing screw and the upper surface of the joist or the floor material. The upper surface of the flooring material may be the bottom surface of the concave portion counterboiling on the flooring material.

【0010】前記各発明の床鳴り防止床構造において、
前記鋼製大引を、上面幅が下面幅よりも広がった逆台形
状断面の鋼板曲げパイプ材とし、かつこの鋼製大引の上
面板部および両側面板部を、台形波の波形断面としても
よい。
[0010] In the floor structure for preventing floor noises according to the above inventions,
The steel pulley is an inverted trapezoidal cross-section steel plate bent pipe material in which the upper surface width is wider than the lower width, and the upper plate portion and both side plate portions of the steel pulley are also formed as a trapezoidal wave corrugated cross section. Good.

【0011】また、前記各発明の床鳴り防止床構造にお
いて、前記鋼製大引を鋼製束上に設置してもよい。
Further, in the floor noise preventing floor structure according to each of the inventions, the steel pulley may be installed on a steel bundle.

【0012】[0012]

【作用】請求項1の発明の構成および請求項2の発明の
構成では、いずれも床パネルが鋼製大引に対して単純梁
となるので、床パネルに乾燥収縮が生じても大引と床パ
ネルの間に隙間が生じず、床鳴りが防止される。また、
大引は鋼製であるため乾燥収縮がなく、寸法安定性が向
上し、施工性が良くなる。
In the structure of the first and second aspects of the present invention, the floor panel is a simple beam with respect to the steel pulley. There is no gap between floor panels, and floor noise is prevented. Also,
Since Daihiki is made of steel, there is no drying shrinkage, dimensional stability is improved, and workability is improved.

【0013】請求項3の発明の構成では、床パネルの根
太が長手方向中間部のスリット形成箇所で自由に屈曲で
き、その屈曲自在箇所で鋼製大引上に載るため、隣接す
る鋼製大引間において床パネルが疑似的に単純梁とな
る。そのため、床パネルに乾燥収縮が生じても大引と床
パネルの間に隙間が生じず、床鳴りを防止できる。
According to the construction of the third aspect of the present invention, the joist of the floor panel can be freely bent at the slit forming portion at the middle portion in the longitudinal direction, and is placed on the steel pulley at the bendable portion. The floor panel is simulated as a simple beam. Therefore, even if drying shrinkage occurs on the floor panel, no gap is formed between the floor panel and the floor panel, and floor noise can be prevented.

【0014】請求項4の発明の構成では、床パネルの根
太と鋼製大引との間に平滑シートが介在するため、根太
と大引間にずれが生じても、平滑シートの滑りで擦れ音
による床鳴りが防止される。また、床パネルの施工時
に、平滑シートの滑りによって大引上を滑らせることが
でき、施工性が良くなる。平滑シートが緩衝性を有する
ものである場合は、根太と大引間に隙間が発生して衝突
が生じても、平滑シートの緩衝効果で衝突音による床鳴
りが防止される。
According to the construction of the fourth aspect of the present invention, since the smooth sheet is interposed between the joist of the floor panel and the steel pulley, even if the joist deviates from the pulley, the smooth sheet rubs. Floor noise caused by sound is prevented. In addition, when the floor panel is constructed, the large sheet can be slid up and down due to the sliding of the smooth sheet, thereby improving the workability. When the smooth sheet has a cushioning property, even if a gap occurs between the joist and the pulley and a collision occurs, floor noise due to the collision sound can be prevented by the buffer effect of the smooth sheet.

【0015】請求項5の発明の構成では、床パネルの木
製根太を貫通して鋼製大引に螺合する固定ねじの頭部と
根太上面または床面材上面との間に弾性体が挟み込まれ
るので、根太が乾燥収縮しても弾性体がその変化に追従
して復元し固定ねじの緩みが阻止される。そのため、根
太と大引との間に隙間が生じず、床鳴りの発生が防止さ
れる。
In the structure of the fifth aspect of the present invention, the elastic body is interposed between the head of the fixing screw that penetrates the wooden joist of the floor panel and is screwed into the steel pulley and the upper surface of the joist or the floor surface material. Therefore, even if the joist dries and shrinks, the elastic body is restored following the change and the loosening of the fixing screw is prevented. Therefore, there is no gap between the joist and the pulling, and floor noise is prevented.

【0016】前記鋼製大引を逆台形状断面の鋼板曲げパ
イプ材とした場合には、床パネルを受ける面が広くなり
安定良く床パネルを支持できる。鋼製大引の下部は鋼製
束等に荷重を伝達できれば良いため、上部ほど広くなく
ても良く、狭くすることで材料が節減される。また、こ
の鋼製大引は上面板部および両側面板部を台形波の波形
断面としたため、鋼製大引の弛みが防止され、また曲げ
やねじれに対する断面強度も向上する。
When the steel puller is made of a bent steel plate having an inverted trapezoidal cross section, the surface for receiving the floor panel is widened and the floor panel can be supported stably. Since the lower part of the steel pulley only needs to be able to transmit a load to a steel bundle or the like, it is not necessary to be as wide as the upper part. In addition, since the steel plate has a wavy cross section of a trapezoidal wave at the upper plate portion and both side plate portions, the steel plate is prevented from slackening, and the cross-sectional strength against bending and twisting is improved.

【0017】前記鋼製大引を鋼製束上に設置した場合に
は、簡単な構成により十分な支持強度で鋼製大引を支持
できる。
When the steel puller is installed on a steel bundle, the steel pulley can be supported with sufficient support strength by a simple structure.

【0018】[0018]

【実施例】この発明の第1の実施例を図1ないし図6に
基づいて説明する。この鋼製大引使用の床鳴り防止床構
造は、建物のモジュール幅Wで平行に複数本の鋼製大引
1を設け、一辺を前記モジュール幅Wと略同じ寸法とし
た略正方形の床パネル2の両端を、隣合う一対の鋼製大
引1,1間に掛け渡して固定したものである。モジュー
ル幅Wは、建物の通常の基準寸法であり、例えば100
0mm,910mm,900mm,800mm等とされ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described with reference to FIGS. This floor squealring floor structure using steel pulleys has a substantially square floor panel in which a plurality of steel pulleys 1 are provided in parallel with a module width W of a building, and one side has substantially the same size as the module width W. 2 are fixed by bridging both ends between a pair of adjacent steel pulleys 1,1. The module width W is a normal reference dimension of a building, for example, 100
0 mm, 910 mm, 900 mm, 800 mm, and the like.

