JP2016186161A - Assembly method for building frame, and building frame - Google Patents
Assembly method for building frame, and building frame Download PDFInfo
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Abstract
Description
本発明は建造物の躯体の組み立て方法、建造物の躯体に係り、特に角材を組み合わせて成る建造物の躯体の組み立て方法、建造物の躯体に関するものである。 The present invention relates to a method for assembling a building case and a building case, and more particularly to a method for assembling a building case comprising a combination of square members and a building case.
特許文献１に記載された躯体構造は長寸法を除き同じ寸法の角材を組み合わせて構成されたものであり、等間隔を開けて複数の柱を立設し、この柱どうしの間には短寸法の介装部材が介装されている。そして、介装部材に支持させるようにして水平方向へ上側横架材を配置して柱に固定している。すなわち、柱どうしの隙間に上側横架材が備えられ、上側横架材が介装部材に支持された状態となっている。
特許文献１の出願人によって新規な建造物の躯体が開発され、この躯体は材料の削減を図るため介装部材を一つ置きに備えたものである。
The frame structure described in Patent Document 1 is configured by combining square members having the same dimensions except for a long dimension, and a plurality of columns are erected at equal intervals, and a short dimension is provided between the columns. The interposed member is interposed. Then, the upper horizontal member is arranged in the horizontal direction so as to be supported by the interposition member and fixed to the column. That is, the upper horizontal member is provided in the gap between the columns, and the upper horizontal member is supported by the interposition member.
A new building housing has been developed by the applicant of Patent Document 1, and this housing is provided with every other interposing member in order to reduce the material.
しかしながら、介装部材を一つ置きに備えた建造物の躯体は上記従来の躯体と異なり、介装部材を備えていない箇所において上側横架材を支持する部材が存在しないことになる。このため、組み立ての際に上側横架材を手で持ったり、仮の支持柱を立てて、この支持柱に上側横架材を支持したりすることが必要となる。従って、介装部材を一つ置きに備えた建造物の躯体は組み立て作業に手間がかかり作業効率が悪くなってしまうという問題がある。
本発明は上記従来の問題点に着目して為されたものであり、柱どうしの間に介装部材を備えていない箇所があっても、上側横架材を取り付ける作業を効率よく行うことができる建造物の躯体の組み立て方法、建造物の躯体の提供を、その目的とする。
However, unlike the conventional case described above, the building housing having every other intervening member does not have a member that supports the upper horizontal member in a location where no interposing member is provided. For this reason, it is necessary to hold the upper horizontal member by hand at the time of assembly, or to stand a temporary support column and support the upper horizontal member on the support column. Accordingly, there is a problem that a building frame having every other intervening member is troublesome in assembling work and the work efficiency is deteriorated.
The present invention has been made paying attention to the above-mentioned conventional problems, and even if there is a place where no interposition member is provided between the columns, it is possible to efficiently perform the work of attaching the upper horizontal member. The purpose is to provide a method for assembling a building structure and to provide a building structure.
本発明は上記課題を解決するためになされたものであり、請求項１の発明は、複数の下側横架材を互いに間隔を開けて備える工程と、前記複数の下側横架材の間に互いに対向するように備えて前記柱を前記下側横架材に固定する工程と、前記複数の柱の上端部の間に上側横架材を備えて固定する工程とを有する建造物の躯体の組み立て方法において、
前記柱の上端部途中で、且つ柱どうしの間に介装部材を互いに対向するように備えて仮固定して、前記互いに対向する介装部材に載置用材を渡設し、前記載置用材に前記複数の上側横架材を載置して、上側横架材の柱に対する固定作業を行い、前記固定作業終了後に前記載置用材を側方へ引き抜いて除去することを特徴とする建造物の躯体の組み立て方法である。
The present invention has been made to solve the above problems, and the invention of claim 1 includes a step of providing a plurality of lower horizontal members spaced apart from each other and a plurality of the lower horizontal members. And a step of fixing the column to the lower horizontal member, and a step of fixing an upper horizontal member between the upper ends of the plurality of columns. In the assembly method of
In the middle of the upper end of the pillar and between the pillars, provisional members are provided so as to face each other, and a placement material is provided between the opposed intervention members. The above-mentioned upper horizontal member is placed on the upper horizontal member, and the upper horizontal member is fixed to the pillar. After the fixing operation is completed, the above-mentioned mounting member is pulled out and removed to the side. This is a method of assembling the frame.
