JP3073456U - Wooden building wall panel - Google Patents

Wooden building wall panel

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Publication number
JP3073456U
JP3073456U JP2000003433U JP2000003433U JP3073456U JP 3073456 U JP3073456 U JP 3073456U JP 2000003433 U JP2000003433 U JP 2000003433U JP 2000003433 U JP2000003433 U JP 2000003433U JP 3073456 U JP3073456 U JP 3073456U
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Japan
Prior art keywords
panel
base
wall
hole
fixed
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JP2000003433U
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Japanese (ja)
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博史 溝江
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博史 溝江
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Abstract

(57)【要約】 (修正有) 【課題】 枠材の反りや曲がりを防止すると共に構造耐
力上から有利にしながら簡単な構造で所定の構造上強度
を得る。 【解決手段】 間柱1cを枠材1aの幅方向中央位置に
配置することにより、該枠材1aの反りや曲がりを防止
できると共に、耐力が直接に土台B、胴差しC、梁Dな
どに伝わり、これらパネル本体1と柱2とからなる壁パ
ネルPを、その柱2相互が直接当接しないように同じ向
きで並べて連結固定することにより、パネル本体Pと柱
2が交互に配置されて一体化される。
(57) [Summary] (With correction) [PROBLEMS] To obtain a predetermined structural strength with a simple structure while preventing warpage and bending of a frame material and advantageous from structural strength. SOLUTION: By disposing a stud 1c at a center position in the width direction of a frame member 1a, warpage and bending of the frame member 1a can be prevented, and the proof stress is directly transmitted to a base B, a trunk C, a beam D and the like. By arranging and connecting and fixing the wall panels P composed of the panel main body 1 and the columns 2 in the same direction so that the columns 2 do not directly contact each other, the panel main bodies P and the columns 2 are alternately arranged and integrated. Be transformed into

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、木造建築物の側壁に用いられる木造建築物用壁パネル、詳しくは土 台の上に、所定モジュールに形成された複数枚の壁パネルを並列状に立てて固定 することにより、木造建築物の側壁を構成するものに関する。 The present invention relates to a wooden building wall panel used for the side wall of a wooden building, and more specifically, a plurality of wall panels formed in a predetermined module are fixed in parallel on a base, so that the wooden building is fixed. It relates to what constitutes the side wall of a building.

【0002】[0002]

【従来の技術】[Prior art]

従来、この種の木造建築物用壁パネルとして、例えば実開昭62−38308 号公報に開示される如く、土台の下部横架材と、この下部横架材上に所定間隔を 開けて立てられた2本の柱と、これら柱の上面に亙って載置される上部横架材と で、壁パネルの外側寸法に合った枠を組み立て、特に柱を下部横架材に立てる時 に壁パネルを柱に挟持させ、上部横架材を柱に載置することにより、該壁パネル の外側面が上記柱及び上下横架材と密着するように挟持させ、その後、前記柱の 内側より釘などのを用いて固定するものがある。 前記柱の間隔が所定モジュールより広い幅寸法の場合には、壁パネルの幅方向 中間位置に太い縦桟を設けて固定している。 Conventionally, as a wall panel for a wooden building of this type, for example, as disclosed in Japanese Utility Model Application Laid-Open No. 38308/1987, a lower horizontal member of a base and a predetermined horizontal space are provided on the lower horizontal member. The two pillars and the upper cross member placed over the upper surfaces of these pillars are used to assemble a frame suitable for the outer dimensions of the wall panel, and particularly when the columns are erected on the lower cross member. The panel is sandwiched between pillars, and the upper horizontal member is placed on the pillar, whereby the outer surface of the wall panel is sandwiched so as to be in close contact with the pillar and the upper and lower horizontal members, and then the nail is inserted from the inside of the pillar. Some are fixed using such as. When the interval between the columns is wider than a predetermined module, a thick vertical bar is provided and fixed at an intermediate position in the width direction of the wall panel.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the invention]

しかし乍ら、このような従来の木造建築物用壁パネルでは、土台の横架材に対 して柱単体を垂直に立てて保持するため、横架材にはホゾ穴を加工し、柱にはホ ゾを加工して軸組を組み立てなければならず、その加工及び組み立て作業に手間 と時間が必要になるという問題がある。 また、柱の間隔が所定モジュールより広い幅寸法の場合には、所定の構造耐力 を得るために特別な太い縦桟が必要になるという問題もある。 However, in such a conventional wooden building wall panel, a tenon hole is machined in the horizontal member so as to hold the column alone vertically with respect to the horizontal member of the base. Has to process the tenon to assemble the framing, which requires a lot of time and labor for processing and assembling. Further, when the width of the columns is wider than the predetermined module, there is a problem that a special thick vertical rail is required to obtain a predetermined structural strength.

