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JP3127388B2 - Dry floor structure, dry floor construction method, and joist with elastic supporting legs - Google Patents
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JP3127388B2 - Dry floor structure, dry floor construction method, and joist with elastic supporting legs - Google Patents

Dry floor structure, dry floor construction method, and joist with elastic supporting legs

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Publication number
JP3127388B2
JP3127388B2 JP07142167A JP14216795A JP3127388B2 JP 3127388 B2 JP3127388 B2 JP 3127388B2 JP 07142167 A JP07142167 A JP 07142167A JP 14216795 A JP14216795 A JP 14216795A JP 3127388 B2 JP3127388 B2 JP 3127388B2
Authority
JP
Japan
Prior art keywords
joist
joists
elastic support
base
elastic
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
JP07142167A
Other languages
Japanese (ja)
Other versions
JPH08333871A (en
Inventor
篤志 澤
Original Assignee
日本住宅パネル工業協同組合
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Filing date
Publication date
Application filed by 日本住宅パネル工業協同組合 filed Critical 日本住宅パネル工業協同組合
Priority to JP07142167A priority Critical patent/JP3127388B2/en
Publication of JPH08333871A publication Critical patent/JPH08333871A/en
Application granted granted Critical
Publication of JP3127388B2 publication Critical patent/JP3127388B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、根太の構造に特徴を
有する乾式床の構造及び乾式床の構築方法並びに弾性支
持脚付き根太に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a dry floor, a method of constructing a dry floor, and a joist with elastic supporting legs characterized by the structure of the joist.

【0002】[0002]

【従来の技術】従来、床の不陸を調整する為に、スラブ
コンクリート上に、未だ固まらないモルタル塊を所定位
置に載置し、該モルタル塊上に、大引き等を高さを一定
にするように押え付けて設置していた。この場合、モル
タルが固化後に大引きが一定高さに揃って設置され、大
引き上に根太及び床板を構築していた。
2. Description of the Related Art Conventionally, in order to adjust the unevenness of the floor, a mortar mass that has not yet solidified is placed in a predetermined position on slab concrete, and the height of the mortar mass is fixed on the mortar mass at a constant height. It was set up by pressing it down. In this case, after the mortar was solidified, the pulling was installed at a uniform height, and a joist and a floorboard were constructed on the pulling.

【0003】また、他の方法では、コンクリートスラブ
上に、高さ調節自在の点支持脚を接着剤で固定し、該点
支持脚に、点支持脚の高さを調節しながら、直接にある
いは根太を介して、床板を架設固定していた。
In another method, a height-adjustable point supporting leg is fixed on a concrete slab with an adhesive, and the height of the point supporting leg is adjusted directly or on the point supporting leg. The floorboards were erected and fixed via joists.

【0004】[0004]

【発明が解決しようとする課題】前記従来の技術では、
いずれの工法でも、モルタル又は接着剤が固化するまで
時間が掛かり、その間、次の工程の作業ができず、工期
の遅延につながる問題点があった。また、従来の工法で
は、モルタル塊を使用した場合ではモルタル塊に大引き
などを取り付ける前に、あるいは点支持脚の場合では点
支持脚に床板などを取り付ける前に、夫々所定の高さに
調節しなければならず、調節作業が繁雑となる問題点が
あった。また、従来の工法では、コンクリートスラブと
根太との間で遮音性能を有するような手段を付加するこ
とが困難であった。
In the above prior art,
In any of the methods, it takes time until the mortar or the adhesive is solidified, and during that time, there is a problem that the work of the next step cannot be performed, leading to a delay in the work period. In addition, in the conventional method, when using a mortar mass, before adjusting the mortar mass to a large scale, or in the case of a point support leg, adjusting the height to a predetermined height before attaching a floor plate etc. to the point support leg. And the adjustment work becomes complicated. Further, in the conventional method, it is difficult to add a means having sound insulation performance between the concrete slab and the joist.

【0005】[0005]

【課題を解決するための手段】然るに、この発明は、下
面に弾性支持脚を設けたので、あるいは弾性支持脚付き
根太を使用して、乾式の床を構築したので,前記問題点
を構築した。
However, the present invention solves the above-mentioned problem by providing an elastic support leg on the lower surface or using a joist with the elastic support leg to construct a dry floor. .