請求項２の発明は、請求項１に記載した建造物の躯体の組み立て方法において、載置用材を除去した後に、介装部材の仮固定を解除して上方へスライドさせ、前記介装部材の上端面を前記上側横架材に当接させて、その状態で介装部材を柱に固定することを特徴とする建造物の躯体の組み立て方法である。 According to a second aspect of the present invention, in the method of assembling the building casing according to the first aspect, after removing the mounting material, the temporary fixing of the interposed member is released and the upper member is slid upward. In the assembling method of the building casing, the upper end surface is brought into contact with the upper horizontal member, and the interposed member is fixed to the column in this state.
請求項３の発明は、請求項１または２に記載した建造物の躯体の組み立て方法によって製作されたことを特徴とする建造物の躯体である。 According to a third aspect of the present invention, there is provided a building casing manufactured by the method of assembling a building casing according to the first or second aspect.
本発明の建造物の躯体の組み立て方法、建造物の躯体によれば、柱どうしの間に介装部材を備えていない箇所があっても、上側横架材を取り付ける作業を簡単に効率よく行うことができる。 According to the method of assembling a building frame of the present invention and the building frame, the work of attaching the upper horizontal member can be performed easily and efficiently even if there is a place where no interposition member is provided between the columns. be able to.
本発明の実施の形態に係る建造物の躯体の組み立て方法によって組み立てられる建造物の躯体１を図面にしたがって説明する。
図１に示すように、躯体１は正四角柱状の角材である下側横架材３、柱５、介装部材７及び上側横架材９を組み合わせてボルトとナットによって連結して構成されている。
下側横架材３、柱５、介装部材７及び上側横架材９は、平面（底面）の４つの辺の長さが全て等しく、４つの角の角度が全て等しい角柱である。以下、この一辺の長さを寸法１Ａといい、更に寸法１Ａの２倍、３倍、４倍の寸法を２Ａ、３Ａ、４Ａで表す。
下側横架材３と上側横架材９は同じ長さ寸法で、柱５は下側横架材３、上側横架材９より長寸法であり、介装部材７は下側横架材３、上側横架材９の約七分の一の長さ寸法となっている。
A building case 1 assembled by a method for assembling a building case according to an embodiment of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the housing 1 is configured by combining a lower horizontal member 3, a column 5, an interposition member 7, and an upper horizontal member 9, which are square members having a regular quadrangular prism shape, and connected by bolts and nuts. Yes.
The lower horizontal member 3, the column 5, the interposed member 7, and the upper horizontal member 9 are rectangular columns in which the lengths of the four sides of the plane (bottom surface) are all equal and the angles of the four corners are all equal. Hereinafter, the length of this one side is referred to as a dimension 1A, and the dimensions of 2 times, 3 times, and 4 times the dimension 1A are represented by 2A, 3A, and 4A.
The lower horizontal member 3 and the upper horizontal member 9 have the same length, the column 5 is longer than the lower horizontal member 3 and the upper horizontal member 9, and the interposition member 7 is the lower horizontal member. 3. The length of the upper horizontal member 9 is about one seventh.
まず、躯体１の構成について説明する。
以下の説明において、下側横架材３、柱５、介装部材７及び上側横架材９それぞれについて、説明の便宜のため各部材が備えられる位置を示す等の必要に応じて数字の後にａ、ｂ、ｃ…を付して区別するものとする。
下側横架材３は合計１１本あり、互いに平行になるように配置されており、下側横架材３ａ、３ｂが寸法１Ａの間隔を開けて備えられ、更に下側横架材３ｂに対し寸法４Ａ分の間隔を開けて下側横架材３ｃが備えられている。下側横架材３ｃ、３ｄ、３ｅ、３ｆ、３ｇは隣り合うものどうし寸法１Ａの間隔を開けて備えられ、更に下側横架材３ｇに対し寸法４Ａの間隔を開けて下側横架材３ｈが備えられている。下側横架材３ｈに対し寸法１Ａの間隔を開けて下側横架材３ｉが備えられている。
First, the configuration of the housing 1 will be described.
