JP2000136593A - Floor structural body - Google Patents
Floor structural bodyInfo
- Publication number
- JP2000136593A JP2000136593A JP10309770A JP30977098A JP2000136593A JP 2000136593 A JP2000136593 A JP 2000136593A JP 10309770 A JP10309770 A JP 10309770A JP 30977098 A JP30977098 A JP 30977098A JP 2000136593 A JP2000136593 A JP 2000136593A
- Authority
- JP
- Japan
- Prior art keywords
- wooden
- alc panel
- composite
- floor
- thickness
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、鉄骨造や木造建築
物の床用構造体に関し、詳細には複合軽量気泡コンクリ
ート(以下ALCという)パネルと木製角材をから構成
された床用構造体の構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure for a steel or wooden building, and more particularly to a floor structure comprising a composite lightweight cellular concrete (hereinafter referred to as ALC) panel and a wooden square. It is about structure.
【0002】[0002]
【従来の技術】従来の鉄骨建築物の床用鉄骨梁に、AL
Cパネルを取り付ける場合には、一般に図5に示すよう
に床用鉄骨梁2の上面に板状の取付け金具3の基部を溶
接し、該金具3を挟持した状態で相対するALCパネル
1の長手方向の両端部を鉄骨梁2に懸架して敷設する。
このALCパネル1は通常幅600mm、厚さ100〜
150mm、長さ1800〜2400mm程度の寸法を
有し、このALCパネル1の長辺小口面の全長に亘って
溝1aが設けられている。2. Description of the Related Art Conventional steel beams for floors of steel buildings
When the C panel is mounted, generally, as shown in FIG. 5, the base of the plate-shaped mounting bracket 3 is welded to the upper surface of the steel beam 2 for the floor, and the longitudinal direction of the ALC panel 1 opposed to the ALC panel 1 in a state where the bracket 3 is sandwiched. Both ends in the direction are suspended and laid on the steel beam 2.
This ALC panel 1 usually has a width of 600 mm and a thickness of 100 to 100 mm.
The ALC panel 1 has a dimension of about 150 mm and a length of about 1800 to 2400 mm, and a groove 1 a is provided over the entire length of the long side face of the ALC panel 1.
【0003】そして前記取付け金具3の上端部3a近辺
を貫通する鉄筋4を前記溝1aに配置して、該溝1aと
短辺小口面の目地部にモルタル5を充填する。その後A
LCパネル1の表面に数mm程度の厚さでレベリング材
(図示せず)を塗布したり、あるいはパーティクルボー
ドを敷設するなどして床面を平滑に仕上げている。しか
しこのような床構造は湿式工法で施工されるため、手数
が掛かるばかりでなく材料が乾燥するまで床上で他の作
業をすることができないため工期が長くなるという問題
があった。[0003] A reinforcing bar 4 penetrating the vicinity of the upper end 3a of the mounting bracket 3 is arranged in the groove 1a, and the mortar 5 is filled in the joint between the groove 1a and the short side small face. Then A
The floor surface is smoothed by applying a leveling material (not shown) with a thickness of about several mm on the surface of the LC panel 1 or laying a particle board. However, since such a floor structure is constructed by a wet construction method, not only is it troublesome, but also it is not possible to perform other work on the floor until the material is dried, so that the construction period becomes long.
【0004】また木造建築物の床構造としては、図6に
示すように木製梁6上に直交して約303mm間隔で平
行に取着された木製根太7の上に、通常910×182
0mm、厚さ9〜12mmの下地合板8を釘止めする。
その後この上に厚さ35〜50mmの薄いALCパネル
11を並列して敷設し、その上に合板9を重ねて敷設す
る。そして前記合板9の表面から前記ALCパネル11
と下地合板8を貫通するビス19で根太7に固着し、表
面にフローリング材や絨毯(図示せず)などを敷設して
床面を仕上げる方法がある。As shown in FIG. 6, the floor structure of a wooden building is usually 910 × 182 on a wooden joist 7 which is mounted on a wooden beam 6 at right angles and in parallel at intervals of about 303 mm.
A base plywood 8 having a thickness of 0 mm and a thickness of 9 to 12 mm is nailed.
Thereafter, thin ALC panels 11 having a thickness of 35 to 50 mm are laid in parallel on this, and a plywood 9 is laid thereon. Then, from the surface of the plywood 9, the ALC panel 11
And a screw 19 which penetrates the base plywood 8 and is fixed to the joist 7, and a flooring material or a carpet (not shown) is laid on the surface to finish the floor surface.
