JP2002013234A - Horizontal member for building, and panel equipped with the same - Google Patents

Horizontal member for building, and panel equipped with the same

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Publication number
JP2002013234A
JP2002013234A JP2000199103A JP2000199103A JP2002013234A JP 2002013234 A JP2002013234 A JP 2002013234A JP 2000199103 A JP2000199103 A JP 2000199103A JP 2000199103 A JP2000199103 A JP 2000199103A JP 2002013234 A JP2002013234 A JP 2002013234A
Authority
JP
Japan
Prior art keywords
building
notch
panel
vertical frame
horizontal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2000199103A
Other languages
Japanese (ja)
Other versions
JP4456233B2 (en
Inventor
Masaaki Nojima
正明 野島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP2000199103A priority Critical patent/JP4456233B2/en
Publication of JP2002013234A publication Critical patent/JP2002013234A/en
Application granted granted Critical
Publication of JP4456233B2 publication Critical patent/JP4456233B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a horizontal member for building, which can be produced at a low cost, and positively bears a load applied from above. SOLUTION: A longitudinal casing member 11 has a notch 18 formed in a lower surface at an end 111 thereof, and the member 11 is borne by a first- story wall panel 2 by engaging the notch 18 with the first-story panel 2 of a building. According to the thus formed longitudinal casing member 11, a reinforcing plywood 9 for reinforcing a corner portion 18a of the notch 18 is arranged in the vicinity of the notch 18.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、建築用横架材に係
り、詳細には、端部が壁や柱などの建物の支持体に設置
されることで支持される建築用横架材及びこれを備えた
パネルに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an architectural cross member, and more particularly to an architectural cross member which is supported by being installed on a support of a building such as a wall or a pillar. The present invention relates to a panel having the same.

【0002】[0002]

【背景の技術】端部が壁や柱などの建物の支持体に設置
されて建物の構成体となる建築用横架材の一例として例
えば、特開平11−159050号公報に開示された2
階床パネルを構成する縦框材がある。この2階床パネル
は、縦横の框材を組むことにより構成された矩形枠状の
枠体と、この枠体の上面に設けられた面材とを備えてお
り、端部下面には切り欠き部が形成されている。また、
この公報に示す枠体の下面には石膏ボードが取り付けら
れている。そして、この切り欠き部が形成された端部
は、胴差とともに1階壁パネル上面に設けられ、これら
床パネルの端部及び胴差の上面には2階壁パネルが立設
されている。
2. Description of the Related Art Japanese Patent Application Laid-Open No. H11-159050 discloses an example of an architectural horizontal member which is installed on a supporting body of a building such as a wall or a pillar to constitute a building.
There is a vertical frame material that constitutes the floor panel. The second floor panel includes a rectangular frame formed by assembling vertical and horizontal frame members, and a surface member provided on an upper surface of the frame, and a cutout is formed on a lower surface of an end portion. A part is formed. Also,
A gypsum board is attached to the lower surface of the frame shown in this publication. The end having the cutout is provided on the upper surface of the first-floor wall panel together with the waist, and the second-floor wall panel is erected on the end of the floor panel and the upper surface of the waist.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記公報の
ように建築用横架材を縦框材として用い、端部が1階壁
パネル上部に設置された2階床パネルの構造において、
例えば、2階床パネルのスパン(長辺方向の長さ)を大
きくした場合、2階床パネルの端部にかかる荷重が大き
くなる。このように2階床パネルの端部にかかる荷重が
大きい場合、建築用横架材である縦框材の下面から上面
までの高さを高くする、つまり縦框材の梁成を大きくす
ることにより建築用横架材自体の強度を上げて対応する
構成が考えられる。しかし、縦框材の梁成を大きくする
分、その分の材料費がかさみ制作コストがかかるという
問題があった。本発明の課題は、制作コストがかかるこ
となく、上方からの荷重を確実に支持できる建築用横架
材を提供することである。
By the way, as described in the above-mentioned publication, in the structure of the second floor panel in which the horizontal building material is used as the vertical frame material and the end is installed above the first floor wall panel,
For example, when the span (length in the long side direction) of the second floor panel is increased, the load applied to the end of the second floor panel increases. When the load applied to the end of the second floor panel is large, the height from the lower surface to the upper surface of the vertical frame material, which is the horizontal building material, is increased, that is, the beam structure of the vertical frame material is increased. Therefore, a configuration that can increase the strength of the building transverse member itself and thereby cope with it is conceivable. However, there is a problem that the material cost increases and the production cost increases as the beam length of the vertical frame material increases. An object of the present invention is to provide an architectural transverse member that can reliably support a load from above without increasing production costs.

【0004】[0004]

【課題を解決するための手段】以上の課題を解決するた
め、請求項1記載の発明は、端部111下面に切り欠き
部18が設けられ、この切り欠き部18を建物の支持体
(例えば、1階壁パネル2)に係合させることにより前
記支持体2に支持される建築用横架材(例えば、縦框材
11)において、例えば、図1〜図3に示すように、前
記切り欠き部18の近傍には、該切り欠き部18の角部
18aを補強する補強部材(例えば、補強合板9)が設
けられていることを特徴とする。
In order to solve the above-mentioned problems, according to the first aspect of the present invention, a notch 18 is provided on the lower surface of the end portion 111, and the notch 18 is used as a support for a building (for example, As shown in FIG. 1 to FIG. 3, for example, as shown in FIG. 1 to FIG. 3, in a building horizontal member (for example, a vertical frame member 11) supported by the support body 2 by being engaged with the first floor wall panel 2). In the vicinity of the notch 18, a reinforcing member (for example, a reinforcing plywood 9) for reinforcing the corner 18a of the notch 18 is provided.