【0019】床パネル2は、平行に配置した複数本の木
製根太2bの上に床面材2aを貼り付けて構成され、ド
リル付きタッピングビス等の固定ねじ3によって鋼製大
引1に固定される。この場合の床パネル2としては、図
2(A)のようにその床面材2aの一端を対応端部の根
太2b上の幅方向中間位置に揃えて載せると共に、床面
材2aの他端を他端の根太2b上からその幅方向に根太
2bの配設ピッチ分だけはみ出させたものが使用され
る。その床面材2aのはみ出し側の端部は、同図に鎖線
で示す隣接する床パネル2の端部の根太2b上の幅方向
半部に載せられる。このような床パネル2を使用するこ
とにより、2つの床パネル2,2が隣接する箇所で、両
床パネル2の床面材2a,2aが載る根太2bを1つで
共用する。なお、図2(B)のように床面材2aの両端
を対応する根太2b上の幅方向全部にわたって載せた床
パネル2Aを使用してもよい。
The floor panel 2 is composed of a plurality of wooden joists 2b arranged in parallel and a floor surface material 2a attached to the wooden joists 2b. The floor panel 2 is fixed to the steel pulley 1 by a fixing screw 3 such as a tapping screw with a drill. You. As the floor panel 2 in this case, as shown in FIG. 2A, one end of the floor surface material 2a is placed on the corresponding end portion at the middle position in the width direction on the joist 2b, and the other end of the floor surface material 2a. Is protruded from the other end of the joist 2b in the width direction by an arrangement pitch of the joist 2b. The protruding side end of the floor panel 2a is placed on the widthwise half of the joist 2b at the end of the adjacent floor panel 2 indicated by a chain line in FIG. By using such a floor panel 2, a single joist 2b on which floor surface materials 2a, 2a of both floor panels 2 are placed is shared by two floor panels 2, 2 adjacent to each other. As shown in FIG. 2B, a floor panel 2A in which both ends of the floor panel 2a are placed over the entire width of the corresponding joist 2b may be used.

【0020】鋼製大引1は、この例では断面が略正方形
のパイプ材からなり、鋼製束4を介して束ベース5上に
支持される。鋼製束4は、図3(A)のように断面L字
状の大引受具6と、ベースプレート7とをターンバック
ル8で連結して構成され、ベースプレート7の釘孔7a
に挿通させるコンクリート釘9を束ベース5に打ち込む
ことによって図3(B)のように束ベース5上に立設さ
れる。
The steel pulley 1 is made of a pipe material having a substantially square cross section in this example, and is supported on a bundle base 5 via a steel bundle 4. As shown in FIG. 3A, the steel bundle 4 is configured by connecting a large undertaking 6 having an L-shaped cross section and a base plate 7 with a turnbuckle 8, and a nail hole 7a of the base plate 7.
By driving a concrete nail 9 to be inserted into the bundle base 5, the concrete nail 9 is erected on the bundle base 5 as shown in FIG.

【0021】この構成の床鳴り防止床構造によると、図
4(A)の施工時の状態に対して、床パネル2の木製根
太2bが図4(B)のように乾燥収縮して床パネル2に
反りが生じても、鋼製大引1に対して各床パネル2は単
純梁となるので、根太2bと鋼製大引1との間に隙間が
生じず、床鳴りを防止できる。また、床パネル2を載せ
る大引1として鋼製大引1を使用しているため、大引1
に乾燥収縮による反り・ひねり等の変形がなく、寸法安
定性が良く、施工性が向上する。また、鋼製大引1を使
用していても、前記の鋼製束4を使用することにより、
大引1の施工が簡単に行える。なお、図6に示すよう
に、鋼製大引1の配置間隔をモジュール幅Wの整数倍
(図示の例では2倍)とし、床パネル2を、両端が隣合
う鋼製大引1,1間に掛け渡されるように、鋼製大引1
の配置間隔と同じ幅B1のものとしても良い。床パネル
2の他の辺の幅B2は、サブモジュール幅wの整数倍と
する。サブモジュール幅wは、モジュール幅Wの整数分
の一の幅を意味する。したがって、床パネル2の他片の
幅B2は、(n/m)Wの幅となり、例えば0.5W,
0.75W,2/3W,1.5W等の幅となる。図示の
例では幅B2はモジュール幅Wと一致させている。床パ
ネル2の構成は、図1の床パネル2と幅寸法が異なる他
は同じである。このように構成した場合も、各床パネル
2は単純梁となるので、根太2bと鋼製大引1との間に
隙間が生じず、床鳴りを防止できる。
According to the floor noise prevention floor structure of this construction, the wooden joists 2b of the floor panel 2 dry and shrink as shown in FIG. Even if warpage occurs in each of the floors 2, since each floor panel 2 is a simple beam with respect to the steel pulley 1, no gap is formed between the joist 2b and the steel pulley 1, and floor noise can be prevented. Further, since the steel pulley 1 is used as the pulley 1 on which the floor panel 2 is placed,
There is no deformation such as warpage or twist due to drying shrinkage, dimensional stability is good, and workability is improved. In addition, even if the steel puller 1 is used, by using the steel bundle 4 described above,
The construction of Daiki 1 can be performed easily. As shown in FIG. 6, the interval between the steel pulleys 1 is set to an integral multiple of the module width W (twice in the illustrated example), and the floor panel 2 is connected to the steel pulleys 1, 1 adjacent at both ends. Steel bridge 1
May have the same width B1 as the arrangement interval. The width B2 of the other side of the floor panel 2 is an integral multiple of the submodule width w. The sub-module width w means a width that is a fraction of the module width W. Therefore, the width B2 of the other piece of the floor panel 2 is a width of (n / m) W, for example, 0.5W,
The width is 0.75 W, 2/3 W, 1.5 W, or the like. In the illustrated example, the width B2 matches the module width W. The configuration of the floor panel 2 is the same as the floor panel 2 of FIG. 1 except that the width dimension is different. Also in this configuration, since each floor panel 2 is a simple beam, there is no gap between the joist 2b and the steel pulley 1, and floor noise can be prevented.

【0022】図7はこの発明の第2の実施例を示す。こ
の実施例の鋼製大引使用の床鳴り防止床構造は、図7
(A)のように根太2b上に床面材2aを張った床パネ
ル2を、少なくとも3本の鋼製大引1にわたって載置し
たものであって、図7(B),(C),(D)に側面
図、正面図、裏面図で示すように、床パネル2の各根太
2bの長手方向中間部で鋼製大引1上に載る箇所に、根
太反り曲り防止用のスリット10が形成してある。スリ
ット10は、この例では根太2bを完全に分断してい
る。鋼製大引1は前記実施例と同様に建物のモジュール
幅で設置してあり、床パネル2は短辺がモジュール幅、
長辺がモジュール幅の2倍の幅のものとしてある。
FIG. 7 shows a second embodiment of the present invention. FIG. 7 shows the floor squeal prevention floor structure of this embodiment using steel pulling.
As shown in FIG. 7B, a floor panel 2 in which a floor panel 2a is stretched on a joist 2b as shown in FIG. As shown in the side view, the front view, and the back view of (D), a slit 10 for preventing joist warpage is provided at a position where the joist 2b of the floor panel 2 is placed on the steel pulley 1 in the longitudinal direction middle portion. It is formed. The slit 10 completely divides the joist 2b in this example. The steel pulley 1 is installed with the module width of the building in the same manner as in the above embodiment, and the floor panel 2 has a short side with the module width,
The long side is twice as wide as the module width.