In the following description, for each of the lower horizontal member 3, the pillar 5, the interposition member 7, and the upper horizontal member 9, after the numbers as necessary, such as showing the position where each member is provided for convenience of explanation A, b, c...
There are a total of 11 lower horizontal members 3 arranged so as to be parallel to each other. Lower horizontal members 3a and 3b are provided with an interval of a dimension 1A, and further on the lower horizontal member 3b. On the other hand, a lower horizontal member 3c is provided with an interval of 4A. The lower horizontal members 3c, 3d, 3e, 3f, and 3g are provided with an interval of 1A between adjacent ones, and the lower horizontal member with an interval of 4A with respect to the lower horizontal member 3g. 3h is provided. A lower horizontal member 3i is provided at a distance of 1A from the lower horizontal member 3h.
下側横架材３ａ、３ｂの間の隙間には柱５ａ、５ｂが備えられ、柱５ａ、５ｂの下端部が下側横架材３ａ、３ｂに挟持されている。柱５ａ、５ｂは下側横架材３ａ、３ｂの左右の端面からそれぞれ寸法１Ａ分寄った位置に備えられている。
これと同様に、下側横架材３ｃ、３ｄの間の隙間には柱５ｃ、５ｄの下端部が、下側横架材３ｄ、３ｅの間の隙間には柱５ｅ、５ｆの下端部が、下側横架材３ｅ、３ｆの間の隙間には柱５ｇ、５ｈの下端部が、下側横架材３ｆ、３ｇの間の隙間には柱５ｉ、５ｊの下端部が、下側横架材３ｈ、３ｉの間の隙間には柱５ｋ、５ｌの下端部が備えられている(図２参照)。
Columns 5a and 5b are provided in the gaps between the lower horizontal members 3a and 3b, and the lower ends of the columns 5a and 5b are sandwiched between the lower horizontal members 3a and 3b. The pillars 5a and 5b are provided at positions that are 1A apart from the left and right end surfaces of the lower horizontal members 3a and 3b, respectively.
Similarly, the lower ends of the columns 5c and 5d are in the gap between the lower horizontal members 3c and 3d, and the lower ends of the columns 5e and 5f are in the gap between the lower horizontal members 3d and 3e. The lower ends of the pillars 5g and 5h are in the gap between the lower horizontal members 3e and 3f, and the lower ends of the columns 5i and 5j are lower in the gap between the lower horizontal members 3f and 3g. The lower ends of the pillars 5k and 5l are provided in the gaps between the frames 3h and 3i (see FIG. 2).
下側横架材３ａ、３ｂの間の隙間の中央部には、柱５ｍ、５ｎ、５ｏ、５ｐが隣り合うものとの間に寸法１Ａの隙間を開けて備えられている。また、下側横架材３ｈ、３ｉの間の隙間の中央部には、柱５ｑ、５ｒ、５ｓ、５ｔが隣り合うものとの間に寸法１Ａの隙間を開けて備えられている。
柱５ｍ、５ｎの間の隙間と柱５ｑ、５ｒの間の隙間には、下側横架材３ｊが備えられ、柱５ｏ、５ｐの間の隙間と柱５ｓ、５ｔの間の隙間には、下側横架材３ｋが備えられている。下側横架材３ｊ、３ｋは下側横架材３ａ、３ｂ、３ｃ、３ｄ、３ｅ、３ｆ、３ｇ、３ｈ、３ｉに直行し、且つこれらのものに設置されている。
At the center of the gap between the lower horizontal members 3a and 3b, the pillars 5m, 5n, 5o and 5p are provided with a gap of 1A between them. In addition, a central portion of the gap between the lower horizontal members 3h and 3i is provided with a gap of 1A between the pillars 5q, 5r, 5s, and 5t adjacent to each other.
A lower horizontal member 3j is provided in a gap between the pillars 5m and 5n and a gap between the pillars 5q and 5r, and a gap between the pillars 5o and 5p and a gap between the pillars 5s and 5t are A lower horizontal member 3k is provided. The lower horizontal members 3j and 3k are perpendicular to the lower horizontal members 3a, 3b, 3c, 3d, 3e, 3f, 3g, 3h, and 3i, and are installed on these members.