【0005】請求項1記載の発明によれば、端部111
下面に設けられた切り欠き部18の近傍には、該切り欠
き部18の角部18aを補強する補強部材9が設けられ
ているので、前記建物の支持体2に係合する切り欠き部
18の角部18aが前記補強部材9により補強される。
これにより、前記切り欠き部18を建物の支持体2に係
合させることにより建築用横架材11を前記支持体2に
支持させた際に、建築用横架材11の端部111は、建
築用横架材11自体の荷重や建築用横架材11にかかる
上方からの荷重を、前記補強部材9により前記切り欠き
部18の角部18aが補強された状態で受けることがで
き、よって建築用横架材11は、その端部111を介し
て確実に前記支持体2に支持される。つまり、建築用横
架材11のスパンを大きくすることにより端部111が
受ける荷重が大きくなっても、建築用横架材11の梁成
を大きくすることなく、端部111がその荷重に耐え
て、前記支持体2に伝えることができる。したがって、
スパンを大きくしても梁成を大きくすることなく、端部
111下面の切り欠き部18を前記支持体2に係合させ
て上方からの荷重を確実に支持することができる。また
梁成を大きくする必要がないことから、その分の材料費
がかからず制作コストの低廉化を図ることができる。
According to the first aspect of the present invention, the end portion 111
In the vicinity of the notch 18 provided on the lower surface, the reinforcing member 9 for reinforcing the corner 18a of the notch 18 is provided, so that the notch 18 engaging with the support 2 of the building is provided. Is reinforced by the reinforcing member 9.
Thereby, when the notch part 18 is engaged with the support 2 of a building to support the building transverse member 11 on the support 2, the end 111 of the building transverse member 11 The load of the building transverse member 11 itself and the load applied to the building transverse member 11 from above can be received in a state where the corner portions 18a of the notch portions 18 are reinforced by the reinforcing members 9, and The architectural horizontal member 11 is reliably supported by the support 2 via the end 111 thereof. In other words, even if the load applied to the end portion 111 is increased by increasing the span of the building transverse member 11, the end portion 111 withstands the load without increasing the beam width of the building transverse member 11. Thus, it can be transmitted to the support 2. Therefore,
Even if the span is increased, the notch 18 on the lower surface of the end 111 can be engaged with the support 2 without increasing the beam structure, so that the load from above can be reliably supported. In addition, since it is not necessary to increase the beam size, material costs are not required and production costs can be reduced.

【0006】ここで、建築用横架材とは建築において横
方向に架け渡され、端部下面に切り欠き部が設けられた
部材であれば、どのような部材であってもよく、例え
ば、梁、飛梁、根太、垂木、まぐさ等等が挙げられる。
また、梁や根太、垂木に準ずる材、例えば、パネル工法
における床パネルの縦框材、屋根パネルの縦框材等であ
ってもよい。なお、パネル工法とは、住宅の構築におい
て、予め工場等で製造された木質パネルを現場で組み付
けることにより、住宅の床、壁、屋根等を構築する工法
である。そして、このような建築用横架材が係合する前
記建物の支持体として例えば、柱、壁やこれらに準ずる
部材、つまり同じ作用効果を有するものであれば、どの
ようなものでもよい。例えば、パネル工法では壁パネル
がこれに該当する。前記補強部材は前記切り欠き部の角
部を補強するものであり、切り欠き部の近傍に設けられ
るものであれば、どのように構成されていてもよい。つ
まり、切り欠き部の角部の少なくとも一方の辺部に沿っ
て取り付けるようにもよい。具体的には、板状の補強部
材を角部の一辺に沿うようにして、角部の外縁にかかる
ように取り付けた構成などが挙げられる。
[0006] Here, the building transverse member may be any member as long as it is bridged in the building in the horizontal direction and provided with a cutout on the lower surface of the end. Examples include beams, flying beams, joists, rafters, lintels, and the like.
Further, a material similar to a beam, a joist or a rafter, for example, a vertical frame material of a floor panel or a vertical frame material of a roof panel in a panel construction method may be used. Note that the panel construction method is a construction method of constructing a floor, a wall, a roof, and the like of a house by assembling a wooden panel manufactured in advance in a factory or the like at the site in the construction of the house. As the support of the building to which such a building transverse member is engaged, for example, a pillar, a wall or a member similar thereto, that is, any member having the same operation and effect may be used. For example, in a panel construction method, a wall panel corresponds to this. The reinforcing member reinforces a corner of the cutout, and may have any configuration as long as it is provided near the cutout. In other words, the notch may be attached along at least one side of the corner. Specifically, there is a configuration in which a plate-like reinforcing member is attached along one side of the corner so as to cover the outer edge of the corner.

【0007】請求項2記載の発明は、請求項1記載の建
築用横架材において、例えば、図1〜図3に示すよう
に、前記補強部材9は、前記切り欠き部18内側の本体
部110の側面11bに、該側面11bの上下端部11
ba,11bbに渡って設けられていることを特徴とす
る。
According to a second aspect of the present invention, in the building transverse member according to the first aspect, for example, as shown in FIGS. 1 to 3, the reinforcing member 9 includes a main body portion inside the notch portion 18. The upper and lower ends 11 of the side surface 11b
It is characterized by being provided over ba, 11bb.