【0023】また、この場合の床パネル2にも、図7
(B)のように床面材2aの一端を根太2b上の幅方向
中間位置に揃えて載せると共に、床面材2aの他端を根
太2b上からその幅方向に根太2bの配設ピッチ分だけ
はみ出させたものが使用されているが、床面材2aの両
端を対応する根太2b上の幅方向全部にわたって載せた
床パネルを使用してもよい。前記床パネル2は、先の実
施例の場合と同様に、鋼製大引1の上にドリル付きタッ
ピングビス等の固定ねじ3によって床パネル2が固定さ
れるが、前記根太2bの長手方向中間部の前記スリット
10が形成されている部分では、図7(E)のようにス
リット10を挟む2か所において固定ねじ3で鋼製大引
1に固定される。その他の構成は先の実施例と同様であ
る。
FIG. 7 also shows the floor panel 2 in this case.
As shown in (B), one end of the floor panel 2a is placed at the middle position in the width direction on the joist 2b, and the other end of the floor panel 2a is shifted from the joist 2b by the pitch of the joists 2b in the width direction. Although only the protruding portion is used, a floor panel in which both ends of the floor panel 2a are placed over the entire width of the corresponding joist 2b may be used. The floor panel 2 is fixed to the steel pulley 1 by a fixing screw 3 such as a tapping screw with a drill, as in the case of the previous embodiment. In the part where the slit 10 is formed, the part is fixed to the steel pulley 1 with the fixing screw 3 at two places sandwiching the slit 10 as shown in FIG. Other configurations are the same as in the previous embodiment.

【0024】この実施例の床鳴り防止床構造では、床パ
ネル2をモジュール幅よりも長尺のものとしてあるが、
根太2bをスリット10の形成により屈曲自在とし、こ
のスリット10の形成箇所で鋼製大引1上に載せている
ため、3本以上の鋼製大引1に跨がって固定しているに
も係わらず、隣合う鋼製大引1,1間において床パネル
2は疑似的に単純梁となり、床鳴りが防止される。ま
た、床パネル2を長尺のものとしてあるため、図1の例
に比べて床パネル2の枚数を減らすことができ、施工の
工数が削減できる。その他の作用は先の実施例と同様で
ある。
In the floor noise prevention floor structure of this embodiment, the floor panel 2 is longer than the module width.
The joist 2b is made to be flexible by forming the slit 10 and is mounted on the steel pulley 1 at the location where the slit 10 is formed, so that it is fixed across three or more steel pulleys 1. Nevertheless, the floor panel 2 is simulated as a simple beam between the adjacent steel pulleys 1 and 1 and floor noise is prevented. Further, since the floor panel 2 is long, the number of floor panels 2 can be reduced as compared with the example of FIG. 1, and the number of construction steps can be reduced. Other operations are the same as in the previous embodiment.

【0025】なお、床パネル2の床面材2aとして、強
度の強い面材、例えばコンクリートパネルと呼ばれる厚
手の耐水合板等を使用する場合には、上記のように根太
2bを完全に分断するスリット10とするが、パーティ
クルボード等のように強度の弱い面材を床面材2aとし
て使用する場合には、次の用に構成する。すなわち、図
7(F)のように根太2bの上端より所定厚み分h1
残して根太2bの下端から上端に向けスリット10を形
成するか、あるいは図7(G)のように根太2bを完全
に分断するようにスリット10を形成してから、分断さ
れた根太2b1,2b1 の側面間に補強板11を添え、
釘等の固着具12で固定して連結する。これにより、床
パネル2のスリット10における自在な曲がりを可能と
しながら、運搬時や施工時等に床面材2aが折れ曲がっ
て損傷することが回避される。図7(F)のように根太
2bを分断状態としないスリット10を形成する場合に
は、床面材2aの強度に応じて未分断部分の高さh1
根太2bの高さhの例えば1/3ないし1/4に調整し
て設定する。
When a strong surface material such as a thick water-resistant plywood called a concrete panel is used as the floor surface material 2a of the floor panel 2, the slit for completely dividing the joist 2b as described above. When the floor material such as a particle board or the like is used as the floor surface material 2a, it is configured as follows. I.e., to form the slit 10 toward the upper end from the lower end of the joists 2b leaving a predetermined thickness of h 1 than the top of the joists 2b as shown in FIG. 7 (F), or the joists 2b as shown in FIG. 7 (G) After the slit 10 is formed so as to be completely divided, a reinforcing plate 11 is attached between the side surfaces of the divided joists 2b 1 and 2b 1 ,
It is fixed and connected with a fixing tool 12 such as a nail. Thus, the floor panel 2a can be prevented from being bent and damaged during transportation, construction, and the like, while allowing the slit 10 of the floor panel 2 to freely bend. As shown in FIG. 7F, in the case of forming the slit 10 that does not split the joist 2b, the height h 1 of the undivided portion is set to, for example, the height h of the joist 2b according to the strength of the floor material 2a. Adjust and set to 1/3 to 1/4.