柱５ｃ、５ｅの間の隙間には介装部材７ａ、７ｂが備えられており、介装部材７ａは下側横架材３ｄに設置され、介装部材７ｂは柱５ｃ、５ｅの上端面から寸法２Ａ分下がった位置に備えられている。柱５ｇ、５ｉの間の隙間には介装部材７ｃ、７ｄが備えられており、介装部材７ｃは下側横架材３ｆに設置され、介装部材７ｄは柱５ｇ、５ｉの上端面から寸法２Ａ分下がった位置に備えられている。 Interposing members 7a and 7b are provided in the gaps between the columns 5c and 5e, the interposing members 7a are installed on the lower horizontal member 3d, and the interposing members 7b are arranged from the upper end surfaces of the columns 5c and 5e. It is provided at a position lowered by the dimension 2A. Interposing members 7c and 7d are provided in the gaps between the columns 5g and 5i. The interposing member 7c is installed on the lower horizontal member 3f, and the interposing member 7d extends from the upper end surface of the columns 5g and 5i. It is provided at a position lowered by the dimension 2A.
これと同様に柱５ｄ、５ｆの間の隙間、柱５ｈ、５ｊの間の隙間にも介装部材７が備えられている（図では介装部材７ａ、７ｃに対向して配置される介装部材７は見えない位置となっている。）介装部材７ｂ、７ｄに対向する位置には介装部材７ｆ、７ｇが備えられている。 Similarly, the intervening member 7 is also provided in the gap between the columns 5d and 5f and the gap between the columns 5h and 5j (in the figure, the intervening members arranged to face the interposing members 7a and 7c). The member 7 is in an invisible position.) Intervening members 7f and 7g are provided at positions facing the interposing members 7b and 7d.
柱５ｑ、５ｒの間の隙間には介装部材７ｈ、７ｉが備えられており、介装部材７ｈは下側横架材３ｊに設置され、介装部材７ｉは柱５ｑ、５ｒの上端面から寸法２Ａ分下がった位置に備えられている。柱５ｓ、５ｔの間の隙間には介装部材７ｊ、７ｋが備えられており、介装部材７ｊは下側横架材３ｋに設置され、介装部材７ｋは柱５ｓ、５ｔの上端面から寸法２Ａ分下がった位置に備えられている。
これと同様に柱５ｍ、５ｎの間の隙間、柱５ｏ、５ｐの間の隙間にも介装部材７が備えられている（図では介装部材７ｈ、７ｊに対向して配置される介装部材７は見えない位置となっている。）介装部材７ｉ、７ｋに対向する位置には介装部材７ｌ、７ｍが備えられている。
Interposing members 7h and 7i are provided in the gaps between the columns 5q and 5r, the interposing members 7h are installed on the lower horizontal member 3j, and the interposing members 7i are arranged from the upper end surfaces of the columns 5q and 5r. It is provided at a position lowered by the dimension 2A. Interposing members 7j and 7k are provided in the gaps between the pillars 5s and 5t, the interposing members 7j are installed on the lower horizontal member 3k, and the interposing members 7k are arranged from the upper end surfaces of the pillars 5s and 5t. It is provided at a position lowered by the dimension 2A.
Similarly, intervening members 7 are also provided in the gaps between the columns 5m and 5n and the gaps between the columns 5o and 5p (in the figure, the intervening members disposed to face the interposing members 7h and 7j). The member 7 is in an invisible position.) Intervening members 7l and 7m are provided at positions facing the interposing members 7i and 7k.
下側横架材３ａ、３ｂ、３ｃ、３ｄ、３ｅ、３ｆ、３ｇ、３ｈ、３ｉに対向して上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉが備えられている。
すなわち、上側横架材９ａ、９ｂの間の隙間に柱５ａ、５ｂが、上側横架材９ｃ、９ｄの間に柱５ｃ、５ｄが、上側横架材９ｄ、９ｅの間の隙間に柱５ｅ、５ｆが、上側横架材９ｅ、９ｆの間の隙間に柱５ｇ、５ｈが、上側横架材９ｆ、９ｇの間の隙間に柱５ｉ、５ｊが、上側横架材９ｈ、９ｉの間の隙間に柱５ｋ、５ｌがそれぞれ備えられている。柱５ａ、５ｂ、５ｃ、５ｄ、５ｅ、５ｆ、５ｇ、５ｈ、５ｉ、５ｊ、５ｋ、５ｌは上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉより寸法１Ａ分突出している。すなわち、上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉは柱５ａ、５ｂ、５ｃ、５ｄ、５ｅ、５ｆ、５ｇ、５ｈ、５ｉ、５ｊの上端面から寸法１Ａ分下がった位置に備えられている。
The upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i are provided to face the lower horizontal members 3a, 3b, 3c, 3d, 3e, 3g, 3h, 3i. ing.