【0008】請求項2記載の発明によれば、請求項1記
載の発明と同様の効果を得ることができるとともに、前
記補強部材9が、前記切り欠き部18内側の本体部11
0の側面11bに、該側面11bの上下端部11ba,
11bbに渡って設けられているので、本体部110の
端部をその上下幅に渡って補強することができる。した
がって、建築用横架材11の端部111の強度の向上が
図られ、建築用横架材の耐力を大きくすることができ、
これにより前記建物の支持体2に前記荷重を確実に受け
させることができる。また、前記補強部材9を前記切り
欠き部18内側の本体部110の側面11bに取り付け
る際に、前記側面11bの上下端部11ba,11bb
を基準に、これら上下端部11ba,11bbに渡るよ
うに取り付けることができ、その取り付け作業の際の位
置決めが行いやすい。
According to the second aspect of the present invention, the same effect as that of the first aspect of the invention can be obtained, and the reinforcing member 9 is provided in the main body 11 inside the notch 18.
0, the upper and lower ends 11ba,
Since it is provided over 11bb, the end of the main body 110 can be reinforced over its vertical width. Therefore, the strength of the end portion 111 of the building cross member 11 is improved, and the strength of the building cross member can be increased.
This allows the support 2 of the building to reliably receive the load. When attaching the reinforcing member 9 to the side surface 11b of the main body 110 inside the notch 18, the upper and lower ends 11ba, 11bb of the side surface 11b are attached.
Can be attached so as to extend over these upper and lower ends 11ba, 11bb, and positioning at the time of the attaching work can be easily performed.

【0009】請求項3記載の発明は、請求項1または2
記載の建築用横架材において、例えば、図1〜図3に示
すように、前記補強部材9が、前記角部18aを含む切
り欠き部18に沿って設けられていることを特徴とす
る。
The invention described in claim 3 is the first or second invention.
In the above described building transverse member, for example, as shown in FIGS. 1 to 3, the reinforcing member 9 is provided along a cutout portion 18 including the corner portion 18a.

【0010】請求項3記載の発明によれば、請求項1ま
たは2記載の発明と同様の効果を得ることができるとと
もに、前記補強部材9は、前記角部18aを含む切り欠
き部18に沿って設けられているので、前記補強部材9
を前記切り欠き部18の近傍に設けるだけで、角部18
aを効率よく補強した状態とすることができる。
According to the third aspect of the present invention, the same effects as those of the first or second aspect of the invention can be obtained, and the reinforcing member 9 extends along the notch portion 18 including the corner portion 18a. The reinforcing member 9
Is provided in the vicinity of the notch 18 so that the corner 18
a can be efficiently reinforced.

【0011】請求項4記載の発明は、請求項1〜3のい
ずれかに記載の建築用横架材において、例えば、図1〜
図3に示すように、前記補強部材9は、合板であること
を特徴とする。
According to a fourth aspect of the present invention, there is provided a building transverse member according to any one of the first to third aspects, for example, as shown in FIGS.
As shown in FIG. 3, the reinforcing member 9 is a plywood.

【0012】請求項4記載の発明によれば、請求項1〜
3のいずれかに記載の発明と同様の効果を得ることがで
きるとともに、前記補強部材9は合板であるので、その
取り付け作業が行いやすい。つまり、ステープル、釘、
ビス等といった止着部材(特にステープル、釘、ビスな
どは汎用性が高い部材)により容易に取り付けることが
できる。さらに、前記補強部材が合板であることから、
廃材なども使用してリサイクルすることも可能となる。
According to the fourth aspect of the present invention, the first to fourth aspects are provided.
In addition to obtaining the same effects as those of the invention described in any one of (3) and (5), the reinforcing member 9 is a plywood, so that the mounting operation is easy. That is, staples, nails,
Fastening members such as screws (especially staples, nails, screws, etc. are highly versatile members) can be easily attached. Further, since the reinforcing member is plywood,
It is also possible to recycle using waste materials.

【0013】請求項5記載の発明は、縦横の框材11,
12を矩形枠状に組むことによりなる枠体10を備えた
パネルにおいて、例えば、図1〜図3に示すように、前
記縦框材11は請求項1〜4のいずれかに記載の建築用
横架材11であり、前記横框材12は、前記縦框材11
である建築用横架材の端部111で且つ前記切り欠き部
18より上部分(例えば、突片部112)に接合されて
いることを特徴とする。
The invention according to claim 5 is characterized in that the vertical and horizontal frame members 11,
In a panel provided with a frame body 10 formed by assembling 12 into a rectangular frame shape, for example, as shown in FIGS. 1 to 3, the vertical frame material 11 is used for building according to any one of claims 1 to 4. A horizontal frame member 11, wherein the horizontal frame member 12 is the vertical frame member 11;
And is joined to a portion (for example, a protruding piece 112) above the notch 18 at the end 111 of the building transverse member.

【0014】請求項5記載の発明によれば、前記縦框材
は請求項1〜4のいずれかに記載の建築用横架材11で
あり、前記横框材12は、前記縦框材である建築用横架
材11の端部111で且つ前記切り欠き部18より上部
分112に接合されているので、これら縦横の框材1
1,12を組むことよりなる枠体10を備えたパネルと
なり、請求項1〜4のいずれかに記載の発明と同様の効
果を得ることができるパネルとなる。
According to the fifth aspect of the present invention, the vertical frame material is the building horizontal frame material 11 according to any one of claims 1 to 4, and the horizontal frame material 12 is the vertical frame material. Since it is joined to an end portion 111 of a certain horizontal building material 11 and to a portion 112 above the notch portion 18, these vertical and horizontal frame materials 1 are connected.
A panel having the frame body 10 formed by assembling the panels 1 and 12 is provided, and a panel that can obtain the same effect as the invention according to any one of claims 1 to 4 is obtained.

【0015】[0015]

【発明の実施の形態】以下、図1〜図3を参照して本発
明の実施の形態を詳細に説明する。なお、この実施の形
態における建築用横架材は、パネル工法にて用いられる
床パネル、特に2階床パネルを構成する縦框材に適用さ
れている。まず、このパネルの構成を説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to FIGS. The horizontal building material in this embodiment is applied to a floor panel used in a panel construction method, in particular, a vertical frame material forming a second floor panel. First, the configuration of this panel will be described.