【0026】図8はこの発明の第3の実施例を示す。こ
の実施例の鋼製大引使用の床鳴り防止床構造は、複数本
の根太2bに床面材2aを張った床パネル2を、図8
(A)のように複数本の鋼製大引1上に載置した床構造
であって、床パネル2の根太2bと鋼製大引1との間に
緩衝性を有する厚手の平滑シート13を介在させたもの
である。平滑シート13は例えば高分子ポリエチレン、
その他のケミカル系のフィルム、あるいは亜鉛等の金属
シートと樹脂シートとの積層シート等からなり、図8
(B)のように表面は耐摩耗性の高い平滑面13a、中
間層は緩衝材層13b、裏面は接着層13cとされ、図
8(D)のように床パネル2の根太2bの下面の鋼製大
引1に当たる部分に予め接着固定される。この滑り材1
3は、逆に鋼製大引1の上面に接着してもよい。その他
の構成は第1の実施例と同様である。
FIG. 8 shows a third embodiment of the present invention. The floor noise prevention floor structure of this embodiment using steel pulling is shown in FIG. 8 in which a floor panel 2 in which a plurality of joists 2b and a floor surface material 2a are stretched is used.
(A) A floor structure placed on a plurality of steel pulleys 1 as shown in (A), and a thick smooth sheet 13 having a cushioning property between the joists 2b of the floor panel 2 and the steel pulleys 1 Is interposed. The smooth sheet 13 is, for example, a high-molecular polyethylene,
FIG. 8 is a diagram showing another chemical film or a laminated sheet of a metal sheet such as zinc and a resin sheet.
As shown in FIG. 8B, the surface has a smooth surface 13a having high wear resistance, the intermediate layer has a cushioning material layer 13b, and the back surface has an adhesive layer 13c. As shown in FIG. It is bonded and fixed in advance to a portion corresponding to the steel pulley 1. This sliding material 1
3 may be bonded to the upper surface of the steel pulley 1 on the contrary. Other configurations are the same as those of the first embodiment.

【0027】この実施例の床鳴り防止床構造では、例え
ば木製根太2bの乾燥収縮により根太2bと鋼製大引1
との間に隙間が生じても、床パネル2の根太2bと鋼製
大引1との間に介在させてある平滑シート13の緩衝作
用で、荷重が加わったときの大引1と根太2bとの衝撃
が吸収され、衝突音が低減する。また、平滑シート13
による滑り抵抗の低減のため、鋼製大引1に対して根太
2bに剪断ずれが生じても、擦れ音の発生が防止され
る。このように、衝突音と滑り音との両方の床鳴りが防
止される。また、根太2bの収縮等による鋼製大引1と
根太2b間の多少の寸法変化は平滑シート13の弾性変
形で吸収され、隙間の発生が防止される。これによって
も床鳴りが低減する。さらに、床パネル2の施工時にお
いて、平滑シート13による滑り抵抗の軽減のため、大
引1上を滑らすことができ、施工性が向上する。なお、
平滑シート13は緩衝性を有しないものであっても良
く、その場合、例えば図8(C)に示すように単一材の
シートとされる。緩衝性を有しない平滑シート13とす
る場合、例えば亜鉛等の金属シートや樹脂シート、ある
いは樹脂被覆した金属シート等を用いることができる。
このように緩衝性を有しないものとしても、前記の滑り
作用による床鳴り防止効果等が得られる。
In the floor noise preventing floor structure of this embodiment, for example, the wooden joist 2b is dried and shrunk by the wooden joist 2b and the steel joist 1
Even when a gap is generated between the joist 2b of the floor panel 2 and the steel pulley 1, the damper of the smooth sheet 13 interposed between the joist 2b and the joist 2b when a load is applied. Is absorbed, and the collision noise is reduced. Also, the smooth sheet 13
Therefore, even if a shear shift occurs in the joist 2b with respect to the steel pulley 1, generation of rubbing noise is prevented. In this way, both the floor noises of the collision sound and the slipping sound are prevented. Further, a slight dimensional change between the steel pulley 1 and the joist 2b due to shrinkage of the joist 2b or the like is absorbed by the elastic deformation of the smooth sheet 13, and the generation of a gap is prevented. This also reduces floor noise. Further, when the floor panel 2 is constructed, the sliding sheet 13 can be slid over the pulling pulley 1 to reduce the sliding resistance, thereby improving workability. In addition,
The smooth sheet 13 may not have a cushioning property. In this case, for example, as shown in FIG. 8C, a single material sheet is used. In the case of forming the smooth sheet 13 having no cushioning property, for example, a metal sheet of zinc or the like, a resin sheet, a resin-coated metal sheet, or the like can be used.
Thus, even if it does not have a cushioning property, an effect of preventing floor noises and the like due to the above-mentioned sliding action can be obtained.

【0028】図9はこの発明の第4の実施例を示す。こ
の実施例の鋼製大引使用の床鳴り防止床構造は、第3の
実施例に使用した平滑シート13を第1の実施例の床構
造に適用したものである。すなわち、図9(A)のよう
に建物のモジュール幅Wで平行に設けた複数本の鋼製大
引1のうち、隣合う前記鋼製大引1,1間に、一辺を前
記モジュール幅Wと略同じ寸法とした略正方形の床パネ
ル2の両端を掛け渡して固定する床構造において、床パ
ネル2の根太2bと鋼製大引1との間に緩衝性を有する
平滑シート13を介在させたものである。この場合も平
滑シート13は、図9(B)のように床パネル2の根太
2bの下面の鋼製大引1に当たる部分に接着されるが、
逆に鋼製大引1の上面に接着してもよい。その他の構成
は先の第1の実施例と同様である。
FIG. 9 shows a fourth embodiment of the present invention. The floor squealring floor structure of this embodiment using a steel pulling is obtained by applying the smooth sheet 13 used in the third embodiment to the floor structure of the first embodiment. That is, as shown in FIG. 9 (A), one side of the plurality of steel pulleys 1 provided in parallel with the module width W of the building has a module width W between adjacent steel pulleys 1 and 1. In a floor structure in which both ends of a substantially square floor panel 2 having substantially the same dimensions as above are stretched and fixed, a smooth sheet 13 having a buffer property is interposed between the joist 2b of the floor panel 2 and the steel pulley 1. It is a thing. Also in this case, the smooth sheet 13 is adhered to a portion of the lower surface of the joist 2b of the floor panel 2 corresponding to the steel pulley 1 as shown in FIG.
Conversely, it may be adhered to the upper surface of the steel pulley 1. Other configurations are the same as those of the first embodiment.

【0029】この実施例の床鳴り防止床構造では、床パ
ネル2が鋼製大引1に対して単純梁になると共に、平滑
シート13の作用で鋼製大引1に対して床パネル2が小
さな摩擦抵抗で摺動できるので、より一層、床鳴り防止
効果が向上する。その他の作用は第1の実施例と同様で
ある。
In the floor sound-preventing floor structure of this embodiment, the floor panel 2 is a simple beam with respect to the steel pulley 1, and the floor panel 2 is moved with respect to the steel pulley 1 by the action of the smooth sheet 13. Since the sliding can be performed with a small frictional resistance, the floor noise preventing effect is further improved. Other operations are the same as those of the first embodiment.