【0004】 本考案のうち請求項1記載の考案は、枠材の反りや曲がりを防止すると共に構 造耐力上から有利にしながら簡単な構造で所定の構造上強度を得ることを目的と したものである。 請求項2記載の考案は、請求項1に記載の考案の目的に加えて、柱と土台の横 架材にホゾ穴やホゾが加工されなくても、土台に対して壁パネルを強固に連結保 持することを目的としたものである。[0004] The invention of claim 1 of the present invention aims at preventing a warp or bending of a frame material and obtaining a predetermined structural strength with a simple structure while making it advantageous from the viewpoint of structural strength. It is. In addition to the object of the invention described in claim 1, the invention according to claim 2 furthermore strongly connects the wall panel to the base even if the mortise or mortise is not formed in the pillar and the base transverse member. It is intended to be retained.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

前述した目的を達成するために、本考案のうち請求項1記載の考案は、壁パネ ルが、四角板状のパネル本体と、このパネル本体の一側面に連結固定された柱と からなり、これら壁パネルをその柱相互が直接当接しないように同じ向きで並べ て連結固定すると共に、上記パネル本体が、四角形に枠組みされた枠材と、この 枠材の厚さ方向中央に挟み込んで固定した合板と、上記枠材の幅方向中央位置に 上下に亙って固定された間柱とを備えたことを特徴とするものである。 請求項2記載の考案は、請求項1記載の考案の構成に、前記パネル本体と、そ れの少なくとも上下どちらか一方に接する横架材とに亙って、外部へ連通する貫 通孔を開穿し、パネル本体の貫通孔と、土台に開穿された貫通孔に亙ってホール ダウン金物の座金付きボルトを挿通させ、土台から突出した座金付きボルトの上 端を、パネル本体の枠材に固定された引き寄せパイプに挿通してナット締めした 構成を加えたことを特徴とする。 In order to achieve the above-mentioned object, according to the present invention, a wall panel includes a rectangular panel-shaped panel main body and a pillar connected and fixed to one side of the panel main body. These wall panels are aligned and fixed in the same direction so that the pillars do not directly contact each other, and the panel body is fixed by sandwiching it in the center of the frame in the thickness direction of a square frame. And a stud vertically fixed at the center in the width direction of the frame material. According to a second aspect of the present invention, in the configuration of the first aspect, a through hole communicating with the outside is provided over the panel body and at least one of the upper and lower cross members thereof. After drilling, a bolt with a washer of hole-down hardware is inserted through the through hole of the panel body and the through hole formed in the base, and the upper end of the bolt with the washer protruding from the base is fixed to the frame of the panel body. It is characterized in that it is inserted into a pulling pipe fixed to the material and tightened with nuts.

【0006】[0006]

【作用】[Action]

請求項1の考案は、間柱を枠材の幅方向中央位置に配置することにより、該枠 材の反りや曲がりを防止できると共に、耐力が直接に土台、胴差し、梁などに伝 わり、これらパネル本体と柱とからなる壁パネルを、その柱相互が直接当接しな いように同じ向きで並べて連結固定することにより、パネル本体と柱が交互に配 置されて一体化されるものである。 請求項2の考案は、請求項1記載の構成に対して、前記パネル本体と、それの 少なくとも上下どちらか一方に接する横架材とに亙って、外部へ連通する貫通孔 を開穿し、パネル本体の貫通孔と、土台に開穿された貫通孔に亙ってホールダウ ン金物の座金付きボルトを挿通させ、土台から突出した座金付きボルトの上端を 、パネル本体の枠材に固定された引き寄せパイプに挿通してナット締めした構成 を追加したので、土台から突出した座金付きボルトの上端を、引き寄せパイプに 挿通してナット締めすることにより、土台とパネル本体が引き寄せられて直角に 緊結される。 By arranging the studs at the center in the width direction of the frame material, the invention of claim 1 can prevent the frame material from being warped or bent, and the proof stress is directly transmitted to the base, the trunk, the beam, and the like. By lining and fixing the wall panels consisting of the panel body and the pillars in the same direction so that the pillars do not directly contact each other, the panel body and the pillars are alternately arranged and integrated. . According to a second aspect of the present invention, in the configuration of the first aspect, a through hole communicating with the outside is formed in the panel main body and at least one of the upper and lower cross members thereof. Then, a bolt with a washer of a hold-down hardware is inserted through the through hole of the panel body and the through hole formed in the base, and the upper end of the bolt with the washer projecting from the base is fixed to the frame material of the panel body. The upper end of the bolt with a washer that protrudes from the base is inserted into the draw pipe and tightened with the nut. Is done.