【0016】図1に示す2階床パネル1は、縦框材(建
築用横架材)11,横框材12を矩形枠状に組んでなる
枠体10と、枠体10内で横框材12間で且つ前記縦框
材11間で、該縦框材11と平行に所定間隔を開けて配
置された補助桟材13と、枠体10及び補助桟材13の
表面に設けられた面材16とを備えている。
A second floor panel 1 shown in FIG. 1 includes a frame 10 composed of a vertical frame material (horizontal frame material) 11 and a horizontal frame material 12 formed in a rectangular frame shape, and a horizontal frame inside the frame body 10. Between the members 12 and between the vertical frame members 11, auxiliary rails 13 arranged at predetermined intervals in parallel with the vertical frame members 11, and surfaces provided on the surfaces of the frame body 10 and the auxiliary rail 13 Material 16.

【0017】縦框材11は、図1及び図2に示すよう
に、枠体10の長手方向の長辺部となるものであり、両
側の端部111下面に切り欠き部18が形成されてい
る。なお、端部111において、切り欠き部18より上
部分を突片部112と称す。また、この切り欠き部18
より内側の縦框材11の本体部110の側面11bに
は、切り欠き部18の角部18aを補強する補強合板
(補強部材)9が設けられている。
As shown in FIGS. 1 and 2, the vertical frame member 11 is a long side portion of the frame body 10 in the longitudinal direction. I have. In the end 111, a portion above the notch 18 is referred to as a projecting piece 112. The notch 18
A reinforcing plywood (reinforcing member) 9 for reinforcing a corner portion 18a of the cutout portion 18 is provided on a side surface 11b of the main body portion 110 of the inner frame member 11.

【0018】補強合板9は、縦框材11において、切り
欠き部18より内側の側面11bに、該側面11bの上
下端部11ba,11bbに渡って配置されており、切
り欠き部側の一辺9aが切り欠き部18の角部18aの
鉛直方向の一辺18aaに沿うように、止着材、例えば
ステープルにより固定されている。また、補強合板9を
切り欠き部18内側の本体部110の側面11bに取り
付ける際に、側面11bの上下端部11ba,11bb
を基準に、これら上下端部11ba,11bbに渡るよ
うに取り付けることができ、その取り付け作業における
位置決めが行いやすくなっている。このように補強合板
9は、角部18aを含む切り欠き部18に沿って設けら
れているので、補強合板9を切り欠き部18の近傍に設
けるだけで、角部18aを効率よく補強した状態とする
ことができる。また、補強合板9は合板であるので、そ
の取り付け作業が行いやすい。つまり、釘、ステープ
ル、ビスなどの止着部材(この実施の形態ではステープ
ル)により容易に取り付けることができる。さらに補強
合板9として廃材の合板を使用してもよい。横框材12
は、縦框材11の端部111(詳細には、端部111に
おいて切り欠き部より上部分である突片部112)が係
合する切り欠き部121(後述する)が設けられるとと
もに枠体10の短辺部を構成している。また、この横框
材12の上下方向の幅は突片部の上下方向の幅と同一の
寸法で構成されている。
The reinforcing plywood 9 is disposed on the side surface 11b inside the notch 18 in the vertical frame material 11 over the upper and lower ends 11ba and 11bb of the side surface 11b. Is fixed by a fastening material, for example, staples, so as to extend along one vertical side 18aa of the corner 18a of the notch 18. When attaching the reinforcing plywood 9 to the side surface 11b of the main body 110 inside the notch portion 18, the upper and lower ends 11ba, 11bb of the side surface 11b are attached.
Can be attached so as to extend over these upper and lower end portions 11ba, 11bb, and positioning in the attaching work can be easily performed. As described above, the reinforcing plywood 9 is provided along the cutout portion 18 including the corner portion 18a. Thus, the reinforcing plywood 9 is provided near the cutout portion 18 and the corner portion 18a is efficiently reinforced. It can be. Further, since the reinforcing plywood 9 is a plywood, the mounting operation thereof is easy. That is, it can be easily attached with a fastening member (staple in this embodiment) such as a nail, staple, screw, or the like. Further, a plywood of waste material may be used as the reinforcing plywood 9. Side frame material 12
A notch 121 (to be described later) with which an end 111 of the vertical frame material 11 (specifically, a protruding portion 112 which is an upper portion of the end 111 above the notch) is provided, and a frame body is provided. 10 constitute short sides. The vertical width of the horizontal frame 12 is the same as the vertical width of the projecting piece.

【0019】つまり枠体10は、所定間隔を開けて対向
して配置された横框材12間に、1組の縦框材11を、
それぞれ該縦框材11の端部111の切り欠き部18よ
り上の部分(突片部112)の端面11aを横框材12
の切り欠き部121の底面に突き合わせて、枠体10の
厚み方法に並べられた釘などの止着材8を、外側面12
bから打ち込むことにより直角に接合されて矩形枠状に
形成されている。
In other words, the frame body 10 is composed of a pair of vertical frame members 11 between the horizontal frame members 12 which are arranged facing each other at a predetermined interval.
The end surface 11a of the portion (projection portion 112) above the cutout portion 18 of the end 111 of the vertical frame material 11 is
The fastening members 8 such as nails arranged in the thickness direction of the frame body 10 are brought into contact with the bottom surfaces of the notches 121 of the outer surface 12.
By being driven in from b, they are joined at right angles to form a rectangular frame.