【0030】図10はこの発明の第5の実施例を示す。
この実施例の床構造は、図10(A)のように根太2b
を有する床パネル2を複数本の鋼製大引1上に載置した
床構造であって、図10(B)のように床パネル2の根
太2bを貫通して鋼製大引1に螺合するドリル付きタッ
ピングビス等の固定ねじ3の頭部3aと、根太2bの上
面との間に弾性体14を挟み込んだものである。各固定
ねじ3は、床面材2aに貫通させた座繰孔25内に設け
てあり、弾性体14は根太2b上に配置されている。弾
性体14は、この例では多数枚重ねた皿ばねからなる
が、この他に硬質のゴムや高分子材料などを使用しても
よい。その他の構成は第2の実施例などと同様である。
なお、固定ねじ3は、壁に隠れる箇所等では、座繰孔2
5を設けずに図11(A)のように床面材2aの表面か
ら打ち込まれる場合もあるが、その場合は固定ねじ3の
頭部3aと床面材2aとの間に弾性体14を介在させ
る。また、図11(B)のように座繰孔25を底付の孔
とする場合は、座繰孔25の底面と固定ねじ3の頭部3
aとの間に弾性体14を介在させる。
FIG. 10 shows a fifth embodiment of the present invention.
The floor structure of this embodiment has a joist 2b as shown in FIG.
Is a floor structure in which a floor panel 2 having a floor is placed on a plurality of steel pulleys 1 and is screwed into the steel pulley 1 through a joist 2b of the floor panel 2 as shown in FIG. The elastic body 14 is interposed between the head 3a of the fixing screw 3 such as a tapping screw with a drill and the upper surface of the joist 2b. Each fixing screw 3 is provided in a counterbore 25 penetrated through the floor material 2a, and the elastic body 14 is disposed on the joist 2b. In this example, the elastic body 14 is composed of a multiplicity of disc springs. Alternatively, a hard rubber or a polymer material may be used. Other configurations are the same as those of the second embodiment.
In addition, the fixing screw 3 is provided at the place hidden behind the wall or the like.
As shown in FIG. 11 (A), there is a case where the elastic body 14 is inserted between the head 3a of the fixing screw 3 and the floor surface material 2a without providing the base member 5 as shown in FIG. Intervene. When the counterbore 25 is a hole with a bottom as shown in FIG. 11 (B), the bottom of the counterbore 25 and the head 3 of the fixing screw 3 are formed.
and an elastic body 14 is interposed between the elastic body 14 and a.

【0031】この床構造の場合は、図10(C)に示す
施工時の状態から、木製根太2bが乾燥収縮して固定ね
じ3の頭部3aが木製根太2bの上面から浮き上がるこ
とがあっても、その変化に追随して図10(D)のよう
に弾性体14が復元する。そのため、根太2bと鋼製大
引1との間に隙間が生じず、隙間の発生に起因する床鳴
りが防止される。
In the case of this floor structure, the wooden joist 2b dries and shrinks from the state at the time of construction shown in FIG. 10 (C), and the head 3a of the fixing screw 3 may rise from the upper surface of the wooden joist 2b. Also, following the change, the elastic body 14 is restored as shown in FIG. Therefore, no gap is formed between the joist 2b and the steel pulley 1, and floor noise caused by the gap is prevented.

【0032】図12はこの発明の第6の実施例を示す。
この実施例の床構造は、図10や図11の実施例に使用
した弾性体14による固定ねじ3の緩み防止機構を第1
の実施例の床構造に適用したものである。
FIG. 12 shows a sixth embodiment of the present invention.
The floor structure of this embodiment has a first mechanism for preventing the fixing screw 3 from being loosened by the elastic body 14 used in the embodiment of FIGS.
This is applied to the floor structure of the embodiment of the present invention.

【0033】この実施例の構成では、床パネル2が鋼製
大引1に対して単純梁となると共に、弾性体14による
固定ねじ3の緩み防止機構により根太2bと鋼製大引1
との間に隙間が生じるのを阻止でき、これらのため、前
記隙間に起因する床鳴りの防止効果が一層高められる。
In the configuration of this embodiment, the floor panel 2 is a simple beam with respect to the steel pulley 1 and the joist 2b and the steel pulley 1 are provided by a mechanism for preventing the fixing screw 3 from being loosened by the elastic body 14.
Can be prevented from occurring, and the effect of preventing floor noise caused by the gap can be further enhanced.

【0034】図13はこの発明の第7の実施例を示す。
この実施例は、第1の実施例の床構造において、角パイ
プ状の大引1に代えて、図13(B)のような断面のパ
イプ材からなる鋼製大引21を使用したものである。こ
の鋼製大引21は、上面幅を下面幅よりも広がった逆台
形状断面とし、また上面板部および両側面板部を、各波
山部が台形波形のリブ21aとなった波形断面としてあ
り、鋼板のロール成形等により曲げ加工で製造される。
鋼製大引21を構成する鋼板の幅方向両端は、下辺中央
の巻き込み状態のかしめ部21bで結合してある。その
他の構成は第1の実施例の場合と同様である。第2ない
し第6の実施例に、この鋼製大引21を使用してもよ
い。
FIG. 13 shows a seventh embodiment of the present invention.
In this embodiment, in the floor structure of the first embodiment, a steel pulley 21 made of a pipe material having a cross section as shown in FIG. is there. The steel pulley 21 has an inverted trapezoidal cross section in which the upper surface width is wider than the lower surface width, and the upper surface plate portion and both side surface plate portions have a corrugated cross section in which each crest portion has a trapezoidal waveform rib 21a. It is manufactured by bending work such as roll forming of steel sheets.
Both ends in the width direction of the steel plate constituting the steel pulley 21 are joined by a swaged portion 21b in the center of the lower side. Other configurations are the same as those of the first embodiment. The steel pulley 21 may be used in the second to sixth embodiments.

【0035】この床構造の場合は、鋼製大引21の上面
幅が広いので、床パネル2の根太2bを広い支持面で受
け止めることができ、安定良く床パネル2を支持でき
る。すなわち、床パネル2が並ぶ箇所では、1本の鋼製
大引21で隣合う2枚の床パネル2を受けることになる
が、このように逆台形断面とすることで、各床パネル2
の鋼製大引21に対する掛かり代を大きく得ることがで
きる。鋼製大引21の下辺は、鋼製束4に荷重を伝達で
きれば良いため、上辺ほど大きくする必要がなく、幅を
狭めることで、材料が節減される。また、鋼製大引21
は、上面板部および両側面板部をリブ21aが形成され
た波形断面としてあるので、弛みが防止され、また断面
の強度上の性能が向上して曲げや捩じれに対しても強く
なる。また、この鋼製大引21は、鋼板の幅方向両端を
溶接でなくかしめ部21bで結合しているが、そのため
亜鉛引き鋼板等を使用した場合に亜鉛層が溶けるような
ことがなく、防錆処理等を施すことが不要となる。
In the case of this floor structure, since the upper surface width of the steel pulley 21 is wide, the joist 2b of the floor panel 2 can be received by the wide support surface, and the floor panel 2 can be stably supported. That is, in the place where the floor panels 2 are arranged, two steel floor panels 2 receive the adjacent two floor panels 2. By adopting such an inverted trapezoidal cross section, each floor panel 2 is formed.
Of the steel pulley 21 can be greatly increased. Since the lower side of the steel pulley 21 only needs to be able to transmit the load to the steel bundle 4, it is not necessary to make the upper side larger, but by reducing the width, the material can be saved. In addition, steel puller 21
Since the upper surface plate portion and both side surface plate portions have a corrugated cross section in which the ribs 21a are formed, looseness is prevented, and the strength of the cross section is improved, and the cross section is more resistant to bending and twisting. In addition, the steel pulley 21 is not welded at both ends in the width direction of the steel plate but is connected by a swaged portion 21b. Therefore, when a zinc-coated steel plate or the like is used, the zinc layer does not melt, and thus the steel plate is prevented from melting. It is not necessary to perform rust treatment or the like.