【0005】しかしこの方法では施工に手数が掛かる上
に、薄いALCパネル11がハンドリングや施工の際に
損傷し易いという問題があった。また他の方法として
は、例えば特開平8−151770号公報記載のよう
に、薄いALCパネルの表面側に木質パネルを貼着する
とともに、裏面側に耐食性シートを貼着してなる複合A
LCパネルを、木造の根太や梁に直接ビス止めする方法
もある。この方法による場合は作業性がよく床の厚さを
薄くできるものの、鉄骨梁には対応することはできな
い。[0005] However, this method has a problem that it takes a lot of time and labor to construct and that the thin ALC panel 11 is easily damaged during handling and construction. As another method, as described in Japanese Patent Application Laid-Open No. 8-151770, for example, a composite A is prepared by attaching a wood panel to the front side of a thin ALC panel and attaching a corrosion-resistant sheet to the back side.
There is also a method of directly screwing the LC panel to a wooden joist or beam. According to this method, the workability is good and the floor thickness can be reduced, but it cannot be used for steel beams.
【0006】また他の床用複合パネルとしては、特開平
8−53891号公報記載のように、ALCパネルの外
形が幅900mm、長さ3600mm程度になるように
複数の木製根太を並列させたり枠状のフレーム上に木製
合板を取着し、この木製合板の上に複数の薄いALCパ
ネルを並列して敷設しビス止めしたり、さらにALCパ
ネル表面にも合板や仕上げ材、防音材などを取着した床
用複合ALCパネルも提案されている。この複合ALC
パネルは大型なので、建築物の構造によっては施工工数
が節減できるが、形状が大きく、また重量が重いのでハ
ンドリング性が悪く現場での加工が困難であるという問
題があった。As another floor composite panel, as described in Japanese Patent Application Laid-Open No. 8-53891, a plurality of wooden joists are arranged in parallel or a frame so that the outer shape of an ALC panel is about 900 mm in width and 3600 mm in length. A wooden plywood is mounted on a wooden frame, and a plurality of thin ALC panels are laid in parallel on this wooden plywood and fixed with screws. Furthermore, plywood, finishing materials, soundproofing materials, etc. are also installed on the ALC panel surface. Composite ALC panels for worn floors have also been proposed. This composite ALC
Since the panels are large, the number of construction steps can be reduced depending on the structure of the building. However, since the panels are large and heavy, handling properties are poor and processing on site is difficult.
【0007】[0007]
【発明が解決しようとする課題】本発明は、従来の床用
複合ALCパネルの問題点を解決し、厚さは薄いが強度
と耐火性、施工性に優れ、鉄骨造や木造建築物の梁や根
太に容易に取付けることができる床用構造体の構造を提
供することを目的とするものである。SUMMARY OF THE INVENTION The present invention solves the problems of the conventional composite ALC panel for flooring, and is thin, but excellent in strength, fire resistance and workability, and can be used for beams of steel and wooden buildings. It is an object of the present invention to provide a structure of a floor structure that can be easily attached to a floor or a joist.
【0008】[0008]
【課題を解決するための手段】上記目的を達成するため
本発明に係る床用構造体は、全幅が600〜300mm
で、厚さ35〜50mmのALCパネルと該ALCパネ
ルの少なくとも一表面全面に貼着された木質ボードとか
らなる複合ALCパネルと、前記木質ボードに前記複合
ALCパネルの長手方向のほぼ全長に亘って平行に固着
された少なくとも一対の木製角材とから構成されたこと
を特徴とするものであり、さらに前記木製角材の少なく
とも一方の端部で前記木質ボードに対向する面に形成さ
れた凹部には締着具が固着されていることを特徴とする
ものである。In order to achieve the above object, a floor structure according to the present invention has a total width of 600 to 300 mm.
A composite ALC panel comprising an ALC panel having a thickness of 35 to 50 mm and a wooden board adhered to at least one entire surface of the ALC panel, and the wooden board extends over substantially the entire length of the composite ALC panel in the longitudinal direction. And at least one pair of wooden timbers fixed in parallel to each other, and at least one end of the wooden timber has a concave portion formed on a surface facing the wooden board. The fastener is fixed.