【0006】即ちこの発明は、所定長さの根太基体の下
面に所定間隔毎に昇降自在の弾性支持脚を取り付ける
共に、前記根太基体の下部に、上昇した弾性支持脚の少
なくとも上部を収容できる収容部を形成したことを特徴
とする弾性支持脚付き根太である。また、体の下面に、
所定間隔毎に上下方向の螺孔を設け、該螺孔に、弾性支
持台の上部に螺杆を螺合してなる弾性支持脚の該螺杆の
上部を螺合し、前記根太基体の下部に前記弾性支持台
の少なくとも上部を収容できる収容部を形成したことを
特徴とする弾性支持脚付き根太である。前記における根
太基体に、螺杆の逃げ孔を穿設すると共に、前記根太基
体の収容部の下面を螺孔を形成した補強金具で内張し
た弾性支持脚付き根太である。
That is, according to the present invention, the elastic supporting legs which can be moved up and down at predetermined intervals are attached to the lower surface of the joist base having a predetermined length.
In both cases, a small elastic supporting leg is provided below the joist base.
A joist with elastic supporting legs, wherein a storage portion capable of housing at least an upper portion is formed . Also, on the underside of the body,
Vertical screw holes are provided at predetermined intervals, and the screw holes are screwed with the upper portions of the screw bars of the elastic support legs formed by screwing the screw bars on the upper portions of the elastic support bases . A joist with elastic support legs, wherein a storage portion capable of housing at least an upper portion of the elastic support base is formed. The above joist base is a joist with elastic support legs, in which a threaded escape hole is formed in the joist base and the lower surface of the accommodation portion of the joist base is lined with a reinforcing metal fitting having a screw hole.

【0007】また、方法に係る発明は、所定のスラブ上
に、昇降自在の弾性支持脚を有する根太を並列載置し、
該弾性支持脚を回動して弾性支持脚を昇降させ、前記根
太の下部に形成した収容部に、前記弾性支持脚の少なく
とも上部を収容して、前記各根太の上面の高さを微調整
した後に、前記根太上に床板を並列敷設することを特徴
とした乾式床の構築方法である。
[0007] Further, according to the invention according to the method, a joist having elastic support legs that can move up and down is placed in parallel on a predetermined slab.
The elastic support leg pivots to lift the resilient support legs, the roots
The elastic support legs have less
A method of constructing a dry floor characterized in that the upper part is housed, and the height of the upper surface of each joist is finely adjusted, and then floor boards are laid in parallel on the joist.

【0008】更に、コンクリートスラブ上に、昇降自在
の弾性支持脚付き根太を並列して配置し、該並列した根
太上に、パーティクルボードを基材とし複合床板を並列
固定してなる床構造であって、前記根太の下部に、上昇
した弾性支持脚の少なくとも上部を収容できる収容部を
形成してあることを特徴とする乾式床の構造である。
Further, a floor structure in which joists with elastic supporting legs which can be moved up and down are arranged in parallel on a concrete slab, and composite floorboards based on particle boards are fixed in parallel on the juxtaposed joists. Then, at the bottom of the joist, rise
The accommodation part which can accommodate at least the upper part of the elastic support leg
It is a dry floor structure characterized by being formed .

【0009】前記における根太用薄板を横方向に積層す
る構造とは、根太を横方向に載置した状態で木口に沿っ
た縦断面において、根太と同一高さの根太用薄板が横方
向に積層されて、所定幅の根太を構成している構造であ
る。
The above-mentioned structure in which the joist thin plates are stacked in the horizontal direction means that the joist thin plates having the same height as the joists are stacked in the vertical section along the kiguchi in a state where the joists are placed in the horizontal direction. This is a structure that forms a joist having a predetermined width.

【0010】[0010]

【作用】根太に昇降自在の弾性支持脚を取り付けたの
で、根太の設置と根太の不陸調整を同時に行うことがで
きる。弾性支持脚を螺杆と弾性支持台から構成し、螺杆
を根太基体の螺孔に螺合した場合には螺杆の回動により
根太の高さを容易に調節できる。また、根太基体に、螺
杆の逃げ孔を穿設した場合には、根太上面から螺杆の回
動を操作できる。
[Function] Since the elastic supporting legs which can be moved up and down are attached to the joists, the installation of the joists and the unevenness adjustment of the joists can be performed simultaneously. When the elastic support leg is composed of a screw and an elastic support base, and the screw is screwed into the screw hole of the joist base, the height of the joist can be easily adjusted by turning the screw. In addition, when the escape hole of the screw rod is formed in the joist base, the rotation of the screw rod can be operated from the upper surface of the joist.