【0020】また、横框材12の内側面12aの中央部
には、内側に開口する桟材欠込み部(切り欠き部)12
2が設けられ、この桟材欠込み部122に補助桟材13
の端部130が係合されている。補助桟材13は縦框材
11とほぼ同様な形状で構成され、横框材12に対して
直交するように、端面を桟材欠込み部122の底面に突
き合わせた状態で釘(止着材)8を介して前記横框材1
2に結合されている。補助桟材13を横框材12に接合
する釘8は、横框材12に該横框材12の外側面12b
から枠体10の厚さ方向に打ち込まれている。
In the center of the inner side surface 12a of the horizontal frame member 12, a crosspiece notch (notch) 12 which opens inward is provided.
2 are provided, and the auxiliary beam 13
End 130 is engaged. The auxiliary crosspiece 13 is formed in substantially the same shape as the vertical frame material 11, and has a nail (fixing material) with its end face abutting against the bottom surface of the crosspiece notch 122 so as to be orthogonal to the horizontal frame material 12. ) 8 through the side frame material 1
2 are connected. The nail 8 for joining the auxiliary beam 13 to the side frame member 12 is attached to the side frame member 12 by the outer surface 12b of the side frame member 12.
From the direction of the thickness of the frame 10.

【0021】さらに、このように構成された2階床パネ
ル1の枠体10の内部中央には、縦框材11と直交し
て、かつ横框材12と平行に根太・ブロッキング材15
が設けられている。この根太・ブロッキング材15は、
一方の縦框材(図1では奥側の縦框材)11と補助桟材
13との間に設けられる板材15aと、補助桟材13の
上部と他方の縦框材11の上部に架設される架設桟材1
5bとを有し、架設桟材15bは、その両端部が補助桟
材13および他方の縦框材(図1の手前側の縦框材)1
1の上面にそれぞれ形成された溝部に嵌るように設けら
れている。
Further, in the center of the inside of the frame 10 of the second floor panel 1 constructed as described above, a joist / blocking material 15 is arranged perpendicular to the vertical frame material 11 and parallel to the horizontal frame material 12.
Is provided. This joist and blocking material 15
A plate 15a provided between one of the vertical frame members (the vertical frame member on the back side in FIG. 1) 11 and the auxiliary cross member 13 and the upper part of the auxiliary cross member 13 and the upper part of the other vertical frame member 11 are provided. Erecting beam 1
5b, the bridging member 15b has an auxiliary bar 13 and the other vertical frame member (vertical frame member on the near side in FIG. 1) 1 at both ends thereof.
It is provided so that it may fit in the groove formed in the upper surface of each one.

【0022】次に2階床パネルの設置構造について図3
を参照して説明する。図3に示す2階床パネル1は、端
部(縦框材11の端部111部分)が、1階壁パネル2
の上端面の厚さの略半分のところに設置され、該壁パネ
ル2の上端面の厚さの残りの略半分には、胴差3が設置
されている。詳細には、2階床パネルを構成する横框材
12全体と、この横框材12に接合されている縦框材1
1の端部111の切り欠き部18が1階壁パネル2の上
部に係合しており、これにより縦框材11及び横框材1
2は1階壁パネルにより支持された状態となっている。
また、前記2階床パネル1の端部および胴差3上には、
2階壁パネル4が設置されている。そして、前記壁パネ
ル2,4は、図示しないスクリュー釘を前記床パネル1
の横框材12および胴差3に斜め打ちすることで固定さ
れている。さらに、前記壁パネル2,4は、胴差ボルト
6を2階床パネル1と胴差3との接合部において上下に
貫通させ、該胴差ボルト6の上端部6aを壁パネル4の
下端の横框材4aに貫通させるとともに、該胴差ボルト
6の下端部6bを壁パネル2の上端の横框材2aに貫通
させ、該胴差ボルト6の上下端部6a,6bにナット
7,7を螺合して締め付けることで、互いに連結されて
いる。なお、前記壁パネル2,4は、それぞれ横の框材
2a,4aと縦の框材(図示略)を矩形枠状に組み付け
て構成した枠体を有するとともに、この枠体内に補強桟
材(図示略)を縦横に組み付け、さらに、前記枠体の両
面に面材となる石膏ボード2b,4bを貼設することで
構成されている。なお、2階床パネル1の縦框材の切り
欠き部18は、1階壁パネル2の上面とともに、該1階
壁パネル2の内壁面の上部に、上面が1階壁パネルの上
面とほぼ面一となるように取り付けられた根太受け5に
係止された状態となっている。
Next, the installation structure of the second floor panel is shown in FIG.
This will be described with reference to FIG. The second-floor floor panel 1 shown in FIG.
The wall panel 2 is installed at approximately half the thickness of the upper end surface thereof, and the remaining half of the thickness of the upper end surface of the wall panel 2 is provided with a waist gap 3. In detail, the entire horizontal frame member 12 constituting the second floor panel and the vertical frame member 1 joined to the horizontal frame member 12
The notch 18 at one end 111 is engaged with the upper part of the first-floor wall panel 2, whereby the vertical frame material 11 and the horizontal frame material 1 are engaged.
2 is in a state of being supported by the first floor panel.
In addition, on the end of the second floor panel 1 and on the waist 3,
A second floor wall panel 4 is provided. Then, the wall panels 2 and 4 attach a screw nail (not shown) to the floor panel 1.
Is fixed by slantingly striking the horizontal frame material 12 and the body difference 3. Further, the wall panels 2 and 4 allow the body difference bolt 6 to penetrate vertically at the junction between the second floor panel 1 and the body difference 3, and connect the upper end 6 a of the body difference bolt 6 to the lower end of the wall panel 4. The lower end portion 6b of the body difference bolt 6 is made to penetrate the horizontal frame member 2a at the upper end of the wall panel 2 while the nut 7 is inserted into the upper and lower end portions 6a, 6b of the body difference bolt 6. Are connected to each other by screwing and tightening. Each of the wall panels 2 and 4 has a frame formed by assembling horizontal frame members 2a and 4a and a vertical frame member (not shown) in a rectangular frame shape, and has reinforcing bars ( (Not shown) are assembled vertically and horizontally, and further, gypsum boards 2b and 4b serving as face materials are attached to both sides of the frame. The notch 18 of the vertical frame material of the second-floor floor panel 1 is provided on the upper surface of the first-floor wall panel 2 together with the upper surface of the first-floor wall panel 2 so that the upper surface is substantially the same as the upper surface of the first-floor wall panel. It is in a state of being locked to the joist receiver 5 attached so as to be flush.