【0009】[0009]
【発明の実施の形態】以下本発明を詳細に説明する。本
発明に係る床用構造体は、全幅が600〜300mm
で、厚さが35〜50mmの寸法を有するALCパネル
の両面全面あるいは一表面全面に木質ボードを接着剤で
圧着してなる複合ALCパネルの一表面側の木質ボード
に、少なくとも一対の木製角材を前記複合ALCパネル
の長手方向のほぼ全長に亘っで平行に固着してなるもの
で、木製角材を下側を向くように鉄骨造や木造建築物の
梁や根太に取付けるので、軽量でありながら高い剛性と
曲げ強度を有するものである。そして複合ALCパネル
の全幅が300mm、450mm、600mmで、長さ
が1800mm以上の数種類のモジュールがあれば、鉄
骨造や木造建築物の床用構造体として広く適用可能であ
り、かつハンドリング性もよい。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. The floor structure according to the present invention has a total width of 600 to 300 mm.
Then, at least one pair of wooden squares is attached to the wood board on one surface side of the composite ALC panel formed by pressing a wood board on the entire surface on both sides or the entire surface of the ALC panel having a thickness of 35 to 50 mm with an adhesive. The composite ALC panel is fixed in parallel over almost the entire length in the longitudinal direction, and is attached to a beam or a joist of a steel frame or a wooden building so that a wooden timber faces downward. It has rigidity and bending strength. If there are several types of modules having a total width of 300 mm, 450 mm, and 600 mm and a length of 1800 mm or more, the composite ALC panel can be widely applied as a floor structure of a steel frame or a wooden building, and has good handleability. .
【0010】また複合ALCパネルの全厚が木製角材の
厚さを含めて100〜120mmとすれば床の厚さが厚
くならないので室内の有効高さが高くでき、さらにこの
ALCパネルの表面側(床面側)にも全面に亘って厚さ
9〜12mmの木質ボードを貼着することにより、直接
フローリングなどの床材を取着することができる。また
裏面側(下面側)の木質ボードには少なくとも一対の木
製角材が固着されているので、曲げ強度が大きく床用梁
や根太の間隔を大きくでき、資材や工数が節減できる。
またALCパネルの長さに応じて木製角材の断面積を適
宜変えれば、必要な強度や撓みを確保することができ
る。さらに建築物の柱位置など躯体の構造に応じて前記
木製角材の位置を調整すれば、その強度を低下させずに
複合ALCパネルを容易に加工して床を施工することが
できる。If the total thickness of the composite ALC panel is set to 100 to 120 mm including the thickness of the wooden timber, the effective height of the room can be increased since the thickness of the floor does not increase, and the front side of the ALC panel ( By attaching a wooden board having a thickness of 9 to 12 mm to the entire surface (on the floor side), flooring such as flooring can be directly attached. Further, since at least a pair of wooden timbers are fixed to the back side (lower side) wood board, the bending strength is large, the interval between floor beams and joists can be increased, and materials and man-hours can be reduced.
Also, by appropriately changing the cross-sectional area of the wooden timber according to the length of the ALC panel, necessary strength and bending can be secured. Further, by adjusting the position of the wooden timber according to the structure of the skeleton, such as the position of the pillars in the building, the composite ALC panel can be easily processed and the floor can be constructed without reducing its strength.
【0011】そして鉄骨梁に固定された鉄板を段状に折
り曲げたイナズマプレートなどの取付け金具を直接前記
木製角材にビス止めしたり、あるいは前記木製角材の少
なくとも一方の端部で前記木質ボードに対向する面に凹
部を形成し該凹部に締着具としてのナットを固着してお
き、前記鉄骨梁に固定されたイナズマプレートなどの取
付け金具を貫通するボルトを前記ナットに螺着して床用
構造体を取着することができるので、鉄骨梁への取着も
容易である。また木製梁に取着する場合には床用構造体
の全厚を貫通して木製梁に固定されるビスにより固定す
ることができる。さらにこの床用構造体の裏面側に耐火
材などを貼着したり、またこの床用構造体の表面側に緩
衝材などを貼着すれば耐火性、防音性を向上することも
できる。[0011] Then, a mounting bracket such as an inazuma plate obtained by bending an iron plate fixed to the steel beam into a step shape is directly screwed to the wooden square member, or at least one end of the wooden square member faces the wooden board. A concave portion is formed in the surface to be fixed, a nut serving as a fastener is fixed to the concave portion, and a bolt penetrating a mounting bracket such as an inazuma plate fixed to the steel beam is screwed to the nut to form a floor structure. Since the body can be attached, attachment to the steel beam is easy. In the case of attaching to a wooden beam, it can be fixed by screws fixed to the wooden beam through the entire thickness of the floor structure. Further, if a fireproof material or the like is stuck on the back side of the floor structure, or a cushioning material or the like is stuck on the front surface side of the floor structure, fire resistance and soundproofing can be improved.