【0011】また、根太基体の下部に収容部を形成した
場合には、収容部に弾性支持台を収容でき、根太の高さ
を低く設定できる。根太基体の収容部の下面を螺孔を
形成した補強金具で内張した場合には収容部を設けた
場合でも、根太の強度を損なうことがない。
Further, when the storage portion is formed below the joist base, the elastic support base can be stored in the storage portion, and the height of the joist can be set low. The lower surface of the housing portion of the joist body, when lined with a reinforcing metal fitting to form a screw hole, even if provided with a housing part, without impairment of strength of the joist.

【0012】[0012]

【実施例1】図面に基づきこの発明の根太を使用する実
施例を説明する。
Embodiment 1 An embodiment using a joist of the present invention will be described with reference to the drawings.

【0013】形成予定の根太に応じて形成された根太基
体1の下面3に所定間隔毎に(支持脚設置毎に)、上下
に貫通する貫通孔(逃げ孔)5、5を穿設する。前記根
太基体1は、幅2〜3mm程度の多数の根太用の薄板1
a、1aを横方向に接着積層して(図5(c))、所定
幅(例えば、後述するように38mm)に形成されてい
る。
Through holes (escape holes) 5 and 5 penetrating vertically are formed at predetermined intervals (every time a support leg is installed) on the lower surface 3 of the joist base 1 formed according to the joist to be formed. The joist substrate 1 is composed of a large number of thin joists 1 having a width of about 2 to 3 mm.
a and 1a are bonded and laminated in the horizontal direction (FIG. 5C) to form a predetermined width (for example, 38 mm as described later).

【0014】前記根太基体1の下部で、前記貫通孔5の
周囲を切り欠いて、後述する弾性支持台の上部を収容で
きる収容部7を形成する。
At the lower part of the joist base 1, the periphery of the through hole 5 is cut out to form an accommodating portion 7 capable of accommodating an upper portion of an elastic support table to be described later.

【0015】前記収容部の上壁8に当接する上板11
の両端に、前記収容部7の側壁9に当接する側板12を
連設し、該側板12に根太基体1の下面3に当接する鍔
13を連設して、前記上板11に前記貫通孔5に対応し
た透孔14を穿設し、前記上板11の下面に前記透孔1
4に連通するナット(螺孔)15を固着して補強金具1
0を構成する。前記根太基体1の収容部7に、前記補強
金具10を内張する。前記補強金具10のナット15
に、上部17が正捩子、下部18が逆捩子になっている
螺杆16の上部17を螺合する。前記螺杆16の上面に
はドライバーを嵌挿できる溝19が形成されている。ま
た、前記螺杆16の下部18に、弾性支持台20の上部
の螺孔21を螺合する。前記弾性支持台20は、部分円
錐状で、前記螺杆16を挿通できる貫通孔(逃げ孔)2
2が穿設してあり、また上部に前記螺杆16を螺合でき
る螺孔21を穿設した金属円板23が嵌挿固着してあ
る。また、前記弾性支持台20は、従来防振用に使用さ
れたものより硬度高めたゴム材よりなり、下面に同心
円状の溝24、24を形成してある(図5(a)
(b))。以上のようにして弾性支持脚付きの根太25
を構成する(図1(b)、図4(a)(b)(c))。
An upper plate 11 which contacts the upper wall 8 of the housing 7
A side plate 12 that contacts the side wall 9 of the housing portion 7 is continuously provided at both ends of the housing portion 7, and a flange 13 that contacts the lower surface 3 of the joist base 1 is connected to the side plate 12, and the through hole is formed in the upper plate 11. 5, a through-hole 14 corresponding to the through-hole 1 is formed in the lower surface of the upper plate 11.
A nut (screw hole) 15 communicating with the fixing member 4 is fixed to the reinforcing metal fitting 1.
0. The reinforcing bracket 10 is lined with the accommodating portion 7 of the joist base 1. Nut 15 of the reinforcing bracket 10
Then, the upper part 17 of the screw rod 16 in which the upper part 17 is a forward screw and the lower part 18 is a reverse screw is screwed. A groove 19 into which a driver can be inserted is formed on the upper surface of the screw rod 16. A screw hole 21 on the upper part of the elastic support 20 is screwed into the lower part 18 of the screw rod 16. The elastic support base 20 has a partially conical shape and has a through hole (escape hole) 2 through which the screw rod 16 can be inserted.
2, a metal disk 23 having a screw hole 21 through which the screw rod 16 can be screwed is fitted and fixed. The elastic support base 20 is made of a rubber material having a higher hardness than that conventionally used for vibration isolation, and has concentric grooves 24 formed on the lower surface (FIG. 5A).
(B)). As described above, joist 25 with elastic support legs
(FIGS. 1B, 4A, 4B, and 4C).