【0023】このように端部が1階の壁パネル2の上部
に配置されて1階壁パネルの上部に係合する、2階床パ
ネル1の縦框材11の端部111下面に設けられた切り
欠き部18より内側の本体部110の側面11bには、
該切り欠き部18の角部18aを補強する補強合板9が
設けられているので、切り欠き部18の角部18aは補
強合板9により補強されたものとなる。よって、図3に
示すように縦框材11の切り欠き部18を1階壁パネル
2に係合させることにより2階床パネル1を1階壁パネ
ル2に支持させると、縦框材11の端部111は、縦框
材11自体の荷重を含む2階床パネル1の荷重や縦框材
11にかかる上方からの荷重を補強合板9により切り欠
き部18の角部18aが補強された状態で受けることが
できる。これにより1階壁パネル2上に設置される横框
材12とともに2階床パネル1は、その縦框材11の端
部111を介して確実に1階壁パネル2に支持される。
つまり、縦框材11のスパンを大きくした2階床パネル
1でも2階床パネル1における縦框材11の端部111
が受ける荷重が大きくなっても、縦框材11の梁成を大
きくすることなく、縦框材11の端部111がその荷重
に耐えて、この荷重を該縦框材11の端部111が接合
されている横框材12とともに1階壁パネル2に伝える
ことができる。したがって、床パネル1を構成する縦框
材11のスパンを大きくしても梁成を大きくすることな
く、端部111下面を1階壁パネル2に係合させて、該
1階壁パネル2上に載置される横框材12と縦框材11
の端部111を介して上方からの荷重を確実に支持する
ことができる。また梁成を大きくする必要がないことか
ら、その分の材料費がかからず制作コストの低廉化を図
ることができる。
As described above, the end portion is provided on the lower surface of the end portion 111 of the vertical frame member 11 of the second floor panel 1 which is disposed above the first floor wall panel 2 and engages with the first floor wall panel. The side surface 11b of the main body 110 inside the notch 18
Since the reinforcing plywood 9 for reinforcing the corner 18 a of the notch 18 is provided, the corner 18 a of the notch 18 is reinforced by the reinforcing plywood 9. Therefore, as shown in FIG. 3, when the notch 18 of the vertical frame 11 is engaged with the first floor panel 2 to support the second floor panel 1 on the first floor panel 2, The end portion 111 is in a state where the corner portions 18a of the cutout portions 18 are reinforced by the reinforcing plywood 9 against the load of the second floor panel 1 including the load of the vertical frame material 11 itself and the load applied to the vertical frame material 11 from above. Can be received at Thereby, the second floor panel 1 is securely supported by the first floor panel 2 through the end 111 of the vertical frame member 11 together with the horizontal frame member 12 installed on the first floor wall panel 2.
That is, even in the second floor panel 1 in which the span of the vertical frame material 11 is increased, the end 111 of the vertical frame material 11 in the second floor panel 1 is used.
Even if the load applied to the vertical frame material 11 becomes large, the end 111 of the vertical frame material 11 withstands the load without increasing the beam structure of the vertical frame material 11, and the end 111 of the vertical frame material 11 bears this load. It can be transmitted to the first-floor wall panel 2 together with the joined horizontal frame members 12. Therefore, even if the span of the vertical frame member 11 constituting the floor panel 1 is increased, the lower surface of the end 111 is engaged with the first floor wall panel 2 without increasing the beam structure, and Frame material 12 and vertical frame material 11 placed on
Through the end 111, a load from above can be reliably supported. In addition, since it is not necessary to increase the beam size, material costs are not required and production costs can be reduced.

【0024】また、補強合板9が、2階床パネル1を構
成する縦框材11の切り欠き部18内側の本体部110
の側面11bに、該側面11bの上下端部11ba,1
1bbに渡って設けられているので、本体部110の端
部をその上下幅に渡って補強された状態となっている。
したがって、縦框材11の端部111の強度の向上が図
られ、横框材12とともに、2階床パネル1の端部にか
かる荷重を1階壁パネル2に確実に受けさせ、2階床パ
ネル1は1階壁パネル2に確実に支持された状態とな
る。また、上記構成の2階床パネル1を1階壁パネル2
に設けた構成では、2階床パネル1の縦框材11及び補
助桟材13の端部が1階壁パネル上面に設置された状態
となっており、これら縦框材11及び補助桟材13が接
合されている横框材12とともに2階床パネル1に上方
からかかる荷重を確実に1階壁パネル2に伝えることが
できる。
Further, the reinforcing plywood 9 is provided with a main body 110 inside the cutout 18 of the vertical frame member 11 constituting the second floor panel 1.
The upper and lower end portions 11ba, 1ba of the side surface 11b
Since it is provided over 1 bb, the end of the main body 110 is reinforced over its vertical width.
Therefore, the strength of the end 111 of the vertical frame material 11 is improved, and the load applied to the end of the second floor panel 1 together with the horizontal frame material 12 is reliably received by the first floor wall panel 2 so that the second floor can be received. The panel 1 is reliably supported by the first-floor wall panel 2. Further, the second-floor floor panel 1 having the above configuration is replaced with the first-floor wall panel 2.
In the configuration provided in the first embodiment, the ends of the vertical frame material 11 and the auxiliary beam 13 of the second floor panel 1 are installed on the upper surface of the first floor wall panel. The load applied to the second floor panel 1 from above together with the horizontal frame member 12 to which the first floor panel 12 is joined can be reliably transmitted to the first floor wall panel 2.