【0012】つぎに本発明を添付図面に基いて説明す
る。図1は本発明の床用構造体の一実施例の裏面斜視
図、図2は本発明の他の実施例を示す側面図、図3は図
1の床用構造体を鉄骨梁に取り付けた状況を示す一部切
り欠き縦断面図、図4は図2の床用構造体を木製梁に取
り付けた状況を示す一部切り欠き縦断面図である。まず
図1の複合ALCパネル10は幅600mm、長さ18
20mm、厚さ9mmの木質合板12の上面に、外形が
同じで厚さ37mmのALCパネル11を貼着し、さら
にその表面に前記合板12と同様な合板13を貼着し一
体化して構成したものである。Next, the present invention will be described with reference to the accompanying drawings. FIG. 1 is a rear perspective view of one embodiment of the floor structure of the present invention, FIG. 2 is a side view showing another embodiment of the present invention, and FIG. 3 is a diagram in which the floor structure of FIG. FIG. 4 is a partially cutaway longitudinal sectional view showing a situation where the floor structure of FIG. 2 is attached to a wooden beam. First, the composite ALC panel 10 of FIG.
An ALC panel 11 having the same outer shape and a thickness of 37 mm is attached to the upper surface of a wooden plywood 12 having a thickness of 20 mm and a thickness of 9 mm, and a plywood 13 similar to the plywood 12 is attached to the surface of the ALC panel 11 to form an integrated structure. Things.
【0013】また前記のようにして構成された複合AL
Cパネル10の前記合板12の裏面側には幅75mm、
厚さ60mm、長さ1820mmの2本の木製角材14
がその端面が複合ALCパネル10の長辺から70mm
内側に位置するよう平行に釘止めされている。さらに前
記木製角材14の両端部近辺で合板12に対向した部分
には凹部14aが形成され該凹部14aに締着具として
のナット15が埋設、固定されている。前記のような複
合ALCパネル10を製造するには、工場で前記合板1
2を平坦な定盤上に載置し、その表面に接着剤を塗布
し、ついでその上にALCパネル11を重ね、さらにそ
の表面に接着剤を塗布してから合板13を重ね合わせ
て、その上面から所定の圧力で一定時間押圧して3者の
当接面を完全に接着して一体化するのである。Further, the composite AL constructed as described above
75 mm in width on the back side of the plywood 12 of the C panel 10,
Two wooden timbers 14 having a thickness of 60 mm and a length of 1820 mm
Is 70 mm from the long side of the composite ALC panel 10
It is nailed in parallel so that it is located inside. Further, a concave portion 14a is formed in a portion facing the plywood 12 near both ends of the wooden square bar 14, and a nut 15 as a fastener is embedded and fixed in the concave portion 14a. To manufacture the composite ALC panel 10 as described above, the plywood 1 is manufactured at a factory.
2 is placed on a flat surface plate, an adhesive is applied to the surface thereof, then an ALC panel 11 is superimposed thereon, and an adhesive is further applied to the surface thereof, and then a plywood 13 is superimposed. By pressing the upper surface with a predetermined pressure for a certain time, the contact surfaces of the three members are completely bonded and integrated.
【0014】その後予め凹部14aを形成して該凹部に
ナット15を埋設、固定した木製角材14を前記複合A
LCパネル10の所望位置に釘止めすれば床用構造体が
完成する。一方図2に示す他の実施例に係る床用構造体
はALCパネル21とその両面に貼着された合板22、
23とからなる複合ALCパネル20の全幅が300m
mで、木製角材24の幅が50mmであり、凹部や該凹
部にナットが埋設されていない以外は図1に示される床
用構造体と同様である。なお図示してないが前記合板は
一表面側(すなわち取付け状態における下面側)だけで
もよく、その厚さや木製角材の寸法などは建築物の仕様
に応じ適宜選定すればよいし、また必要に応じこれら複
合ALCパネルの表面に防音シートやクッション材、フ
ローリング材、耐火材など取着しておいてもよい。Thereafter, a concave portion 14a is formed in advance, and a nut 15 is buried in the concave portion, and the fixed wooden bar 14 is attached to the composite A.