That is, the columns 5a and 5b are in the gap between the upper horizontal members 9a and 9b, the columns 5c and 5d are in the gap between the upper horizontal members 9c and 9d, and the columns 5e are in the gap between the upper horizontal members 9d and 9e. 5f is in the gap between the upper horizontal members 9e, 9f, the pillars 5g, 5h are in the gap between the upper horizontal members 9f, 9g, and the columns 5i, 5j are in the gap between the upper horizontal members 9h, 9i. Columns 5k and 5l are provided in the gap, respectively. The pillars 5a, 5b, 5c, 5d, 5e, 5f, 5g, 5h, 5i, 5j, 5k, 5l are 1A from the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i. It protrudes. That is, the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i are dimension 1A from the upper end surface of the pillars 5a, 5b, 5c, 5d, 5e, 5f, 5g, 5h, 5i, 5j. It is provided in a position that is lowered.
上側横架材９ｊ、９ｋ、９ｌ、９ｍ、９ｎ、９ｏ、９ｐ、９ｑ、９ｒは上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉに直行し、且つ設置されている。
上側横架材９ｊ、９ｋの間の隙間には柱５ａ、５ｃ、５ｅ、５ｇ、５ｉ、５ｋの上端部が、上側横架材９ｌ、９ｍの間の隙間には柱５ｍ、５ｑの上端部が、上側横架材９ｍ、９ｎの間の隙間には柱５ｎ、５ｒの上端部が、上側横架材９ｎ、９ｏの間の隙間には柱５ｏ、５ｓの上端部が、上側横架材９ｏ、９ｐの間の隙間には柱５ｐ、５ｔの上端部がそれぞれ備えられている。
上側横架材９ｑ、９ｒの間の隙間には柱５ｂ、５ｄ、５ｆ、５ｈ、５ｊ、５ｌの上端部が備えられている。
The upper horizontal members 9j, 9k, 9l, 9m, 9n, 9o, 9p, 9q, 9r go straight to the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i and are installed. ing.
The upper ends of the columns 5a, 5c, 5e, 5g, 5i, and 5k are in the gap between the upper horizontal members 9j and 9k, and the upper ends of the columns 5m and 5q are in the gap between the upper horizontal members 9l and 9m. However, the upper ends of the columns 5n and 5r are in the gap between the upper horizontal members 9m and 9n, and the upper ends of the columns 5o and 5s are in the gap between the upper horizontal members 9n and 9o. The upper ends of the pillars 5p and 5t are provided in the gaps between 9o and 9p, respectively.
The gaps between the upper horizontal members 9q and 9r are provided with upper ends of columns 5b, 5d, 5f, 5h, 5j, and 5l.
次に、図１に示した躯体１の組み立て方法を説明する。
図２に示すように、下側横架材３ａ、３ｂ、３ｃ、３ｄ、３ｅ、３ｆ、３ｇ、３ｈ、３ｉ、３ｊ、３ｋと柱５ａ、５ｂ、５ｃ、５ｄ、５ｅ、５ｆ、５ｇ、５ｈ、５ｉ、５ｊ、５ｋ、５ｌ、５ｍ、５ｎ、５ｏ、５ｐ、５ｑ、５ｒ、５ｓ、５ｔと介装部材７ａ、７ｂ、７ｃ、７ｄ、７ｆ、７ｇ、７ｈ、７ｉ、７ｊ、７ｋ、７ｌ、７ｍ、介装部材７ａ、７ｃ、７ｈ、７ｊに対向して配置される介装部材７を組み付ける。
次いで、図３に示すように、載置用部材１１ａを介装部材７ｉ、７ｌ間に渡設し、載置用部材１１ｂを介装部材７ｋ、７ｍ間に渡設する。このとき、介装部材７ｉ、７ｌ、７ｋ、７ｍの上面は柱５ｍ、５ｎ、５ｏ、５ｐ、５ｑ、５ｒ、５ｓ、５ｔの上端面から寸法３Ａ分下がった位置に備えられている（図８参照）。従って、載置用部材１１ａ、１１ｂの上面は柱５ｍ、５ｎ、５ｏ、５ｐ、５ｑ、５ｒ、５ｓ、５ｔから寸法２Ａ分下がった位置に備えられることになる。
Next, a method for assembling the housing 1 shown in FIG. 1 will be described.