【0036】なお、上記各実施例では鋼製大引1,21
を角形または逆台形断面のパイプ材としたが、図14
(C)〜(F)に各々示すように、H形鋼の鋼製大引1
1 、溝形鋼の鋼製大引12 、リップ溝形鋼の鋼製大引1
3 、逆三角形のパイプ材からなる鋼製大引14 等を使用
しても良い。これらの断面形状の鋼製大引11 〜14
使用する場合に、鋼製束4で大引を支持するときは、鋼
製束4の大引受具6を、鋼製大引の断面に応じた形状の
ものとする。例えば、H形鋼の鋼製大引11 の場合は、
大引受具6は鋼製大引11 の下フランジを載せて両側縁
の折り返し部分6dで下フランジの側縁を挟み込む形状
としてある。また、図14(A),(B)に各々示すよ
うに、逆台形断面のパイプ材や角形の鋼製大引21,1
を使用する場合に、大引受具6を上向きの溝形とし、鋼
製大引21,1の下端が嵌合する形状のものとしても良
い。
In each of the above embodiments, the steel pulleys 1, 21
Is a pipe material having a square or inverted trapezoidal cross section.
As shown in (C) to (F), H-section steel pulling 1
1 , channel steel puller 1 2 , lip channel steel puller 1
3, may be used a steel Obiki 1 4 or the like made of a pipe material of inverted triangle. When using steel Obiki 1 1 to 1 4 of these cross-sectional shapes, when supporting the Obiki a steel beam 4, a large underwriting tool 6 of the steel beam 4, the cross section of the steel Obiki Of a shape corresponding to For example, in the case of steel Obiki 1 1 of H-shaped steel,
Large underwriting tool 6 is a shape sandwiching the side edge of the lower flange in the folded portion 6d of the side edges by placing the lower flange of the steel Obiki 1 1. As shown in FIGS. 14 (A) and (B), a pipe material having an inverted trapezoidal cross section or a square steel pulley 21, 1 is shown.
When using the large pulling tool 6, the large pulling tool 6 may be formed in an upward groove shape, and may have a shape in which the lower ends of the steel pulleys 21 and 1 are fitted.

【0037】[0037]

【発明の効果】請求項1の発明の床構造は、建物のモジ
ュール幅で平行に設けた複数本の鋼製大引と、1辺が略
前記モジュール幅の略正方形に形成されて両端が隣合う
前記鋼製大引間に掛け渡された床パネルとを設けたた
め、床パネルは両端のみで支持されることになり、その
ため床パネルに乾燥収縮が生じても大引と床パネルの間
に隙間が生じず、床鳴りが防止される。また、鋼製大引
は乾燥収縮がないので、寸法安定性が向上し、施工性が
良くなる。請求項2の発明の床構造の場合は、鋼製大引
間の間隔をモジュール幅の整数倍とし、また床パネルの
一辺の幅を鋼製大引間の間隔と略同一に、他辺の幅をサ
ブモジュール幅の整数倍としたが、この場合も床パネル
を両端のみで鋼製大引間に支持させるようにしたので、
床パネルに乾燥収縮が生じても大引と床パネルの間に隙
間が生じず、床鳴りが防止される。
According to the first aspect of the present invention, there is provided a floor structure comprising a plurality of steel pulleys provided in parallel with a module width of a building, one side of which is formed in a substantially square having the module width, and both ends adjacent to each other. Since the floor panel spanned between the steel pulleys is provided, the floor panel is supported only at both ends, so that even if the floor panel undergoes drying shrinkage, it is located between the pulley and the floor panel. There is no gap and floor noise is prevented. Further, since the steel pulley does not have drying shrinkage, dimensional stability is improved and workability is improved. In the case of the floor structure according to the invention of claim 2, the interval between the steel pulleys is an integral multiple of the module width, and the width of one side of the floor panel is substantially the same as the interval between the steel pulleys, The width was set to an integral multiple of the width of the sub-module, but in this case, the floor panel was supported only at both ends by steel girders.
Even if drying shrinkage occurs in the floor panel, no gap is formed between the floor panel and the floor panel, and floor noise is prevented.

【0038】請求項3の発明の床構造は、床パネルの長
手方向中間部の鋼製大引上に載る箇所で根太にスリット
を設けたため、部材の乾燥収縮等が生じても、前記スリ
ットの形成箇所で根太が自由に撓んで大引と床パネルの
間に隙間が生じず、そのため床鳴りが防止される。ま
た、床パネルを小さくして枚数を増やす必要がなく、施
工性や運搬性が良い。
In the floor structure according to the third aspect of the present invention, a slit is formed in the joist at a position on the steel pulley at the middle part in the longitudinal direction of the floor panel. The joist is flexed freely at the formation location, so that no gap is formed between the pulling and the floor panel, thereby preventing floor noise. Also, it is not necessary to increase the number of sheets by reducing the size of the floor panel, and the workability and transportability are good.

【0039】請求項4の発明の床構造は、床パネルの根
太と鋼製大引との間に平滑シートを介在させたため、根
太と大引間に剪断ずれが生じる場合の擦れ音が防止さ
れ、擦れ音による床鳴りが防止される。
In the floor structure according to the fourth aspect of the present invention, a smooth sheet is interposed between the joist of the floor panel and the steel pulley, so that a rubbing sound when a shear shift occurs between the joist and the pulley is prevented. Floor noise due to rubbing noise is prevented.