【0007】[0007]

【考案の実施の形態】[Embodiment of the invention]

以下、本考案の実施例を図面に基づいて説明する。 この実施例は、図3〜図9に示す如く木造建築物が二階建てであり、基礎Aの 上に土台Bを構成する木製の横架材が載置固定され、この土台Bの上に一階外側 壁用の壁パネルP…を並列状に立てて固定すると共に、これら壁パネルP…の上 に胴差しCを構成する木製の横架材が載置固定され、この胴差しCの上に二階外 側壁用の壁パネルP…を並列状に立てて固定し、これら壁パネルP…の上に梁D を構成する木製の横架材が載置固定され、その上に屋根Eが作られるものである 。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. In this embodiment, as shown in FIGS. 3 to 9, a wooden building has a two-story structure, and a wooden horizontal member constituting a base B is placed and fixed on a foundation A. Wall panels P for the outside floors are fixed in a standing state in parallel, and a wooden horizontal member constituting the barrel C is placed and fixed on the wall panels P. A wall panel P for the second-floor outer side wall is erected and fixed in a side-by-side manner, and a wooden horizontal member constituting the beam D is placed and fixed on the wall panel P, and a roof E is formed thereon. It is something that can be done.

【0008】 上記壁パネルPは、図1及び図2に示す如く四角板状のパネル本体1と、この パネル本体1の一側面に連結固定された柱2とから構成し、これら両者は、相互 を釘などで連結することにより、外形寸法が所定モジュール、例えば幅寸法を10 00mm、高さ寸法を2730mmに形成される。As shown in FIGS. 1 and 2, the wall panel P includes a rectangular plate-shaped panel main body 1 and a column 2 fixedly connected to one side surface of the panel main body 1. Are connected to each other with nails or the like, so that the external dimensions are formed into a predetermined module, for example, a width dimension of 1000 mm and a height dimension of 2730 mm.

【0009】 パネル本体1は、四角形に枠組みされた枠材1aと、この枠材1aの厚さ方向 中央に挟み込んで釘や接着剤などにより固定された例えばベニヤなどの合板1b と、上記枠材1aの上下に亙って釘や接着剤などにより固定された間柱1cと、 この間柱1cの上部位置に横架した天井パネル(図示せず)を取り付けるための 横桟1dと、上記合板1bに沿って室内側に取り付けられる断熱材1eとから構成 される。The panel body 1 includes a frame member 1a framed in a quadrangular shape, a plywood 1b such as veneer sandwiched at the center in the thickness direction of the frame member 1a and fixed with a nail or an adhesive, and the like. A stud 1c fixed by nails or an adhesive over the upper and lower sides of the stud 1a, a horizontal bar 1d for mounting a ceiling panel (not shown) suspended above the stud 1c, and a plywood 1b. Along with a heat insulating material 1e attached to the indoor side.

【0010】 上記間柱1cは、枠材1aの幅方向中央位置に配置することにより、該枠材 1aの反りや曲がりを防止できると共に、耐力が直接に土台B、胴差しC、梁D などに伝わって構造耐力上からも有利であると共に、筋違も入れ易くなる。By disposing the stud 1c at the center of the frame 1a in the width direction, it is possible to prevent the frame 1a from being warped or bent and to have a proof strength directly on the base B, the trunk C, the beam D and the like. As a result, it is advantageous from the viewpoint of structural strength, and it is easy to make a bracing.

【0011】 更に、上記パネル本体1の枠材1a、合板1b、間柱1c、横桟1d、断熱材 1eの取り付け作業や、上記パネル本体1と柱2の連結作業は、工場で行って製品 化することにより、製品の均一化して品質不良の問題を防ぎ、作業の効率化も図 れる。Further, the work of attaching the frame material 1a, the plywood 1b, the stud 1c, the cross beam 1d, and the heat insulating material 1e of the panel body 1 and the work of connecting the panel body 1 and the pillar 2 are performed in a factory to commercialize the panel body By doing so, the products can be made uniform and the problem of quality defects can be prevented, and work efficiency can be improved.