The floor structure is completed by nailing the LC panel 10 at a desired position. On the other hand, a floor structure according to another embodiment shown in FIG. 2 includes an ALC panel 21 and a plywood 22 attached to both surfaces thereof,
23 has a total width of 300 m.
m, the width of the wooden bar 24 is 50 mm, and the structure is the same as the floor structure shown in FIG. 1 except that the concave portion and the nut are not embedded in the concave portion. Although not shown, the plywood may be on only one surface side (that is, the lower surface side in the mounted state), and the thickness and dimensions of the wooden timber may be appropriately selected according to the specifications of the building, and may be as required. A soundproof sheet, cushioning material, flooring material, refractory material, or the like may be attached to the surface of the composite ALC panel.
【0015】前記床用構造体を建築物の鉄骨梁に取り付
けて床面を形成するには、先ずイナズマプレート16の
一方の面を貫通するボルト17で、木製角材14の凹部
14aに埋設、固定されたナット15に仮に螺着してお
く。そしてこの床用構造体の長手方向の両端部を図3に
示すように1820mm間隔で配設されている鉄骨梁2
に懸架して、イナズマプレート16で鉄骨梁2の上フラ
ンジ2aを挟持し、前記ボルト17を締着する(図3の
右側参照)。そして順次床用構造体を敷設したらその表
面に、必要に応じ防音シートやクッション材、フローリ
ング材、絨毯などを施工すればよい。In order to form the floor surface by attaching the floor structure to a steel beam of a building, first, a bolt 17 penetrating one side of a progression plate 16 is embedded and fixed in a concave portion 14a of a wooden square member 14. It is temporarily screwed to the nut 15 that has been set. Then, as shown in FIG. 3, the steel beams 2 are arranged at both ends in the longitudinal direction of the floor structure at intervals of 1820 mm.
, The upper flange 2a of the steel beam 2 is clamped by the progress plate 16, and the bolt 17 is tightened (see the right side of FIG. 3). Then, when the floor structures are sequentially laid, a soundproof sheet, a cushioning material, a flooring material, a carpet, and the like may be applied to the surface as needed.
【0016】なお図1および図3の右側に示す実施例で
は凹部14aにナット15を埋設、固定しボルト17で
螺着する例を示したが、凹部14aに締着具としてのボ
ルトの頭部を埋設、固定し、突出したボルトの先端部に
ナットを螺着するように構成することもでき、さらに前
記木製角材14にナットを埋設しない図2に示すような
複合ALCパネル20を有する床用構造体の場合は、図
3の左側に示す複合ALCパネル10aようにイナズマ
プレート16aの一方の面を、直接木製角材14にビス
19でビス止めしてもよい。In the embodiment shown on the right side of FIGS. 1 and 3, an example is shown in which the nut 15 is embedded and fixed in the recess 14a and screwed with the bolt 17, but the head of the bolt as a fastening tool is fitted in the recess 14a. For a floor having a composite ALC panel 20 as shown in FIG. 2 in which the nut is not embedded in the wooden square bar 14 and a nut is screwed to the tip of the protruding bolt. In the case of a structural body, one side of the inazuma plate 16a may be directly screwed to the wooden square member 14 with a screw 19 like a composite ALC panel 10a shown on the left side of FIG.
【0017】またこの複合ALCパネル20を有する床
用構造体を木造建築物の木製梁18に取付けて床面を形
成する場合には、この床用構造体の長手方向の両端部を
木製梁18に懸架して複合ALCパネル20の表面から
木製角材14を貫通して前記木製梁18にビス止めすれ
ばよい(図4参照)。その後の仕上げ施工は前例と同様
である。When a floor structure having the composite ALC panel 20 is attached to a wooden beam 18 of a wooden building to form a floor, both ends of the floor structure in the longitudinal direction are connected to the wooden beam 18. Then, it may be suspended from the surface of the composite ALC panel 20 and penetrated through the wooden bar 14 and screwed to the wooden beam 18 (see FIG. 4). The subsequent finishing work is the same as the previous example.