As shown in FIG. 2, the lower horizontal members 3a, 3b, 3c, 3d, 3e, 3f, 3g, 3h, 3i, 3j, 3k and pillars 5a, 5b, 5c, 5d, 5e, 5f, 5g, 5h 5i, 5j, 5k, 5l, 5m, 5n, 5o, 5p, 5q, 5r, 5s, 5t and intervening members 7a, 7b, 7c, 7d, 7f, 7g, 7h, 7i, 7j, 7k, 7l, 7m, the interposed member 7 disposed to face the interposed members 7a, 7c, 7h, 7j is assembled.
Next, as shown in FIG. 3, the placement member 11a is provided between the interposed members 7i and 7l, and the placement member 11b is provided between the interposed members 7k and 7m. At this time, the upper surfaces of the interposed members 7i, 7l, 7k, and 7m are provided at positions that are 3A lower than the upper end surfaces of the columns 5m, 5n, 5o, 5p, 5q, 5r, 5s, and 5t (FIG. 8). reference). Accordingly, the upper surfaces of the mounting members 11a and 11b are provided at positions that are 2A lower than the pillars 5m, 5n, 5o, 5p, 5q, 5r, 5s, and 5t.
そして、図４に示すように、上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉをまとめて載置用部材１１ａ、１１ｂに載せ、その状態でスライドさせるようにして所定位置に移動する。
次いで、図５に示すように、上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉにボルトとナットを用いて柱５ａ、５ｂ、５ｃ、５ｄ、５ｅ、５ｆ、５ｇ、５ｈ、５ｉ、５ｊ、５ｋ、５ｌ、５ｍ、５ｎ、５ｏ、５ｐ、５ｑ、５ｒ、５ｓ、５ｔにそれぞれ固定する。
従って、特に柱どうしの間に介装部材を備えておらず、介装部材によって支持されない箇所に備えられる上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉを取り付ける柱５ａ、５ｂ、５ｃ、５ｄ、５ｅ、５ｆ、５ｇ、５ｈ、５ｉ、５ｊ、５ｋ、５ｌ、５ｍ、５ｎ、５ｏ、５ｐ、５ｑ、５ｒ、５ｓ、５ｔに取り付ける作業を効率よく行うことができる。
Then, as shown in FIG. 4, the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i are put together on the mounting members 11a, 11b and slid in that state. To move to a predetermined position.
Next, as shown in FIG. 5, columns 5a, 5b, 5c, 5d, 5e, 5f, upper bolts and nuts are used for the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, and 9i. Fix to 5g, 5h, 5i, 5j, 5k, 5l, 5m, 5n, 5o, 5p, 5q, 5r, 5s, 5t, respectively.
Therefore, the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i that are not provided between the columns and are not supported by the interposed members are attached. The work of attaching to the pillars 5a, 5b, 5c, 5d, 5e, 5f, 5g, 5h, 5i, 5j, 5k, 5l, 5m, 5n, 5o, 5p, 5q, 5r, 5s, 5t can be performed efficiently. .
次に、上側横架材９ｊ、９ｋ、９ｌ、９ｍ、９ｎ、９ｏ、９ｐ、９ｑ、９ｒを上側横架材９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉに交差するように載置して固定する。
そして、載置用部材１１ａ、１１ｂを固定しているボルトＢとナットＮを外して図６において実線で示す状態から仮想線で示すように引き抜くようにして外す。
載置用部材１１ａ、１１ｂを外すと、図７、図８に示すように、介装部材７ｉ（７ｍ）、７ｋ（７ｌ）と横架材９ｉ（９ａ）との間に寸法１Ａ分の隙間が開くことになる。
Next, the upper horizontal members 9j, 9k, 9l, 9m, 9n, 9o, 9p, 9q, 9r cross the upper horizontal members 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i. Place and fix on.