【0012】 また、上記パネル本体1と、その上下両端に接する土台Bや胴差しCか又は梁 Dを構成する横架材には、これらに亙って貫通孔3を上下方向へ開穿することに より、該貫通孔3を通ってパネル本体1の内外が換気され、パネル本体1内に溜 まった湿気が外に放出される。 そして、少なくともパネル本体1の貫通孔3a内にメッシュ状のパイプを挿通 させることにより、該メッシュ状パイプの中を電気配線の挿通スペースとしても 利用可能となる。 特に本実施例の場合には、図1及び図2に示す如く上記貫通孔3とは別に補助 通気孔3′を、パネル本体1の枠材1a及び横桟1dから土台Bや胴差しCか又 は梁Dに亙って上下方向へ略一直線状に貫通開穿している。In addition, a through hole 3 is vertically formed in the panel body 1 and a base B, a trunk C or a beam D which is in contact with upper and lower ends thereof. Thereby, the inside and outside of the panel main body 1 are ventilated through the through holes 3, and the moisture accumulated in the panel main body 1 is released to the outside. By inserting a mesh pipe at least into the through hole 3a of the panel main body 1, the inside of the mesh pipe can also be used as an insertion space for electric wiring. In particular, in the case of the present embodiment, as shown in FIGS. 1 and 2, an auxiliary ventilation hole 3 ′ is formed separately from the through hole 3 through the frame 1 a of the panel main body 1 and the cross bar 1 d to the base B or the trunk C. Alternatively, a through hole is formed substantially linearly in the vertical direction over the beam D.

【0013】 次に、斯かる壁パネルPを用いた二階建て木造建築物の組立手順について説明 する。 先ず、図3に示す如く木造建築物の基礎Aを作り、その後、上記基礎Aの上面 には、図1に示す如く基礎パッキンA1を介して土台Bが載置固定される。 この土台Bを構成する木製の横架材には、大引B1…が取り付けられ、これら 大引B1…の間上に複数の床パネルB2…を落とし込んで一階の床が作られる。 また、上記土台Bの横架材には、図1に示す如くその後行程で取り付けられる パネル本体1の貫通孔3aと対応する位置に貫通孔3bが、予め工場にて開穿さ れている。Next, a procedure for assembling a two-story wooden building using the wall panel P will be described. First, a foundation A of a wooden building is made as shown in FIG. 3, and then a base B is mounted and fixed on the upper surface of the foundation A via a foundation packing A1 as shown in FIG. On the wooden horizontal members constituting the base B, a large-scale floor B1 is attached, and a plurality of floor panels B2 are dropped between the large-scale floors B1 to form a floor on the first floor. In the horizontal member of the base B, as shown in FIG. 1, a through hole 3b is previously drilled at a position corresponding to the through hole 3a of the panel main body 1 to be attached in a subsequent process.

【0014】 その後、上記土台Bの横架材の上には、図5に示す如く複数枚の壁パネルP… を並列状に立てるが、先ず一枚目の壁パネルPを、そのパネル本体1の断熱材1e が図2に示す如く室内へ向き、しかもそれの柱2が土台Bの基準コーナー位置B 3…のどれか1つの上に位置決めした後に、該土台Bの横架材に対して枠材1a の下端部を釘により固定し、柱2の下端部を図1に示す如く後述する接合金物4 で緊結する。 二枚目以降の壁パネルP…は、夫々の柱2…が相互に直接当接しないように同 じ向きにした状態で前記土台Bの上をスライドさせ、既に基準コーナー位置B3 に固定された壁パネルPに順次当接させることにより、各パネル本体1と各柱2 が平面から見て例えば反時計回り方向へ交互に並べられ、これらパネルP…を相 互に釘で連結して一体化すると同時に、土台Bの横架材に対して各枠材1aの下 端部を釘により固定し、各柱2の下端部を後述する接合金物4で緊結する。 その際、予め工場にて所定枚数の壁パネルP…を並べて、搬送可能な大きさ範 囲内、例えば4枚連結し、この連結された壁パネルP…を現場へ搬送して、これ らを土台Bの上に一度に立てて固定すれば、組立る手間も省ける。After that, as shown in FIG. 5, a plurality of wall panels P are erected in parallel on the horizontal member of the base B. First, the first wall panel P is attached to the panel body 1. After the heat insulating material 1e of the base B is positioned on one of the reference corner positions B 3... Of the base B, as shown in FIG. The lower end of the frame member 1a is fixed with a nail, and the lower end of the column 2 is fastened with a metal fitting 4 described later as shown in FIG. The second and subsequent wall panels P are slid on the base B in a state where the columns 2 are in the same direction so that they do not directly contact each other, and are already fixed at the reference corner position B3. By sequentially contacting the wall panels P, the panel bodies 1 and the columns 2 are alternately arranged in, for example, a counterclockwise direction when viewed from a plane, and these panels P are connected to each other by nails and integrated. At the same time, the lower end of each frame 1a is fixed to the horizontal member of the base B with a nail, and the lower end of each column 2 is fastened with a joint metal 4 described later. At this time, a predetermined number of wall panels P are arranged in advance in a factory, and four wall panels P are connected within a transportable size range, for example, four, and the connected wall panels P are transported to a site, and these are mounted on a base. If it is fixed on B at a time, assembly work can be saved.