【0025】なお、以上の実施の形態においては、枠体
10を縦框材11の端面11aを横框材12に突き合わ
せて接合して組むことで構成されているが、これに限ら
ず、縦框材11間に横框材12を架設して矩形枠状に形
成してもよい。つまり、横框材の端面を縦框材に突き合
わせて矩形枠状に組んで、これら縦横の框材を接合した
構成としてもよい。また、補強合板は、縦框材11にお
いて、切り欠き部18の内側の本体部側面、該側面の上
下端部に渡って取り付けたものとしたが、これに限ら
ず、角部18aに沿って、左右に取り付けてもよい。ま
た、補強合板をL字型に成形して、角部の2辺を沿って
取り付けてもよい。また、上記実施の形態では、建築用
横架材としてパネル工法における縦框材としたが、これ
にかぎらず、端部下面に切り欠き部が設けられ、この切
り欠き部を建物の支持体に係合させることにより前記支
持体に支持されるものであれば、どのような建築部材に
適用してもよい。例えば、根太、垂木、梁などであって
もよい。
In the above-described embodiment, the frame 10 is formed by joining the end face 11a of the vertical frame member 11 to the horizontal frame member 12 and joining the frames. However, the present invention is not limited to this. A horizontal frame member 12 may be provided between the frame members 11 to form a rectangular frame. That is, a configuration in which the end surfaces of the horizontal frame members are joined to the vertical frame members and assembled into a rectangular frame shape, and the vertical and horizontal frame members are joined together may be adopted. The reinforcing plywood is attached to the side of the main body portion inside the notch portion 18 and the upper and lower ends of the side surface in the vertical frame material 11, but is not limited to this, and is attached along the corner portion 18a. , May be attached to the left and right. Further, the reinforcing plywood may be formed in an L-shape and attached along two sides of the corner. Further, in the above embodiment, the vertical frame material in the panel method was used as the horizontal building material for the building, but not limited to this, a cutout portion is provided on the lower surface of the end, and this cutout portion is used as a support for the building. The present invention may be applied to any building member as long as it is supported by the support by being engaged. For example, joists, rafters, beams and the like may be used.

【0026】[0026]

【発明の効果】請求項1記載の発明によれば、前記建物
の支持体に係合する切り欠き部の角部が前記補強部材に
より補強されるので、前記切り欠き部を建物の支持体に
係合させることにより前記支持体に支持させた際に、前
記建築用横架材の端部は、建築用横架材自体の荷重や建
築用横架材にかかる上方からの荷重を前記補強部材によ
り前記切り欠き部の角部が補強された状態で受けること
ができ、よって、前記建築用横架材は、その端部を介し
て確実に前記支持体に支持される。したがって、スパン
を大きくしても梁成を大きくすることなく、端部下面を
前記支持体に係合させて上方からの荷重を確実に支持す
ることができる。また梁成を大きくする必要がないこと
から、その分の材料費がかからず制作コストの低廉化を
図ることができる。
According to the first aspect of the present invention, since the corners of the cutouts engaging with the support of the building are reinforced by the reinforcing members, the cutouts are formed on the support of the building. When the support is supported by the support by engaging, the end of the architectural cross member is capable of supporting the load of the architectural cross member itself or the load applied to the architectural cross member from above. Thereby, the corners of the cutouts can be received in a reinforced state, so that the architectural transverse member is reliably supported by the support via its end. Therefore, even if the span is increased, the lower surface of the end portion can be engaged with the support without increasing the beam structure, and the load from above can be reliably supported. In addition, since it is not necessary to increase the beam size, material costs are not required and production costs can be reduced.

【0027】請求項2記載の発明によれば、前記本体部
をその上下幅に渡って補強することができ、縦框材の端
部の強度の向上が図られ、これにより前記建物の支持体
に前記荷重を確実に受けさせることができる。また、前
記補強部材を前記切り欠き部内側の本体部の側面に取り
付ける際に、前記側面の上下端部を基準に、これら上下
端部に渡るように取り付けることができ、その取り付け
作業の位置決めが行いやすい。
According to the second aspect of the present invention, the main body can be reinforced over its upper and lower width, and the strength of the end of the vertical frame material can be improved, thereby supporting the building. Can reliably receive the load. Further, when the reinforcing member is attached to the side surface of the main body portion inside the notch portion, the reinforcing member can be attached so as to extend over these upper and lower end portions with reference to the upper and lower end portions of the side surface. Easy to do.

【0028】請求項3記載の発明によれば、前記補強部
材は、前記角部を含む切り欠き部に沿って設けられてい
るので、前記補強部材を前記切り欠き部の近傍に設ける
だけで、角部を効率よく補強した状態とすることができ
る。
According to the third aspect of the present invention, since the reinforcing member is provided along the notch including the corner, the reinforcing member is provided only in the vicinity of the notch. The corners can be efficiently reinforced.