Then, the bolts B and nuts N fixing the mounting members 11a and 11b are removed and removed from the state shown by solid lines in FIG. 6 as shown by phantom lines.
When the mounting members 11a and 11b are removed, as shown in FIGS. 7 and 8, a gap of 1A is provided between the interposing members 7i (7m) and 7k (7l) and the horizontal member 9i (9a). Will open.
介装部材７ｉ（７ｍ）を柱５ｑ（５ｐ）、５ｒ（５ｏ）に固定しているボルトＢ、ナットＮと、介装部材７ｋ（７ｌ）を柱５ｓ（５ｎ）、５ｔ（５ｍ）に固定しているボルトＢ、ナットＮを外し、介装部材７ｉ（７ｍ）、７ｋ（７ｌ）を寸法１Ａ分上方へスライドさせて、介装部材７ｉ（７ｍ）、７ｋ（７ｌ）の上面を上側横架材９ｉ（９ａ）の下面に当接させる。そして、介装部材７ｉ（７ｍ）、７ｋ（７ｌ）を上側横架材９ｉ（９ａ）にボルトＢ、ナットＮによって再度固定する（図９参照）。 Bolts B and nuts N fixing the intervening member 7i (7m) to the columns 5q (5p) and 5r (5o), and the interposing member 7k (7l) fixed to the columns 5s (5n) and 5t (5m) Remove the bolts B and nuts N and slide the interposing members 7i (7m) and 7k (7l) upward by 1A, and the upper surfaces of the interposing members 7i (7m) and 7k (7l) It is made to contact | abut to the lower surface of the base material 9i (9a). Then, the intervention members 7i (7m) and 7k (7l) are fixed again to the upper horizontal member 9i (9a) with bolts B and nuts N (see FIG. 9).
このように、載置用部材１１ａ、１１ｂを除去するので、建造物の天井が低くなってしまうことはない。
また、介装部材７ｉ（７ｍ）、７ｋ（７ｌ）の上面を上側横架材９ｉ（９ａ）の下面に当接させて固定するので、躯体１の強度を大きくすることができる。
Thus, since the mounting members 11a and 11b are removed, the ceiling of the building is not lowered.
Further, since the upper surfaces of the interposed members 7i (7m) and 7k (7l) are fixed in contact with the lower surface of the upper horizontal member 9i (9a), the strength of the housing 1 can be increased.
以上、本発明の実施の形態について詳述してきたが、具体的構成は、この実施の形態に限られるものではなく、本発明の要旨を逸脱しない範囲における設計の変更などがあっても発明に含まれる。
例えば、柱、下側横架材、介装部材及び上側横架材の数は、任意に設定できることは言うまでもない。
The embodiment of the present invention has been described in detail above. However, the specific configuration is not limited to this embodiment, and the present invention can be changed even if there is a design change without departing from the gist of the present invention. included.
For example, it goes without saying that the number of columns, lower horizontal members, interposition members, and upper horizontal members can be arbitrarily set.
本発明は建築業において利用可能性を有する。 The present invention has applicability in the building industry.