【0018】[0018]
【発明の効果】以上述べた通りに本発明によれば、厚さ
が薄く、外形が小さいので軽量であるが、合板を接着し
木製角材が取着されているので剛性と曲げ強度が高いた
め、床用梁や根太の間隔を大きくとることができ、資材
や工数が節減できる。また複合ALCパネルの長さに応
じて木製角材の断面積を変えれば、必要な強度や撓みを
確保することができる。さらに建築物の柱位置など躯体
の構造に応じて前記木製角材の位置を調整すれば、その
強度を低下させずに複合ALCパネルを容易に加工して
床を施工することができる。As described above, according to the present invention, although the thickness is small and the external shape is small, the weight is light, but the rigidity and bending strength are high because the plywood is adhered and the wooden square is attached. In addition, the distance between floor beams and joists can be increased, and materials and man-hours can be reduced. Further, if the cross-sectional area of the wooden bar is changed according to the length of the composite ALC panel, necessary strength and bending can be secured. Further, by adjusting the position of the wooden timber according to the structure of the skeleton, such as the position of the pillars in the building, the composite ALC panel can be easily processed and the floor can be constructed without reducing its strength.
【0019】そして複合ALCパネルの幅が300m
m、450mm、600mmで、長さが1800mm以
上の数種類のモジュールがあれば、鉄骨造や木造建築物
の床用構造体として広く適用可能であり、ハンドリング
性もよい。また全厚が木製角材の厚さを含めて100〜
120mmであれば床の厚さが厚くならないので室内の
有効高さが高くできる。さらにALCパネルの表面側に
も全面に亘って厚さ9〜12mmの木質ボードを貼着し
ておけば、直接フローリングなどの床材を取着すること
ができる。その上前記木製角材の少なくとも一方の端部
で木質ボードに面した部分に形成された凹部にナットを
固着しておけば、鉄板を段状に折り曲げたイナズマプレ
ートなどの取付け金具をボルトなどで螺着することがで
きるので、鉄骨梁にも容易に取着することができる。The width of the composite ALC panel is 300 m.
If there are several types of modules having a length of m, 450 mm, 600 mm and a length of 1800 mm or more, they can be widely applied as floor structures for steel frames and wooden buildings, and have good handling properties. In addition, the total thickness is 100-
If it is 120 mm, the effective height in the room can be increased because the thickness of the floor does not increase. Furthermore, if a wooden board having a thickness of 9 to 12 mm is attached to the entire surface of the ALC panel, flooring such as flooring can be directly attached. In addition, if a nut is fixed to a concave portion formed at a portion facing the wooden board at at least one end of the wooden timber, a mounting metal such as an inazuma plate obtained by bending an iron plate into a step shape is screwed with a bolt or the like. Since it can be attached, it can be easily attached to a steel beam.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明の床用構造体の一実施例の裏面斜視図で
ある。FIG. 1 is a rear perspective view of an embodiment of a floor structure according to the present invention.
【図2】本発明の他の実施例を示す側面図である。FIG. 2 is a side view showing another embodiment of the present invention.
【図3】図1の床用構造体を鉄骨梁に取り付けた状況を
示す一部切り欠き縦断面図である。3 is a partially cutaway longitudinal sectional view showing a situation where the floor structure of FIG. 1 is attached to a steel beam.
【図4】図2の床用構造体を木製梁に取り付けた状況を
示す一部切り欠き縦断面図である。4 is a partially cutaway longitudinal sectional view showing a state where the floor structure of FIG. 2 is attached to a wooden beam.
【図5】従来の鉄骨造の床構造を説明する一部切り欠き
斜視図である。FIG. 5 is a partially cutaway perspective view for explaining a conventional steel floor structure.
【図6】従来の木造建築物の床構造を説明する一部切り
欠き斜視図である。FIG. 6 is a partially cutaway perspective view illustrating a floor structure of a conventional wooden building.
2、18 梁 2a 上フランジ 10、10a、20 複合ALCパネル 11、21 ALCパネル 12、13、22、23 合板 14、24 木製角材 14a 凹部 15 ナット 16、16a イナヅマプレート 17 ボルト 18 梁 19 ビス 2, 18 beams 2a Upper flange 10, 10a, 20 Composite ALC panel 11, 21 ALC panel 12, 13, 22, 23 Plywood 14, 24 Wooden timber 14a Depression 15 Nut 16, 16a Inazuma plate 17 Bolt 18 Beam 19 Screw
Claims (2)
〜50mmのALCパネルと該ALCパネルの少なくと
も一表面全面に貼着された木質ボードとからなる複合A
LCパネルと、該木質ボードに前記複合ALCパネルの
長手方向のほぼ全長に亘って平行に固着された少なくと
も一対の木製角材とから構成されたことを特徴とする床
用構造体。1. A total width of 600 to 300 mm and a thickness of 35 mm.
