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JP4137763B2 - Wall panel construction method for wooden houses - Google Patents
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JP4137763B2 - Wall panel construction method for wooden houses - Google Patents

Wall panel construction method for wooden houses Download PDF

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JP4137763B2
JP4137763B2 JP2003364635A JP2003364635A JP4137763B2 JP 4137763 B2 JP4137763 B2 JP 4137763B2 JP 2003364635 A JP2003364635 A JP 2003364635A JP 2003364635 A JP2003364635 A JP 2003364635A JP 4137763 B2 JP4137763 B2 JP 4137763B2
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wall panel
column
construction method
wall
panel
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JP2005127045A (en
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雅也 林
毅志 原
吉明 深井
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Sekisui House Ltd
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Sekisui House Ltd
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Description

本発明は、木造家屋の壁部構造体を予め工場でパネル化した後、その壁パネルを現場にて建て込む壁パネル工法に関する。   The present invention relates to a wall panel method for building a wall structure of a wooden house in a factory in advance and then building the wall panel on site.

従来より、木造家屋の施工分野においては、在来の軸組工法やツーバイフォー工法が主流であったが、近年では、部材加工の合理化や現場施工の省力化を図るため、壁や床などの「面」を構成する構造体を予め工場でパネル化し、そのパネルを現場で組み立てる工法が主流になりつつある。例えば特許文献1には、家屋の壁や床、屋根を構成するパネル体を所定数のグループ毎に規格化するとともに、家屋を構成する空間の形状や大きさも所定数の空間ユニットに規格化し、各パネル体と空間ユニットの組み合わせパターンを予め複数設定して、パネル体の組み合わせからなる空間ユニットを複数組み合わせることにより家屋を形成する施工方法が記載されている。   Conventionally, in the construction field of wooden houses, the conventional frame construction method and the two-by-four method have been the mainstream. A construction method in which the structure constituting the “surface” is made into a panel in a factory in advance and the panel is assembled on site is becoming mainstream. For example, Patent Document 1 standardizes a panel body constituting a wall, floor, and roof of a house for each predetermined number of groups, and also normalizes the shape and size of the space constituting the house into a predetermined number of space units, A construction method is described in which a plurality of combination patterns of each panel body and space unit are set in advance, and a house is formed by combining a plurality of space units composed of combinations of panel bodies.

上記文献では、外壁部分の構造材や軸部材と外壁材及び開口部を一体に取り付け、軸部材である柱に設けられた連結金具に係合する係合部を梁材の端面に設けた大型の壁パネルを構成し、この壁パネルを予め工場で組み立てた後、施工現場で各々連結して外壁部分を形成する施工方法が提案されている。
特開2002−21181号公報
In the above-mentioned document, the structural material or shaft member of the outer wall part and the outer wall material and the opening are integrally attached, and a large-sized member is provided on the end surface of the beam member to engage with a coupling fitting provided on a column that is a shaft member. A construction method has been proposed in which a wall panel is constructed, and the wall panel is assembled in advance in a factory and then connected to each other at a construction site to form an outer wall portion.
JP 2002-21181 A

上記のような工法に用いられる大型の壁パネルは、柱及び梁までが一体に先組みされ、さらに片面または両面に構造用合板が貼設されることにより、高い剛性を備えたものとなる。さらに、それらが工場で加工されるので、各部の寸法精度も高く、パネル同士の連結部の整合性も良好になる。   A large-sized wall panel used in the above-described construction method has a high rigidity by pre-assembling the pillars and beams together and further attaching a structural plywood on one or both sides. Furthermore, since they are processed at the factory, the dimensional accuracy of each part is also high, and the consistency of the connection part of panels is also good.

しかしながら、その反面、施工現場において、例えば基礎部分に微小な寸法誤差が生じたりすると、壁パネル自体の剛性の高さが裏目に出て、壁パネル同士を連結した後に建ちや通りを微調整するのが困難になる場合もある。   However, on the other hand, for example, if a small dimensional error occurs in the foundation at the construction site, the height of the rigidity of the wall panel itself will come to the back, and after the wall panels are connected, the building and street are finely adjusted. It may be difficult.

そこで本発明は、大型の一体化パネルによる工法の利点を損なわずに、現場での微調整も可能になる壁パネル工法を提供することを解決課題とする。   Then, this invention makes it a solution subject to provide the wall panel construction method in which the fine adjustment on the field is also possible, without impairing the advantage of the construction method by a large sized integrated panel.