【0040】請求項5の発明の床構造は、床パネルの木
製根太を鋼製大引に固定する固定ねじの頭部と前記根太
または床面材の上面との間に弾性体を挟み込んだため、
根太が乾燥収縮して固定ねじが浮き上がっても、弾性体
がその変化に追従して復元し、固定ねじの緩みを阻止す
る。そのため、根太と大引との間に隙間が生じず、床鳴
りの発生が防止される。
In the floor structure according to the fifth aspect of the present invention, the elastic body is interposed between the head of the fixing screw for fixing the wooden joist of the floor panel to the steel pulley and the upper surface of the joist or the floor panel. ,
Even if the joist dries and shrinks and the fixing screw rises, the elastic body follows the change and recovers, preventing the fixing screw from loosening. Therefore, there is no gap between the joist and the pulling, and floor noise is prevented.

【0041】前記鋼製大引を、上面幅が下面幅よりも広
がった逆台形状断面の鋼板曲げパイプ材とし、かつこの
鋼製大引の上面板部および両側面板部を、台形波の波形
断面とした場合には、床パネルを受ける面が広くなり安
定良く床パネルを支持できると共に、波形断面によって
鋼製大引の断面性能が向上し、曲げ・ねじれに対する強
度が向上する。前記鋼製大引を鋼製束上に設置した場合
には、簡単な構成により十分な支持強度で鋼製大引を支
持できる。
The steel pulley is an inverted trapezoidal section steel plate bent pipe material whose upper surface width is wider than the lower width, and the upper plate portion and both side plate portions of this steel puller are formed into a trapezoidal waveform. In the case of a cross section, the surface for receiving the floor panel is widened and the floor panel can be stably supported, and the corrugated cross section improves the cross-sectional performance of the steel pulley and improves the strength against bending and twisting. When the steel puller is installed on a steel bundle, the steel puller can be supported with sufficient support strength by a simple configuration.

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

【図1】この発明の第1の実施例にかかる床構造の斜視
図である。
FIG. 1 is a perspective view of a floor structure according to a first embodiment of the present invention.

【図2】(A)は同床構造の正面図、(B)は別の床パ
ネルを使用した同床構造の正面図である。
FIG. 2A is a front view of the same floor structure, and FIG. 2B is a front view of the same floor structure using another floor panel.

【図3】(A)は同床構造に使用する鋼製束の斜視図、
(B)は同鋼製束の取付説明図である。
FIG. 3A is a perspective view of a steel bundle used for the floor structure.
(B) is a mounting explanatory view of the steel bundle.

【図4】同床構造の床鳴り防止作用の説明図である。FIG. 4 is an explanatory diagram of a floor noise preventing action of the floor structure.

【図5】同床構造の平面図である。FIG. 5 is a plan view of the floor structure.

【図6】同床構造の変形例の平面図である。FIG. 6 is a plan view of a modified example of the floor structure.

【図7】(A)はこの発明の第2の実施例にかかる床構
造の斜視図、(B)は同床構造に使用する床パネルの側
面図、(C)は同床パネルの正面図、(D)は同床パネ
ルの裏面図、(E)は同床パネルの鋼製大引への固定構
造を示す要部拡大図、(F)は同床構造の変形例を示す
要部拡大図、(G)は同床構造の他の変形例を示す要部
拡大図である。
7A is a perspective view of a floor structure according to a second embodiment of the present invention, FIG. 7B is a side view of a floor panel used in the floor structure, and FIG. 7C is a front view of the floor panel. , (D) is a rear view of the floor panel, (E) is an enlarged view of a main part showing a structure for fixing the floor panel to a steel pulley, and (F) is an enlarged view of a main part showing a modification of the floor structure. FIG. 7G is an enlarged view of a main part showing another modification of the floor structure.

【図8】(A)はこの発明の第3の実施例にかかる床構
造の断面図、(B)は同床構造に使用する平滑シートの
斜視図、(C)は平滑シートの変形例の斜視図、(D)
は同平滑シートを接着した床パネルの斜視図である。
8A is a sectional view of a floor structure according to a third embodiment of the present invention, FIG. 8B is a perspective view of a smooth sheet used in the floor structure, and FIG. Perspective view, (D)
FIG. 3 is a perspective view of a floor panel to which the smooth sheet is adhered.

【図9】(A)はこの発明の第4の実施例にかかる床構
造の断面図、(B)は同床構造に使用する床パネルの斜
視図である。
FIG. 9A is a sectional view of a floor structure according to a fourth embodiment of the present invention, and FIG. 9B is a perspective view of a floor panel used in the floor structure.

【図10】(A)はこの発明の第5の実施例にかかる床
構造の断面図、(B)は同床構造の要部断面図、
(C),(D)は同床構造の床鳴り防止作用の説明図で
ある。
10A is a sectional view of a floor structure according to a fifth embodiment of the present invention, FIG. 10B is a sectional view of a main part of the floor structure,
(C), (D) is explanatory drawing of the floor noise prevention action of the same floor structure.

【図11】(A),(B)は各々同床構造の変形例の部
分拡大断面図である。
11A and 11B are partially enlarged cross-sectional views of modifications of the same floor structure.

【図12】この発明の第6の実施例にかかる床構造の断
面図である。
FIG. 12 is a sectional view of a floor structure according to a sixth embodiment of the present invention.

【図13】(A)はこの発明の第7の実施例にかかる床
構造の断面図、(B)は同床構造に使用する鋼製大引の
断面図である。
13A is a sectional view of a floor structure according to a seventh embodiment of the present invention, and FIG. 13B is a sectional view of a steel pulley used for the floor structure.

【図14】(A)〜(F)はこの発明に適用できる各鋼
製大引とその鋼製束の各種変形例を各々示す模式断面図
である。
FIGS. 14A to 14F are schematic cross-sectional views showing various steel pulleys applicable to the present invention and various modifications of the steel bundle.

【図15】(A),(B)は各々従来例の斜視図および
断面図である。
15A and 15B are a perspective view and a sectional view of a conventional example, respectively.

【図16】従来例による床鳴り作用の説明図である。FIG. 16 is an explanatory diagram of a floor noise action according to a conventional example.

【図17】従来例における釘浮き作用の説明図である。FIG. 17 is an explanatory view of a nail lifting action in a conventional example.

