JP6396836B2 - How to assemble a building frame, building frame - Google Patents
How to assemble a building frame, building frame Download PDFInfo
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- JP6396836B2 JP6396836B2 JP2015066336A JP2015066336A JP6396836B2 JP 6396836 B2 JP6396836 B2 JP 6396836B2 JP 2015066336 A JP2015066336 A JP 2015066336A JP 2015066336 A JP2015066336 A JP 2015066336A JP 6396836 B2 JP6396836 B2 JP 6396836B2
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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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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 |
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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 |
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ITPR20130070A1 (en) * | 2013-09-18 | 2015-03-19 | Giuseppe Ricci | A BUILDING STRUCTURE OF WOODEN BUILDINGS AND BUILDINGS AND CONSTRUCTION MADE THAT MADE |
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