【0029】請求項4記載の発明によれば、前記補強部
材は合板であるので、その取り付け作業が行いやすい。
つまり、ステープル、釘、ビス等といった止着部材(特
にステープル、釘、ビスなどは汎用性が高い部材)によ
り容易に取り付けることができる。さらに、前記補強部
材が合板であることから、廃材なども使用してリサイク
ルすることも可能となる。
According to the fourth aspect of the present invention, since the reinforcing member is a plywood, the mounting operation can be easily performed.
That is, it can be easily attached by a fastening member such as staples, nails and screws (especially staples, nails and screws are members having high versatility). Further, since the reinforcing member is plywood, it is possible to recycle using waste materials and the like.

【0030】請求項5記載の発明によれば、前記縦框材
は請求項1〜4のいずれかに記載の建築用横架材であ
り、前記横框材は、前記縦框材である建築用横架材の端
部で且つ前記切り欠き部より上部分に接合されているの
で、これら縦横の框材を組むことよりなる枠体を備えた
パネルとなり、請求項1〜4のいずれかに記載の発明と
同様の効果を得ることができるパネルとなる。
According to the fifth aspect of the present invention, the vertical frame material is the horizontal frame material according to any one of the first to fourth aspects, and the horizontal frame material is the vertical frame material. Since it is joined to the end of the horizontal member for use and to the portion above the notch, it becomes a panel provided with a frame formed by assembling these vertical and horizontal frame members. The panel can obtain the same effects as those of the described invention.

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

【図1】本発明を適用した一実施の形態の縦框材を用い
てなる2階床パネルの全体斜視図である。
FIG. 1 is an overall perspective view of a second floor panel using a vertical frame material according to an embodiment of the present invention.

【図2】図1の縦框材の斜視図である。FIG. 2 is a perspective view of the vertical frame member of FIG. 1;

【図3】図1の床パネルの端部を壁パネルに設けた状態
を示す縦断面図である。
FIG. 3 is a longitudinal sectional view showing a state where an end of the floor panel of FIG. 1 is provided on a wall panel.

【符号の説明】[Explanation of symbols]

1 2階床パネル(パネル) 2 1階壁パネル(建物の支持体) 9 補強合板(補強部材) 11 縦框材(建築用横架材) 12 横框材 18 切り欠き部 18a 角部 110 縦框材の端部(建築用横架材の端部) DESCRIPTION OF SYMBOLS 1 2nd floor panel (panel) 2 1st floor wall panel (building support) 9 Reinforced plywood (reinforcement member) 11 Vertical frame material (horizontal bridge material) 12 Horizontal frame material 18 Notch 18a Corner 110 End of frame material (end of horizontal building material)

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 端部下面に切り欠き部が設けられ、この
切り欠き部を建物の支持体に係合させることにより前記
支持体に支持される建築用横架材において、 前記切り欠き部の近傍には、該切り欠き部の角部を補強
する補強部材が設けられていることを特徴とする建築用
横架材。
A notch is provided on a lower surface of an end portion, and the notch is engaged with a support of a building. A transverse member for building, characterized in that a reinforcing member for reinforcing a corner of the notch is provided in the vicinity.
【請求項2】 請求項1記載の建築用横架材において、 前記補強部材は、前記切り欠き部内側の本体部の側面
に、該側面の上下端部に渡って設けられていることを特
徴とする建築用横架材。
2. The architectural horizontal member according to claim 1, wherein the reinforcing member is provided on a side surface of the main body portion inside the notch portion and extends over upper and lower ends of the side surface. Building horizontal material.
【請求項3】 請求項1または2記載の建築用横架材に
おいて、 前記補強部材が、前記角部を含む切り欠き部に沿って設
けられていることを特徴とする建築用横架材。
3. The building transverse member according to claim 1, wherein the reinforcing member is provided along a notch portion including the corner portion.
【請求項4】 請求項1〜3のいずれかに記載の建築用
横架材において、 前記補強部材は、合板であることを特徴とする建築用横
架材。
4. The building transverse member according to claim 1, wherein the reinforcing member is a plywood.
【請求項5】 縦横の框材を矩形枠状に組むことにより
なる枠体を備えたパネルにおいて、 前記縦框材は請求項1〜4のいずれかに記載の建築用横
架材であり、 前記横框材は、前記縦框材である建築用横架材の端部で
且つ前記切り欠き部より上部分に接合されていることを
特徴とするパネル。
5. A panel provided with a frame formed by assembling vertical and horizontal frame members into a rectangular frame shape, wherein the vertical frame member is the building horizontal member according to any one of claims 1 to 4, The panel is characterized in that the horizontal frame material is joined to an end of the building horizontal frame material, which is the vertical frame material, and to a portion above the cutout portion.
JP2000199103A 2000-06-30 2000-06-30 Horizontal member for building and panel provided with the same Expired - Fee Related JP4456233B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000199103A JP4456233B2 (en) 2000-06-30 2000-06-30 Horizontal member for building and panel provided with the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000199103A JP4456233B2 (en) 2000-06-30 2000-06-30 Horizontal member for building and panel provided with the same

Publications (2)

Publication Number Publication Date
JP2002013234A true JP2002013234A (en) 2002-01-18
JP4456233B2 JP4456233B2 (en) 2010-04-28

Family

ID=18697166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000199103A Expired - Fee Related JP4456233B2 (en) 2000-06-30 2000-06-30 Horizontal member for building and panel provided with the same

Country Status (1)

Country Link
JP (1) JP4456233B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010070959A (en) * 2008-09-17 2010-04-02 Sekisui Chem Co Ltd Reinforced structure of floor panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010070959A (en) * 2008-09-17 2010-04-02 Sekisui Chem Co Ltd Reinforced structure of floor panel

Also Published As

Publication number Publication date
JP4456233B2 (en) 2010-04-28

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