【0016】前記において、螺杆16及び弾性支持台2
0から弾性支持脚26を構成する。弾性支持脚26は、
所定の間隔を空けて、根太の耐力、弾性支持脚の耐力な
どに応じて複数か所に設ける。例えば、断面38mm×5
6mmの根太基体1の場合で、長さ270cmとした場合に
は、中間部に125cmの間隔をあけて2個、及び両端部
に2個の計4個を設置する(図4(a)(b)
(c))。また、長さ360cmの場合にも中間部に12
5cmの間隔をあけて2個、及び両端部に2個の計4個を
設置する(図4(d)(e)(b))。
In the above, the screw 16 and the elastic support 2
The elastic support leg 26 is formed from zero. The elastic support legs 26
It is provided at a plurality of locations at predetermined intervals according to the strength of the joists and the strength of the elastic support legs. For example, a cross section of 38 mm x 5
When the length of the joist base 1 is 6 mm and the length is 270 cm, two pieces are provided at intervals of 125 cm in the middle and two pieces are provided at both ends (FIG. 4A). b)
(C)). Also, when the length is 360 cm, 12
Two pieces are placed at an interval of 5 cm and two pieces are provided at both ends (FIGS. 4D, 4E, and 4B).

【0017】前記実施例において、根太基体1は、薄板
を積層して構成したが、所定の強度を発揮できれば、他
の構造とすることもできる。
In the above embodiment, the joist substrate 1 is formed by laminating thin plates. However, other structures can be used as long as they can exhibit a predetermined strength.

【0018】また、前記実施例において、補強金具20
にナット15を固定して螺孔を構成したが、補強金具2
0の透孔14に螺糸を形成して螺孔を構成することもで
きる。また、貫通孔5内に長ナットを嵌挿して螺孔とす
ることもできる(いずれも図示していない)。
Further, in the above embodiment, the reinforcing bracket 20
The nut 15 is fixed to the screw hole,
A thread may be formed by forming a thread in the zero through hole 14. Further, a long nut may be inserted into the through hole 5 to form a screw hole (both are not shown).

【0019】また、前記実施例において、螺杆16は上
下に正逆捩子を形成することが望ましいが、同一捩子で
形成することもできる。また、螺杆16の上面に、溝2
4を形成したが、+状の溝、四角又は六角の溝とするこ
ともでき、要はドライバー、レンチなどで回動できる形
状であればよい(図示していない)。
In the above-described embodiment, it is desirable that the screw rod 16 is formed with a forward and reverse screw vertically, but it is also possible to form the screw with the same screw. Also, the groove 2 is provided on the upper surface of the screw rod 16.
Although the groove 4 is formed, the groove may be a + -shaped groove, a square or a hexagonal groove, and any shape may be used as long as it can be rotated by a driver, a wrench, or the like (not shown).

【0020】また、前記実施例において、補強金具20
は、他に螺孔を形成でき、かつ必要な弾性支持脚26の
支持ができれば、省略することもできる(図示していな
い)。
Further, in the above embodiment, the reinforcing bracket 20
Can be omitted (not shown) if another screw hole can be formed and the necessary elastic support legs 26 can be supported.