上記した目的を達成するため、本発明の木造家屋の壁パネル工法は、梁、下枠材、柱、間柱その他適宜の軸部材からなる枠組みの片面または両面に構造用面材を重合して上記軸部材に釘打ち固定することにより壁パネルを構成し、該壁パネルを施工現場で建て込んで隣接する壁パネル同士を連結する木造家屋の壁パネル工法において、壁パネルの少なくとも左右いずれか一方の側部に設けられる柱を梁及び下枠材に対して柱勝ちとなるように接合するとともに、当該側部の柱以外の柱を梁に対しては梁勝ち、下枠材に対しては柱勝ちとなるように接合し、上記側部の柱に対しては構造用面材を釘打ち固定しない状態で該壁パネルを施工現場に建て込み、隣接する壁パネル同士を連結して各壁パネルの建ち通りを調整した後、上記構造用面材を上記側部の柱に釘打ち固定することを特徴とする。 In order to achieve the above-described object, the wall panel construction method for a wooden house according to the present invention is a method of polymerizing a structural face material on one or both sides of a frame composed of a beam, a lower frame material, a column, a stud, and other appropriate shaft members. In a wall panel construction method of a wooden house in which a wall panel is constructed by nailing and fixing to a shaft member, the wall panel is built at a construction site and adjacent wall panels are connected to each other, at least one of the left and right of the wall panel The column provided on the side is joined to the beam and the lower frame material so that the column wins, and the columns other than the column on the side are bonded to the beam and the column is applied to the lower frame material. Each wall panel is joined to win, and the wall panel is built in the construction site without the nailing and fixing of the structural face material to the side column, and the adjacent wall panels are connected to each other. After adjusting the structure of the building, Characterized by nailing fixed to a pillar of the serial side.

すなわち、この発明は、工場で、柱や梁などの軸部材と構造用面材を一体的に先組みするに際し、構造用面材を側部の柱だけには釘打ちせず、壁パネルを現場で建て込んだ後、構造用面材を側部の柱に釘打ち固定するものである。これにより、現場での壁パネルの建て込みに際して微小なずれや狂いが出る場合でも、建ちや通りの微調整が可能になり、施工性が向上する。   In other words, the present invention provides a method in which, when a shaft member such as a pillar or a beam and a structural face material are integrally assembled at a factory, the structural face material is not nailed only to the side pillar, and the wall panel is attached. After building on site, the structural face material is nail-fixed to the side columns. As a result, even if a slight shift or deviation occurs when building a wall panel on site, it is possible to finely adjust the building and the street, thereby improving the workability.

本発明の壁パネル工法は、壁パネルを工場で先組みする段階で、側部の柱と構造用面材とを未固定状態で残しておき、現場で壁パネル同士を連結した後、側部の柱と構造用面材とを釘打ち固定するので、大型一体化パネルによる短時間施工の利点を確保しつつ、現場での微調整も可能になって、建て込み精度や施工性が向上する。   The wall panel construction method of the present invention is the step of pre-assembling the wall panel in the factory, leaving the side pillars and the structural face material in an unfixed state, and connecting the wall panels to each other on the site, Since the pillars and the structural surface material are fixed with nails, the advantage of short-time construction with a large integrated panel can be secured, and fine adjustments can be made at the site, improving the accuracy of installation and workability. .

以下、本発明の実施の形態について図を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の施工方法に使用される壁パネルの構成例を示す正面図、図2は上記壁パネルを建て込む状態を示す部分斜視図である。   FIG. 1 is a front view showing a configuration example of a wall panel used in the construction method of the present invention, and FIG. 2 is a partial perspective view showing a state in which the wall panel is built.

例示の壁パネル1を構成する主な部材は、梁2、側部の柱3a、中間部の柱3b、間柱4、下枠材5、開口部の横枠材6、開口部の補強フレーム7等の軸部材と、構造用面材8である。   Main members constituting the illustrated wall panel 1 are a beam 2, a side column 3 a, an intermediate column 3 b, an intermediate column 4, a lower frame member 5, an opening lateral frame member 6, and an opening reinforcing frame 7. These are a shaft member such as, and a structural face material 8.

梁2及び柱3(3a,3b)は、壁の構造材であり、梁2に対して側部の柱3aが勝つように接合されている。中間部の柱3bや間柱4に対しては梁2が勝っている。下枠材5は、各柱3間に接合され、間柱4や開口部の補強フレーム7に対しては下枠材5が勝っている。そして、これらの軸部材で構成された枠組みの片面または両面に、合板等からなる構造用面材8が貼設されている。構造用面材8は、側部の柱3a以外の軸部材に釘打ち固定されている。ここまでの組み立て及び接合は、壁パネル1の製作工場で行われる。   The beam 2 and the column 3 (3a, 3b) are wall structural members, and are joined to the beam 2 so that the side column 3a wins. The beam 2 wins against the middle column 3b and the intermediate column 4. The lower frame member 5 is joined between the pillars 3, and the lower frame member 5 is superior to the inter-column 4 and the reinforcing frame 7 of the opening. And the structural surface material 8 which consists of a plywood etc. is stuck on the single side | surface or both surfaces of the frame | frame comprised by these shaft members. The structural face material 8 is fixed by nailing to a shaft member other than the side column 3a. The assembly and joining up to this point are carried out at the wall panel manufacturing factory.