【0015】 更に、柱2の下端部を土台Bに緊結するための接合金物4としては、本実施例 の場合、例えば図1に示す如く各柱2…の下端部側面から土台Bの横架材に亙っ て、略Y字形の板状金物4aを使用してしている。 特に、少なくとも土台Bの基準コーナー位置B3…などの主要部に配置される 壁パネルP…には、土台Bを下方から貫通させた座金付きボルトと、パネル本体 1の枠材1aに固定された引き寄せパイプとからなるホールダウン金物4bを使 用し、上記土台Bから突出した座金付きボルトの上端を、引き寄せパイプに挿通 してナット締めすることにより、土台Bを上方へ引き寄せて直角に緊結する。Further, in the case of the present embodiment, for example, as shown in FIG. 1, the joining metal member 4 for fastening the lower end portion of the column 2 to the base B is, as shown in FIG. A substantially Y-shaped metal plate 4a is used for the material. In particular, the wall panels P arranged at least in the main parts such as the reference corner positions B3 of the base B are fixed to the bolts with washers that penetrate the base B from below and the frame member 1a of the panel body 1. By using the hole-down hardware 4b consisting of a drawing pipe and inserting the upper end of the bolt with washer protruding from the base B into the drawing pipe and tightening the nut, the base B is pulled upward and tightened at a right angle. .

【0016】 その結果、柱2…と土台Bの横架材にホゾ穴やホゾが加工されなくても、土台 Bに対して壁パネルP…を強固に連結保持でき、しかも柱2が、図6に示す如く 各パネル本体1を挟んで所定間隔毎に配置されると共に、土台Bの基準コーナー 位置B3…上に必ず配置されるから、簡単な構造で所定の構造上強度を得られる 。 また、各パネル本体1の貫通孔3aと、土台Bに開穿された貫通孔3bが図1 に示す如く夫々連通し、これら貫通孔3a,3bを通って各壁パネルPの内外が 換気されることにより、該壁パネルP内に溜まった湿気が外に放出されると共に 、貫通孔3a,3bが電気配線の挿通スペースとしても利用可能となる。 特に本実施例のように、パネル本体1の貫通孔3aと、土台Bに開穿された貫 通孔3bに亙って前記ホールダウン金物4bの座金付きボルトを挿通させた場合 には、これらが閉鎖されてしまうため、補助通気孔3′を通って各壁パネルPの 内外が換気される。As a result, the wall panel P can be firmly connected to and held by the base B even when the mortise or mortise is not formed in the horizontal member of the base 2 and the base B. As shown in FIG. 6, the panels are arranged at predetermined intervals with each panel body 1 interposed therebetween, and are always disposed on the reference corner positions B3... Of the base B, so that a predetermined structural strength can be obtained with a simple structure. A through hole 3a of each panel body 1 and a through hole 3b formed in the base B communicate with each other as shown in FIG. 1, and the inside and outside of each wall panel P are ventilated through these through holes 3a and 3b. Accordingly, the moisture accumulated in the wall panel P is released to the outside, and the through holes 3a and 3b can be used as a space for inserting electric wiring. In particular, when the bolt with the washer of the hole-down metal fitting 4b is inserted through the through hole 3a of the panel main body 1 and the through hole 3b formed in the base B as in this embodiment, Is closed, so that the inside and outside of each wall panel P is ventilated through the auxiliary ventilation hole 3 '.