【0021】また、前記実施例において、根太基体1
に、弾性支持台20の上部を収容する収容部7を形成し
たが、強度が許せば、弾性支持台20全体を収容できる
形状とすることもできる。また収容部7は根太25の高
さをできるだけ低い位置に設置できるように形成した
In the above embodiment, the joist substrate 1
Although the accommodation part 7 for accommodating the upper part of the elastic support base 20 is formed in the above, if the strength is allowed, the accommodation part 7 may be formed in a shape capable of accommodating the entire elastic support base 20. The accommodation section 7 was formed so that the height of the joist 25 could be set as low as possible .

【0022】また、前記実施例において、弾性支持台2
0の形状は部分円錐状としたが、部分角錐状、立方体な
ど他の形状とすることもできる(図示していない)。
In the above embodiment, the elastic support 2
Although the shape of 0 is a partial conical shape, it may be another shape such as a partial pyramid shape or a cube (not shown).

【0023】また、前記実施例において、螺杆16は根
太25の上面の貫通孔5から操作して回動する構造とし
たので、微調整が容易にできるが、他のギアなどを組み
合わせて、他の位置で螺杆16を操作できる構造とする
こともできる(図示していない)。
Further, in the above embodiment, the screw rod 16 is structured to rotate by operating from the through hole 5 on the upper surface of the joist 25, so that fine adjustment can be easily performed. (Not shown).

【0024】[0024]

【実施例2】図面に基づきこの発明の実施の乾式床の構
造及び床の構築方法について説明する。
Embodiment 2 A dry floor structure and a floor construction method according to an embodiment of the present invention will be described with reference to the drawings.

【0025】まず、実施例に使用する床板32の構成に
ついて説明する。パーティクルボードを基材28とし
て、該基材28の上面に天然木化粧合板からなる表面板
29を、下面にラワン合板からなる下板30を夫々積層
してなり、該下板30の下面で、一側の接合縁33に沿
って裏板31を固着して、床板32を構成する(図
3)。前記裏板31は接合縁33から所定長さ突出して
形成されている。また、基材28の一側の接合縁33は
凸条35が形成され、他側の接合縁34には前記凸条3
5と嵌合する凹条36が形成されている
First, the structure of the floor plate 32 used in the embodiment will be described. A particle board is used as the base material 28, a surface plate 29 made of natural wood decorative plywood is laminated on the upper surface of the base material 28, and a lower plate 30 made of Lauan plywood is laminated on the lower surface, and the lower surface of the lower plate 30 is The back plate 31 is fixed along the joining edge 33 on one side to form the floor plate 32 (FIG. 3). The back plate 31 is formed to protrude from the joint edge 33 by a predetermined length. Also, a ridge 35 is formed on the joining edge 33 on one side of the base material 28, and the ridge 3 is formed on the joining edge 34 on the other side.
5 is formed .

【0026】次に、床の構造及び床の構築方法について
説明する。スラブ38に近接した所定のコンクリート壁
面39に、スラブ38上から根太の上面の高さに対応さ
せて、きわ根太40を固定する。次に、コンクリートス
ラブ38上面に、根太設置位置に沿って、弾性支持台2
0の下面位置に対応して、接着剤41を塗布する(図1
(a))。
Next, the floor structure and the floor construction method will be described. A concrete joist 40 is fixed to a predetermined concrete wall surface 39 close to the slab 38 so as to correspond to the height of the upper surface of the joist from above the slab 38. Next, on the upper surface of the concrete slab 38, along the joist setting position,
The adhesive 41 is applied corresponding to the lower surface position of FIG.
(A)).

【0027】前記コンクリートスラブ38上に、予め所
定高さ対応して弾性支持脚26の長さを調節した実施例
1の根太25、25を並列して載置する。この際、根太
25の端部4を前記きわ根太40上に載置し(図6
(a))、前記弾性支持台20の下面を前記接着剤41
に固着する。続いて、スラブ28に不陸があり、根太2
5が所定の高さでない場合には、根太25の各貫通孔
5、5の上方からドライバーを挿入し、螺杆16を回動
して根太25を所定高さに微調整する。次に、根太25
の端部4をきわ根太40に固定する(図1(b))。
On the concrete slab 38, the joists 25, 25 of the first embodiment whose lengths of the elastic support legs 26 are adjusted in advance corresponding to a predetermined height are placed in parallel. At this time, the end part 4 of the joist 25 is placed on the above-mentioned joist 40 (FIG. 6).
(A)) The lower surface of the elastic support table 20 is adhered to the adhesive 41.
Stick to Next, there is unevenness in slab 28,
If the height 5 is not the predetermined height, a driver is inserted from above each of the through holes 5 of the joist 25, and the screw 16 is rotated to finely adjust the joist 25 to the predetermined height. Next, joist 25
Is fixed to the joist 40 (FIG. 1B).