１…建造物の躯体
３、３ａ、３ｂ、３ｃ、３ｄ、３ｅ、３ｆ、３ｇ、３ｈ、３ｉ、３ｊ、３ｋ…下側横架材
５、５ａ、５ｂ、５ｃ、５ｄ、５ｅ、５ｆ、５ｇ、５ｈ、５ｉ、５ｊ、５ｋ、５ｌ、５ｍ、５ｎ、５ｏ、５ｐ、５ｑ、５ｒ、５ｓ、５ｔ…柱
７、７ａ、７ｂ、７ｃ、７ｄ、７ｆ、７ｇ、７ｈ、７ｉ、７ｊ、７ｋ、７ｌ、７ｍ…介装部材
９、９ａ、９ｂ、９ｃ、９ｄ、９ｅ、９ｆ、９ｇ、９ｈ、９ｉ、９ｊ、９ｋ、９ｌ、９ｍ、９ｎ、９ｏ、９ｐ、９ｑ、９ｒ…上側横架材
１１ａ、１１ｂ…載置用部材
Ｂ…ボルト Ｎ…ナット
DESCRIPTION OF SYMBOLS 1 ... Building frame 3, 3a, 3b, 3c, 3d, 3e, 3f, 3g, 3h, 3i, 3j, 3k ... Lower horizontal member 5, 5a, 5b, 5c, 5d, 5e, 5f, 5g 5h, 5i, 5j, 5k, 5l, 5m, 5n, 5o, 5p, 5q, 5r, 5s, 5t ... pillars 7, 7a, 7b, 7c, 7d, 7f, 7g, 7h, 7i, 7j, 7k, 7l, 7m ... Intervening member 9, 9a, 9b, 9c, 9d, 9e, 9f, 9g, 9h, 9i, 9j, 9k, 9l, 9m, 9n, 9o, 9p, 9q, 9r ... Upper horizontal member 11a 11b: mounting member B ... bolt N ... nut
Claims (3)
前記柱の上端部途中で、且つ柱どうしの間に介装部材を互いに対向するように備えて仮固定して、前記互いに対向する介装部材に載置用材を渡設し、前記載置用材に前記複数の上側横架材を載置して、上側横架材の柱に対する固定作業を行い、前記固定作業終了後に前記載置用材を側方へ引き抜いて除去することを特徴とする建造物の躯体の組み立て方法。 A step of providing a plurality of lower horizontal members spaced apart from each other; a step of fixing the columns to the lower horizontal member so as to face each other between the plurality of lower horizontal members; In the assembling method of the building frame, including the step of fixing the upper horizontal member between the upper ends of the plurality of pillars,
In the middle of the upper end of the pillar and between the pillars, provisional members are provided so as to face each other, and a placement material is provided between the opposed intervention members. The above-mentioned upper horizontal member is placed on the upper horizontal member, and the upper horizontal member is fixed to the pillar. After the fixing operation is completed, the above-mentioned mounting member is pulled out and removed to the side. How to assemble the chassis.
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| JP2018115445A (en) * | 2017-01-17 | 2018-07-26 | 株式会社ハートワークスデザインオフィス | Connection structure of building frame |
| JP2018199912A (en) * | 2017-05-26 | 2018-12-20 | 株式会社ハートワークスデザインオフィス | Column member, holding method for column member and built-up booth |
| JP2019173457A (en) * | 2018-03-29 | 2019-10-10 | 株式会社Ｄｉｔ | Structure of wooden building |
| JP2020100937A (en) * | 2018-12-19 | 2020-07-02 | 株式会社ハートワークスデザインオフィス | Column member and assembly type booth |
| JP2020176447A (en) * | 2019-04-18 | 2020-10-29 | 株式会社Ｄｉｔ | Structure of wooden building |
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| WO2015040534A1 (en) * | 2013-09-18 | 2015-03-26 | Giuseppe Ricci | A construction system of wooden load-bearing structures for buildings and a structure thus obtained |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2018115445A (en) * | 2017-01-17 | 2018-07-26 | 株式会社ハートワークスデザインオフィス | Connection structure of building frame |
| JP2018199912A (en) * | 2017-05-26 | 2018-12-20 | 株式会社ハートワークスデザインオフィス | Column member, holding method for column member and built-up booth |
| JP6992962B2 (en) | 2017-05-26 | 2022-01-13 | 株式会社ハートワークスデザインオフィス | Temporary holding structure of pillars |
| JP2019173457A (en) * | 2018-03-29 | 2019-10-10 | 株式会社Ｄｉｔ | Structure of wooden building |
| JP7054183B2 (en) | 2018-03-29 | 2022-04-13 | 株式会社Dit | Wooden building structure |
| JP2022088397A (en) * | 2018-03-29 | 2022-06-14 | 株式会社Dit | Structure of wooden building |
| JP7364267B2 (en) | 2018-03-29 | 2023-10-18 | 株式会社Dit | wooden building structure |
| JP2020100937A (en) * | 2018-12-19 | 2020-07-02 | 株式会社ハートワークスデザインオフィス | Column member and assembly type booth |
| JP7191284B2 (en) | 2018-12-19 | 2022-12-19 | 株式会社ハートワークスデザインオフィス | Pillar member and assembly booth |
| JP2020176447A (en) * | 2019-04-18 | 2020-10-29 | 株式会社Ｄｉｔ | Structure of wooden building |
| JP7356695B2 (en) | 2019-04-18 | 2023-10-05 | 株式会社Dit | wooden building structure |
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