Composite A comprising an ALC panel of about 50 mm and a wood board adhered to at least one entire surface of the ALC panel
A floor structure comprising: an LC panel; and at least one pair of wooden square members fixed to the wooden board in parallel over substantially the entire length of the composite ALC panel in a longitudinal direction.
前記木質ボードに対向する面に形成された凹部には締着
具が固着されていることを特徴とする請求項1記載の床
用構造体。2. The floor structure according to claim 1, wherein a fastener is fixed to a concave portion formed on a surface facing the wooden board at at least one end of the wooden timber. body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10309770A JP2000136593A (en) | 1998-10-30 | 1998-10-30 | Floor structural body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10309770A JP2000136593A (en) | 1998-10-30 | 1998-10-30 | Floor structural body |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000136593A true JP2000136593A (en) | 2000-05-16 |
Family
ID=17997060
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10309770A Pending JP2000136593A (en) | 1998-10-30 | 1998-10-30 | Floor structural body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000136593A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014047603A (en) * | 2012-09-04 | 2014-03-17 | Panahome Corp | Structure for connecting beam and floor joist together, and building |
CN106703360A (en) * | 2015-11-16 | 2017-05-24 | 戴昔晓 | Fast-assembling floor keel |
WO2022018883A1 (en) * | 2020-07-22 | 2022-01-27 | 松尾建設株式会社 | Fire-resistant structure, fire-resistant panel, and method for constructing fire-resistant structure |
-
1998
- 1998-10-30 JP JP10309770A patent/JP2000136593A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014047603A (en) * | 2012-09-04 | 2014-03-17 | Panahome Corp | Structure for connecting beam and floor joist together, and building |
CN106703360A (en) * | 2015-11-16 | 2017-05-24 | 戴昔晓 | Fast-assembling floor keel |
WO2022018883A1 (en) * | 2020-07-22 | 2022-01-27 | 松尾建設株式会社 | Fire-resistant structure, fire-resistant panel, and method for constructing fire-resistant structure |
JP2022021793A (en) * | 2020-07-22 | 2022-02-03 | 松尾建設株式会社 | Fire-resisting structure, fire-resisting panel, and construction method of fire-resisting structure |
JP7152788B2 (en) | 2020-07-22 | 2022-10-13 | 松尾建設株式会社 | Fire-resistant structure construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3581426B2 (en) | Structural materials and floor and roof structures of wooden buildings and construction methods using them | |
JP2000136593A (en) | Floor structural body | |
JPH10131366A (en) | Mounting structure of alc panel | |
JPH11131683A (en) | Composite panel | |
JP3686701B2 (en) | ALC panel vertical wall mounting structure | |
JP2594658B2 (en) | Building unit ceiling structure | |
JP2000291130A (en) | Plate member excellent in earthquake resistance, and building structure using the same | |
EP0104629B1 (en) | Combined construction plate | |
JP2767073B2 (en) | Lightweight cellular concrete slab structure for wooden frame | |
JP2849344B2 (en) | Floor structure of wooden building and composite ALC panel for floor | |
JP3738783B2 (en) | Exterior wall repair structure | |
JP3441851B2 (en) | Reinforcement hardware for wooden buildings | |
JP2840197B2 (en) | Floor panel | |
JP2828857B2 (en) | Auxiliary surface joint structure of wooden prefabricated building | |
JP4187349B2 (en) | Partition wall structure and construction method | |
JPH10212785A (en) | Mounting structure of large pannel for floor | |
JP2503753Y2 (en) | Floor panels in wooden structures | |
JPH07324399A (en) | Structural plywood | |
JPH10102655A (en) | Floor and roof mounting structure | |
JP2003293463A (en) | Reinforcing fitting and reinforcing method for wooden building | |
JP2001227086A (en) | Bearing wall of wooden building | |
JPH0723443Y2 (en) | Partition wall structure | |
JPH10121634A (en) | Floor or rood supporting method | |
JP2001254462A (en) | Joining structure and joining method for wall panel with fire resisting plate | |
JPH1122087A (en) | Steel building floor structure for combination panel, mounting bracket, and method for forming floor structure using combination panel |