【0028】次に、前記並列した根太25、25上に、
床板32を隣接する接合縁33、34を重ねながら敷設
し、床板32、32を根太25、25に固定する。以上
のようにして、床42を構築する(図1(c)、図
2)。
Next, on the parallel joists 25, 25,
The floorboard 32 is laid with the joining edges 33 and 34 adjacent to each other, and the floorboards 32 and 32 are fixed to the joists 25 and 25. The floor 42 is constructed as described above (FIGS. 1C and 2).

【0029】前記構造の床42は、根太25を横方向に
積層して形成したので、従来の根太に較べて剛性を強化
でき、支持点(支持脚)間の距離を、従来の床板(例え
ば45×180cm)の場合の45cm程度に対して、前記
のように125cm程度とすることができる。従って、ス
ラブと接する支持脚の数を大幅に削減できるので、スラ
ブを挟んだ上下階での遮音効果を向上できる。また、硬
度の高い弾性支持台20を使用し、更にパーティクルボ
ードを基材28とした床板32を使用したので、更に遮
音効果を高めることができる。
Since the floor 42 having the above structure is formed by laminating the joists 25 in the lateral direction, the rigidity can be enhanced as compared with the conventional joists, and the distance between the supporting points (supporting legs) can be reduced by the conventional floor plate (for example, As compared with about 45 cm in the case of (45 × 180 cm), it can be set to about 125 cm as described above. Therefore, since the number of supporting legs in contact with the slab can be significantly reduced, the sound insulation effect on the upper and lower floors sandwiching the slab can be improved. Further, since the elastic support base 20 having high hardness is used, and the floor plate 32 using the particle board as the base material 28 is used, the sound insulation effect can be further enhanced.

【0030】前記において、根太25の下方に配管、配
線スペースを広く取ることができ、配管、配線をする場
合には、根太25を設置する前あるいは設置後に行うこ
とができる(図示していない)。
In the above, a large space for piping and wiring can be taken below the joist 25, and piping and wiring can be performed before or after installing the joist 25 (not shown). .

【0031】また、前記において、きわ根太40上に根
太を取り付けたが、床を低く張る場合には、きわ根太4
0の側面に根太25の端面4aを付け合わせし、きわ根
太40の上面40aと根太25の上面2とを面一に構築
する(図6(b))。
In the above description, the joist is mounted on the joist 40. However, when the floor is set low, the joist 4 is used.
The end surface 4a of the joist 25 is attached to the side surface of No. 0, and the upper surface 40a of the jowker 40 and the upper surface 2 of the joist 25 are constructed flush (FIG. 6B).

【0032】前記実施例において、床板32は前記パー
ティクルボードを基材28にした構造とし、かつ弾性支
持脚26つきの根太25との組み合わせたので、遮音性
能を向上できる効果があるが、他の従来の床板とするこ
ともできる(図示していない)。
In the above embodiment, the floor plate 32 has a structure in which the particle board is used as the base material 28 and is combined with the joist 25 having the elastic support legs 26, so that the sound insulation performance can be improved. (Not shown).

【0033】また、前記実施例において、弾性支持台2
0をスラブに接着することが望ましいが、他の方法で固
定し、更に固定しないこともできる。
In the above embodiment, the elastic support 2
Although it is desirable to bond the O to the slab, it may be fixed in other ways and not fixed.