【0017】 上述した作業が終了すると、平面から見て反時計回り方向へ並べられた壁パネ ルP…によって一階の外側壁が完成し、その後は、これら一階の外側壁を構成す る壁パネルP…の上に、図6に示す如く胴差しCが載置され、この胴差しCを構 成する木製の横架材と上記枠材1aの上端部とを釘により固定し、柱2の上端部 を前記接合金物4で緊結する。 この胴差しCを構成する木製の横架材にも、上述した土台Bと同様に、図1に 示す如く前記パネル本体1の貫通孔3aと対応する位置に貫通孔3bが、予め工 場にて開穿されている。 上記胴差しCに柱2の上端部を緊結するための接合金物4としては、図示例の 場合、例えば図1に示す如く各柱2…の上端部側面から胴差しCの横架材に亙っ て、略V字形の板状金物4cを使用している。 この段階で、二階の床パネルC1が落とし込まれて二階の床が作られると共に 、各パネル本体1の横桟1dに天井パネル(図示せず)が取り付けられる。When the above operation is completed, the outer walls of the first floor are completed by the wall panels P arranged in a counterclockwise direction when viewed from above, and thereafter, the outer walls of the first floor are formed. As shown in FIG. 6, a girder C is placed on the wall panel P. The wooden horizontal member constituting the girder C and the upper end of the frame 1a are fixed with nails. The upper end of 2 is fastened with the joint hardware 4. Similarly to the base B described above, a through-hole 3b corresponding to the through-hole 3a of the panel main body 1 is also provided to the wooden horizontal member constituting the girth C, as shown in FIG. It is opened. In the case of the illustrated example, for example, as shown in FIG. 1, the joining hardware 4 for fastening the upper end of the column 2 to the above-mentioned column C extends from the side of the upper end of each column 2. Therefore, a substantially V-shaped metal plate 4c is used. At this stage, the second-floor floor panel C1 is dropped to form a second-floor floor, and a ceiling panel (not shown) is attached to the horizontal rail 1d of each panel body 1.

【0018】 そして、前記胴差しCの上には、図7に示す如く一階の外側壁と同様に壁パネ ルP…が、平面から見て反時計回り方向へ並べられ、これら壁パネルP…を相互 に釘で連結すると同時に、胴差しCの横架材に対して各枠材1aの下端部を釘に より固定し、各柱2の下端部を図1に示す如く例えば略V字形の板状金物4cな どの接合金物4で緊結することにより、二階の外側壁が完成する。 その後は、これら二階の外側壁を構成する壁パネルP…の上に、梁Dが載置さ れ、この梁Dを構成する木製の横架材と上記枠材1aの上端部とを釘により固定 し、柱2の上端部を接合金物(図示せず)で緊結する。 この梁Dを構成する木製の横架材にも、上述した土台Bや胴差しCと同様に、 前記パネル本体1の貫通孔3aと対応する位置に貫通孔(図示せず)が、予め工 場にて開穿されることにより、該梁Dの貫通孔から二階の壁パネルPの貫通孔3 a、胴差しCの貫通孔3b及び一階の壁パネルPの貫通孔3aを通って、土台B の貫通孔3bまでが一直線上に連通するようにしている。As shown in FIG. 7, on the girth C, wall panels P are arranged in a counterclockwise direction as viewed from a plane, similarly to the outer wall on the first floor. Are connected to each other by nails, and at the same time, the lower ends of the frame members 1a are fixed to the horizontal members of the trunk C by nails, and the lower ends of the columns 2 are, for example, substantially V-shaped as shown in FIG. The outer wall of the second floor is completed by binding with the joint hardware 4 such as the metal plate 4c. Thereafter, a beam D is placed on the wall panel P constituting the outer wall of the second floor, and the wooden horizontal member constituting the beam D and the upper end of the frame member 1a are nailed. After fixing, the upper end of the column 2 is fastened with a joint hardware (not shown). Similarly to the base B and the trunk C described above, a through-hole (not shown) is formed in a position corresponding to the through-hole 3a of the panel main body 1 also in the wooden horizontal member constituting the beam D. By being drilled in place, the beam D passes through the through hole 3a of the second-floor wall panel P, the through hole 3b of the girth C, and the through hole 3a of the first-floor wall panel P, The through hole 3b of the base B 1 communicates on a straight line.

【0019】 更に、前記梁Dの上には、図8に示す如く垂木E1を介して屋根パネルE2が 落とし込まれて屋根Eが作られ、最後に図9に示す如く一階の壁パネルP…の外 側及び二階の壁パネルPの外側に外装材Fが取り付けられて完成する。Further, a roof panel E2 is dropped on the beam D via a rafter E1 as shown in FIG. 8 to form a roof E. Finally, as shown in FIG. ... and the exterior material F is attached to the outside of the second-floor wall panel P to complete the process.