【符号の説明】[Explanation of symbols]

1,21…鋼製大引、2…床パネル、2a…床面材、2
b…根太、3…固定ねじ、3a…頭部、4…鋼製束、1
0…スリット、13…平滑シート、14…弾性体、W…
モジュール幅、w…サブモジュール幅
1,21 ... steel pulling, 2 ... floor panel, 2a ... floor surface material, 2
b: joist, 3: fixing screw, 3a: head, 4: steel bundle, 1
0: slit, 13: smooth sheet, 14: elastic body, W:
Module width, w ... Submodule width

───────────────────────────────────────────────────── フロントページの続き (72)発明者 表 敏久 大阪府大阪市西区阿波座1丁目5番16号 大和ハウス工業株式会社内 (72)発明者 吉川 祐三 大阪府大阪市西区阿波座1丁目5番16号 大和ハウス工業株式会社内 (72)発明者 岩崎 良昭 大阪府大阪市西区阿波座1丁目5番16号 大和ハウス工業株式会社内 (72)発明者 奥地 進 大阪府松原市小川4丁目16番15号 奥地 建産株式会社内 (58)調査した分野(Int.Cl.6,DB名) E04B 5/00 - 5/52──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Toshihisa 1-5-16 Awaza, Nishi-ku, Osaka-shi, Osaka Daiwa House Industry Co., Ltd. (72) Yuzo Yoshikawa 1-5-16-1 Awaza, Nishi-ku, Osaka-shi, Osaka No. Daiwa House Industry Co., Ltd. (72) Inventor Yoshiaki Iwasaki 1-5-16, Awaza, Nishi-ku, Osaka-shi, Osaka Daiwa House Industry Co., Ltd. (72) Susumu Okuchi 4-16-15, Ogawa, Matsubara-shi, Osaka Okuchi Kensan Co., Ltd. (58) Field surveyed (Int.Cl. 6 , DB name) E04B 5/00-5/52

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物のモジュール幅で平行に設けた複数
本の鋼製大引と、1辺が略前記モジュール幅の略正方形
に形成されて両端が隣合う前記鋼製大引間に掛け渡され
た床パネルとを備えた鋼製大引使用の床鳴り防止床構
造。
1. A plurality of steel girders provided in parallel with a module width of a building and bridging between the steel girders, one side of which is formed in a substantially square shape having a module width. Floor construction with steel flooring and floor panels.
【請求項2】 建物のモジュール幅の整数倍の間隔で平
行に設けた複数本の鋼製大引と、1辺が前記鋼製大引の
間隔と略同一の幅に形成されかつ他辺が建物のサブモジ
ュール幅の整数倍の幅に形成されて両端が隣合う前記鋼
製大引間に掛け渡された矩形の床パネルとを備えた鋼製
大引使用の床鳴り防止床構造。
2. A plurality of steel pulleys provided in parallel at intervals of an integral multiple of the module width of a building, and one side is formed to have a width substantially equal to the interval between the steel pulleys and the other side is formed. A floor squeal prevention floor structure using a steel pulley, comprising: a rectangular floor panel formed to have an integral multiple of the width of a sub-module of a building and bridging between the steel pulleys adjacent to each other.
【請求項3】 根太上に床面材を張った床パネルを、少
なくとも3本の鋼製大引にわたって載置した床構造であ
って、前記各根太の長手方向中間部で鋼製大引上に載る
箇所に、根太反り曲り防止用のスリットを設けた鋼製大
引使用の床鳴り防止床構造。
3. A floor structure in which a floor panel having a floor surface material stretched on a joist is mounted on at least three steel girders. The floor is made of steel and has a floor structure that has slits to prevent joist bends where it is placed.
【請求項4】 根太を有する床パネルを複数本の平行な
鋼製大引上に載置した床構造であって、前記床パネルの
根太と鋼製大引との間に平滑シートを介在させ、この平
滑シートを前記根太または鋼製大引のいずれかに貼り付
けた鋼製大引使用の床鳴り防止床構造。
4. A floor structure in which a floor panel having a joist is mounted on a plurality of parallel steel pulleys, wherein a smooth sheet is interposed between the joist of the floor panel and the steel pulley. A floor squeak-preventing floor structure using a steel pulley, wherein the smooth sheet is attached to either the joist or the steel pulley.
【請求項5】 木製の根太およびこの根太上に設けられ
た床面材を有する床パネルを複数本の平行な鋼製大引上
に載置し、前記根太を貫通して鋼製大引に螺合する固定
ねじを設け、この固定ねじの頭部と前記根太または床面
材の上面との間に弾性体を挟み込んだ鋼製大引使用の床
鳴り防止床構造。
5. A floor panel having a wooden joist and a floor panel provided on the joist is placed on a plurality of parallel steel girders, and penetrates the joist to form a steel girder. A floor squeal preventing floor structure made of steel, which is provided with a fixing screw to be screwed in, and an elastic body is sandwiched between a head of the fixing screw and an upper surface of the joist or floor material.
【請求項6】 前記鋼製大引を、上面幅が下面幅よりも
広がった逆台形状断面の鋼板曲げパイプ材とし、かつこ
の鋼製大引の上面板部および両側面板部を、台形波の波
形断面とした請求項1または請求項2または請求項3ま
たは請求項4または請求項5記載の鋼製大引使用の床鳴
り防止床構造。
6. The steel pulley is made of a bent steel pipe having an inverted trapezoidal cross section whose upper surface width is wider than the lower surface width, and the upper plate portion and both side plate portions of the steel puller are trapezoidal waves. 6. The floor squeal prevention floor structure according to claim 1, wherein said corrugated cross section is made of steel.
【請求項7】 前記鋼製大引を鋼製束上に設置した請求
項1または請求項2または請求項3または請求項4また
は請求項5または請求項6記載の鋼製大引使用の床鳴り
防止床構造。
7. The floor according to claim 1, wherein said steel puller is installed on a steel bundle. Noise-free floor structure.
JP21784794A 1994-08-19 1994-08-19 Floor squeaking floor structure using steel pulling Expired - Lifetime JP2750273B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21784794A JP2750273B2 (en) 1994-08-19 1994-08-19 Floor squeaking floor structure using steel pulling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21784794A JP2750273B2 (en) 1994-08-19 1994-08-19 Floor squeaking floor structure using steel pulling

Publications (2)

Publication Number Publication Date
JPH0860774A JPH0860774A (en) 1996-03-05
JP2750273B2 true JP2750273B2 (en) 1998-05-13

Family

ID=16710700

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21784794A Expired - Lifetime JP2750273B2 (en) 1994-08-19 1994-08-19 Floor squeaking floor structure using steel pulling

Country Status (1)

Country Link
JP (1) JP2750273B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3653525B2 (en) * 1997-07-28 2005-05-25 株式会社トヨックス Air-conditioning installation
JP6783565B2 (en) * 2016-06-29 2020-11-11 大和ハウス工業株式会社 Dry floor structure
CN110359611B (en) * 2019-07-24 2020-12-04 涡阳县新源泡沫夹心板有限公司 Composite floor slab for steel structure building

Also Published As

Publication number Publication date
JPH0860774A (en) 1996-03-05

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