【0034】[0034]

【発明の効果】弾性支持脚付きの根太を使用して床を構
築したので、不陸調節が確実かつ効率良くできる効果が
ある。また、根太の構築に際して、不陸調節作業と根太
の設置が同時にできるので、工期の短縮をはかることが
できる効果がある。また、根太の下部に設けた収容部に
上昇した位置の弾性支持脚を収容できるので、根太の高
さをできるだけ低い位置に設定できる効果がある。
According to the present invention, since the floor is constructed by using the joists having the elastic supporting legs, there is an effect that the unevenness can be adjusted reliably and efficiently. In addition, when constructing the joists, the non-land adjustment work and the installation of the joists can be performed at the same time, so that there is an effect that the construction period can be shortened. Also, in the storage section provided under the joist
It can accommodate the elastic support legs in the raised position,
The effect is that the height can be set as low as possible.

【0035】更に、横方向に積層した根太基材を使用す
ると共に弾性支持脚付きの根太と、パーティクルボード
を基材とした床板とを使用した場合には、遮音性能を向
上できる効果がある。
Further, when a joist base material laminated in the lateral direction is used, and a joist with elastic support legs and a floorboard made of a particle board are used, there is an effect that the sound insulation performance can be improved.

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

【図1】(a)乃至(c)この発明の構築方法を説明す
る縦断面図である。
FIGS. 1A to 1C are longitudinal sectional views illustrating a construction method according to the present invention.

【図2】この発明の床構造の一部を破切した斜視図であ
る。
FIG. 2 is a perspective view in which a part of the floor structure of the present invention is cut off.

【図3】この発明の実施に使用する床下地板の縦断面図
である。
FIG. 3 is a longitudinal sectional view of a floor substrate used in the embodiment of the present invention.

【図4】(a)はこの発明の根太の正面図、(b)は側
面図、(c)は平面図、(d)は同じく他の根太の正面
図、(e)は平面図ある。
4A is a front view of a joist of the present invention, FIG. 4B is a side view, FIG. 4C is a plan view, FIG. 4D is a front view of another joist, and FIG.

【図5】(a)は根太の弾性脚の一部拡大縦断面図で、
(b)は(a)のA−A線における断面図で、(c)は
(a)のB−B線における断面図であり、(c)は薄板
による積層構造を示してある。
FIG. 5A is a partially enlarged longitudinal sectional view of an elastic leg of a joist;
(B) is a cross-sectional view taken along the line AA of (a), (c) is a cross-sectional view taken along the line BB of (a), and (c) shows a laminated structure using thin plates.

【図6】(a)(b)はこの発明の根太の端部の取付け
構造を表す拡大縦断面図である
6 (a) and 6 (b) are enlarged longitudinal sectional views showing a mounting structure of an end portion of a joist according to the present invention .

【符号の説明】[Explanation of symbols]

1 根太基体 2 上面(根太基体) 3 下面(根太基体) 5 貫通孔 7 収容部 10 補強金具 15 ナット 16 螺杆 17 上部(螺杆) 18 下部(螺杆) 20 弾性支持台 21 螺孔(弾性支持台) 25 根太 26 支持脚 28 基材 32 床板 38 スラブ 42 床 REFERENCE SIGNS LIST 1 joist base 2 upper surface (joist base) 3 lower surface (joist base) 5 through-hole 7 accommodation part 10 reinforcing bracket 15 nut 16 screw 17 upper part (screw) 18 lower (screw) 20 elastic support 21 screw (elastic support) 25 joist 26 support leg 28 base material 32 floor plate 38 slab 42 floor