【0020】 尚、前示実施例では、木造建築物が二階建てである場合を示したが、これに限 定されず、平屋建てや三階建てであっても同様である。In the above-described embodiment, the case where the wooden building is a two-story building is shown, but the present invention is not limited to this, and the same applies to a one-story building or a three-story building.

【0021】[0021]

【考案の効果】[Effect of the invention]

以上説明したように、本考案のうち請求項1記載の考案は、間柱を枠材の幅方 向中央位置に配置することにより、該枠材の反りや曲がりを防止できると共に、 耐力が直接に土台、胴差し、梁などに伝わり、これらパネル本体と柱とからなる 壁パネルを、その柱相互が直接当接しないように同じ向きで並べて連結固定する ことにより、パネル本体と柱が交互に配置されて一体化されるので、枠材の反り や曲がりを防止すると共に構造耐力上から有利にしながら簡単な構造で所定の構 造上強度を得られる。 従って、土台の横架材に対して柱単体を垂直に立てて連結保持するために、横 架材にはホゾ穴を加工し、柱にはホゾを加工して軸組を組み立てる従来のものに 比べ、必要に応じて壁パネルを土台に釘により固定すると共に柱を接合金物で緊 結すれば、ホゾ穴やホゾが加工されなくても柱を垂直に連結保持でき、ホゾ穴や ホゾの加工作業及び組み立ての手間と時間が省ける。 また、柱の間隔が所定モジュールより広い幅寸法の場合には、所定の構造耐力 を得るために特別な太い縦桟が必要になる従来のものに比べ、特別な太い縦桟も いらず、在庫管理上からも便利である。 As described above, according to the first aspect of the present invention, by arranging the studs at the center in the width direction of the frame material, the frame material can be prevented from being warped or bent, and the proof strength can be reduced directly. The panel panels and columns are arranged alternately by connecting and fixing the wall panels consisting of these panel bodies and columns in the same direction so that the columns do not directly contact each other. As a result, it is possible to obtain a predetermined structural strength with a simple structure while preventing warpage and bending of the frame material and advantageous in terms of structural strength. Therefore, in order to assemble and hold the pillars vertically with respect to the horizontal members on the base, mortise holes are machined on the horizontal members, and mortises are machined on the columns to assemble the frame. In contrast, if necessary, the wall panel can be fixed to the base with nails and the pillars can be connected with metal fittings, so that the pillars can be connected and held vertically even if the mortises and mortises are not machined. The labor and time for work and assembly can be saved. In addition, when the spacing between the columns is wider than the specified module, there is no special thick vertical bar compared to the conventional type, which requires a special thick vertical bar to obtain the specified structural strength. It is convenient from the point of management.

【0022】 請求項2の考案は、請求項1の考案の効果に加えて、土台から突出した座金付 きボルトの上端を、引き寄せパイプに挿通してナット締めすることにより、土台 とパネル本体が引き寄せられて直角に緊結されるので、柱と土台の横架材にホゾ 穴やホゾが加工されなくても、土台に対して壁パネルを強固に連結保持できる。According to the invention of claim 2, in addition to the effect of the invention of claim 1, by inserting the upper end of the bolt with washer protruding from the base into the drawing pipe and tightening the nut, the base and the panel body are connected. Because it is drawn and tied at a right angle, the wall panel can be firmly connected to the base and held even if mortises or mortises are not formed in the column and base horizontal members.

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

【図1】 本考案の一実施例を示す木造建築物用壁パネ
ルが取り付けた状態の部分的な正面図である。
FIG. 1 is a partial front view of an embodiment of the present invention with a wooden building wall panel attached.

【図2】 同部分的な横断平面図である。FIG. 2 is a partial cross-sectional plan view of the same.

【図3】 本考案の壁パネルを用いた二階建て木造建築
物の組立手順において基礎を作った状態を示す斜視図で
ある。
FIG. 3 is a perspective view showing a state where a foundation is made in an assembling procedure of a two-story wooden building using the wall panel of the present invention.

【図4】 基礎の上に土台を固定して床を作る段階を示
す斜視図である。
FIG. 4 is a perspective view showing a stage of making a floor by fixing a base on a foundation.

【図5】 土台の上に一階の壁パネルを立てた段階を示
す斜視図である。
FIG. 5 is a perspective view showing a stage where a first-floor wall panel is erected on a base.