こうして先組みされた壁パネル1が施工現場に搬入された後、図2に示すようにして建て込まれる。各壁パネル1を適宜の順序で基礎9あるいは下層階の梁(図示せず)上に立設し、隣接する壁パネル1の側部の柱3aと梁2とを接合する。この接合は、予め柱3や梁2の端部に取り付けた連結金物10と、それに対応するスリット11等を嵌め合わせ、連結ピンやボルトで固定することにより行われる。   After the pre-assembled wall panel 1 is carried into the construction site, it is built as shown in FIG. Each wall panel 1 is erected on a foundation 9 or a lower-level beam (not shown) in an appropriate order, and the side column 3a and the beam 2 of the adjacent wall panel 1 are joined. This joining is performed by fitting the connecting hardware 10 attached in advance to the ends of the columns 3 and the beams 2 and the corresponding slits 11 and fixing them with connecting pins or bolts.

本発明によれば、壁パネル1を各階毎に全て設置した後に、隣接する壁パネル1同士の連結箇所に微小な不整合が生じた場合でも、構造用面材8と側部の柱3aとが未固定のため、各壁パネル1の建ちや通りを微調整することができる。そして、この微調整作業の後、構造用面材8を側部の柱3aに釘打ち固定すれば、各壁パネル1の剛性も十分に確保される。   According to the present invention, after all the wall panels 1 are installed for each floor, even when a minute mismatch occurs at the connection location between the adjacent wall panels 1, the structural face material 8 and the side pillars 3a Since it is not fixed, the structure and street of each wall panel 1 can be finely adjusted. Then, after this fine adjustment work, if the structural face material 8 is nail-fixed to the side column 3a, the rigidity of each wall panel 1 is sufficiently secured.

また、上記のように構成される壁パネル1は、柱3の下端面が、下枠材5を介在させずに直接基礎9上や下層階の梁上に固定されるので、柱3に加わる大きな垂直荷重を円滑に基礎9や梁に伝達させることができる。   Further, the wall panel 1 configured as described above is added to the column 3 because the lower end surface of the column 3 is directly fixed on the foundation 9 or the beam on the lower floor without interposing the lower frame material 5. A large vertical load can be smoothly transmitted to the foundation 9 and the beam.

本発明に使用される壁パネルの構成例を示す正面図である。It is a front view which shows the structural example of the wall panel used for this invention. 上記壁パネルの建て込み状態を示す部分斜視図である。It is a fragmentary perspective view which shows the built-in state of the said wall panel.

符号の説明Explanation of symbols

1 壁パネル
2 梁
3a 側部の柱
5 下枠材
3b 中間部の柱
8 構造用面材
DESCRIPTION OF SYMBOLS 1 Wall panel 2 Beam 3a Side pillar 5 Lower frame material 3b Middle pillar 8 Structural surface material

Claims (1)

梁、下枠材、柱、間柱その他適宜の軸部材からなる枠組みの片面または両面に構造用面材を重合して上記軸部材に釘打ち固定することにより壁パネルを構成し、該壁パネルを施工現場で建て込んで隣接する壁パネル同士を連結する木造家屋の壁パネル工法において、
壁パネルの少なくとも左右いずれか一方の側部に設けられる柱を梁及び下枠材に対して柱勝ちとなるように接合するとともに、当該側部の柱以外の柱を梁に対しては梁勝ち、下枠材に対しては柱勝ちとなるように接合し、
上記側部の柱に対しては構造用面材を釘打ち固定しない状態で該壁パネルを施工現場に建て込み、隣接する壁パネル同士を連結して各壁パネルの建ち通りを調整した後、上記構造用面材を上記側部の柱に釘打ち固定することを特徴とする木造家屋の壁パネル工法。
A wall panel is constructed by superposing structural face materials on one or both sides of a frame composed of beams, lower frame materials, columns, studs and other appropriate shaft members, and nailing them to the shaft members. In the wall panel construction method of a wooden house that is built at the construction site and connects adjacent wall panels,
Columns provided on at least one of the left and right sides of the wall panel are joined to the beam and the lower frame so as to win the column, and columns other than the columns on the side panel are joined to the beam. , Join the bottom frame material to win the pillar,
For the above-mentioned side pillars, the wall panel is built in the construction site without nailed and fixing the structural face material, and after adjusting the construction of each wall panel by connecting adjacent wall panels to each other, A wall panel method for a wooden house, characterized in that the structural face material is nail-fixed to the side column.
JP2003364635A 2003-10-24 2003-10-24 Wall panel construction method for wooden houses Expired - Fee Related JP4137763B2 (en)

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JP2003364635A JP4137763B2 (en) 2003-10-24 2003-10-24 Wall panel construction method for wooden houses

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JP2003364635A JP4137763B2 (en) 2003-10-24 2003-10-24 Wall panel construction method for wooden houses

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JP4137763B2 true JP4137763B2 (en) 2008-08-20

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JP6539704B2 (en) * 2017-06-16 2019-07-03 旭化成建材株式会社 Bar joint for wood joining, wood panel construction method using the bar joint for wood joining, and wood panel conveying instrument

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