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 所定長さの根太基体の下面に所定間隔毎
に昇降自在の弾性支持脚を取り付けると共に、前記根太
基体の下部に、上昇した弾性支持脚の少なくとも上部を
収容できる収容部を形成したことを特徴とする弾性支持
脚付き根太。
An elastic support leg which can be moved up and down at predetermined intervals is attached to a lower surface of a joist base having a predetermined length.
At least the upper part of the raised elastic support legs is
A joist with elastic supporting legs, characterized by forming a housing portion capable of housing .
【請求項2】 多数の根太用薄板を横方向に積層してな
る根太基体の下面に、所定間隔毎に上下方向の螺孔を設
け、該螺孔に、弾性支持台の上部に螺杆を螺合してなる
弾性支持脚の該螺杆の上部を螺合し、前記根太基体の下
部に前記弾性支持台の少なくとも上部を収容できる収
容部を形成したことを特徴とする弾性支持脚付き根太。
2. A vertical threaded hole is provided at predetermined intervals on a lower surface of a joist base body formed by laminating a large number of joist thin plates in a lateral direction, and a screw rod is screwed into the screw hole above the elastic support base. combined screwed the upper該螺rod of resilient supporting leg comprising, at the bottom of the joists base, elastically supporting leg with the floor joists, characterized in that the formation of the accommodating portion that can accommodate at least an upper portion of the elastic supporters.
【請求項3】 根太基体に、螺杆の逃げ孔を穿設すると
共に、前記根太基体の収容部の下面を螺孔を形成した
補強金具で内張した請求項1又は2記載の弾性支持脚付
き根太。
To 3. A joists substrate, as well as bored relief hole of threaded rod, the joists of the lower surface of the housing portion of the base, the elastic support legs of claim 1 or 2, wherein the lined metal fitting forming the screw hole Attached joist.
【請求項4】 所定のスラブ上に、前記弾性支持脚を有
する根太を並列載置し、該弾性支持脚を回動して弾性支
持脚を昇降させ、前記根太の下部に形成した収容部に、
前記弾性支持脚の少なくとも上部を収容して、前記各根
太の上面の高さを微調整した後に、前記根太上に床板を
並列敷設することを特徴とした乾式床の構築方法。
4. A on a given slab, the joists with the elastic supporting legs parallel placed, by rotating the elastic support legs to lift the resilient support legs, the housing portion formed in the bottom of the joists ,
A method of constructing a dry floor , wherein at least an upper portion of the elastic supporting leg is accommodated, and a height of an upper surface of each of the joists is finely adjusted, and then floor boards are laid in parallel on the joists.
【請求項5】 コンクリートスラブ上に、昇降自在の弾
性支持脚付き根太を並列して配置し、該並列した根太上
に、パーティクルボードを基材とし複合床板を並列固定
してなる床構造であって、前記根太の下部に、上昇した
弾性支持脚の少なくとも上部を収容できる収容部を形成
してあることを特徴とする乾式床の構造。
5. A floor structure in which joists with elastic supporting legs which can be freely moved up and down are arranged side by side on a concrete slab, and composite floor boards are fixed in parallel with particle board as a base material on the juxtaposed joists. And rose to the bottom of the joist
Forming a storage part that can store at least the upper part of the elastic support leg
Dry floor structure characterized by being done.
JP07142167A 1995-06-08 1995-06-08 Dry floor structure, dry floor construction method, and joist with elastic supporting legs Expired - Fee Related JP3127388B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07142167A JP3127388B2 (en) 1995-06-08 1995-06-08 Dry floor structure, dry floor construction method, and joist with elastic supporting legs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07142167A JP3127388B2 (en) 1995-06-08 1995-06-08 Dry floor structure, dry floor construction method, and joist with elastic supporting legs

Publications (2)

Publication Number Publication Date
JPH08333871A JPH08333871A (en) 1996-12-17
JP3127388B2 true JP3127388B2 (en) 2001-01-22

Family

ID=15308920

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07142167A Expired - Fee Related JP3127388B2 (en) 1995-06-08 1995-06-08 Dry floor structure, dry floor construction method, and joist with elastic supporting legs

Country Status (1)

Country Link
JP (1) JP3127388B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0572097U (en) * 1992-02-28 1993-09-28 株式会社ケンウッド LCD electrostatic damage prevention device for vehicle audio equipment
US6480245B1 (en) 1999-03-26 2002-11-12 Advanced Display Inc. LCD in which lamp reflector is grounded to panel housing via screw, pinch fastening, or snap pressing means

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5043461B2 (en) * 2007-02-08 2012-10-10 三洋工業株式会社 Floor structure
JP2014211055A (en) * 2013-04-19 2014-11-13 淡路技建株式会社 Joist unit for low floor, and double floor structure
JP6562578B1 (en) * 2018-03-05 2019-08-21 大建工業株式会社 Bonded wood composite for double floor and double floor structure using the composite

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0572097U (en) * 1992-02-28 1993-09-28 株式会社ケンウッド LCD electrostatic damage prevention device for vehicle audio equipment
US6480245B1 (en) 1999-03-26 2002-11-12 Advanced Display Inc. LCD in which lamp reflector is grounded to panel housing via screw, pinch fastening, or snap pressing means

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