【図6】 一階の壁パネルの上に胴差しを載置固定した
段階を示す斜視図である。
FIG. 6 is a perspective view showing a stage in which a trunk is placed and fixed on a wall panel on the first floor.

【図7】 胴差しの上に二階の壁パネルを立て、その上
に梁を載置固定した段階を示す斜視図である。
FIG. 7 is a perspective view showing a stage where a second-floor wall panel is erected on the girth and a beam is placed and fixed thereon.

【図8】 梁の上に屋根を作る段階を示す斜視図であ
る。
FIG. 8 is a perspective view showing a stage of forming a roof on a beam.

【図9】 完成状態の斜視図である。FIG. 9 is a perspective view of a completed state.

【符号の説明】[Explanation of symbols]

B 土台、横架材 C 横架材(土
台) P 壁パネル 1 パネル本体 1a 枠材 1b 合板 1c 間柱 2 柱 3,3a,3b 貫通孔 4b ホールダウ
ン金物
B Base, horizontal material C Horizontal material (base) P Wall panel 1 Panel body 1a Frame material 1b Plywood 1c Stud 2 Pillar 3, 3a, 3b Through hole 4b Hole down hardware

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI E04B 2/56 605 E04B 2/56 605E 611 611C 621 621A 621H 632 632B 632D 632H 632J 641 641G 644 644H 2/00 E04C 2/46 J E ────────────────────────────────────────────────── ─── front page continued (51) Int.Cl. 7 identifications FI E04B 2/56 605 E04B 2/56 605E 611 611C 621 621A 621H 632 632B 632D 632H 632J 641 641G 644 644H 2/00 E04C 2/46 J E

Claims (2)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 土台(B)の上に、所定モジュールに形
成された複数枚の壁パネル(P)を並列状に立てて固定
することにより、木造建築物の側壁を構成する木造建築
物用壁パネルにおいて、前記壁パネル(P)が、四角板
状のパネル本体(1)と、このパネル本体(1)の一側
面に連結固定された柱(2)とからなり、これら壁パネ
ル(P)をその柱(2)相互が直接当接しないように同
じ向きで並べて連結固定すると共に、上記パネル本体
(1)が、四角形に枠組みされた枠材(1a)と、この
枠材(1a)の厚さ方向中央に挟み込んで固定した合板
(1b)と、上記枠材(1a)の幅方向中央位置に上下
に亙って固定された間柱(1c)とを備えたことを特徴
とする木造建築物用壁パネル。
1. A wooden building for forming a side wall of a wooden building by fixing a plurality of wall panels (P) formed in a predetermined module in parallel on a base (B). In the wall panel, the wall panel (P) includes a square plate-shaped panel main body (1) and a column (2) fixedly connected to one side of the panel main body (1). ) Are arranged and connected and fixed in the same direction so that the columns (2) do not directly contact each other, and the panel body (1) has a frame member (1a) framed in a quadrangular shape and this frame member (1a). A plywood (1b) sandwiched and fixed at the center in the thickness direction of the slab, and a stud (1c) fixed vertically at the center of the frame material (1a) in the width direction. Building wall panels.
【請求項2】 前記パネル本体(1)と、それの少なく
とも上下どちらか一方に接する横架材(B,C)とに亙
って、外部へ連通する貫通孔(3)を開穿し、パネル本
体(1)の貫通孔(3a)と、土台(B)に開穿された
貫通孔(3b)に亙ってホールダウン金物(4b)の座
金付きボルトを挿通させ、土台(B)から突出した座金
付きボルトの上端を、パネル本体(1)の枠材(1a)
に固定された引き寄せパイプに挿通してナット締めした
請求項1記載の木造建築物用壁パネル。
2. A through hole (3) communicating with the outside is formed in said panel body (1) and in a transverse member (B, C) in contact with at least one of upper and lower sides thereof. A bolt with a washer of a hole-down hardware (4b) is inserted through the through hole (3a) of the panel body (1) and the through hole (3b) formed in the base (B), and from the base (B). The upper end of the protruding bolt with washer is connected to the frame material (1a) of the panel body (1).
The wall panel for a wooden building according to claim 1, wherein the wall panel is inserted into a drawing pipe fixed to the wall and fastened with a nut.
JP2000003433U 2000-05-23 2000-05-23 Wooden building wall panel Expired - Fee Related JP3073456U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000003433U JP3073456U (en) 2000-05-23 2000-05-23 Wooden building wall panel

Publications (1)

Publication Number Publication Date
JP3073456U true JP3073456U (en) 2000-11-30

Family

ID=43206679

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3073456U (en)

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