JP2022108056A - Method for erection of framework of wooden building and structure of erection of framework of wooden building - Google Patents

Method for erection of framework of wooden building and structure of erection of framework of wooden building Download PDF

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JP2022108056A
JP2022108056A JP2021002865A JP2021002865A JP2022108056A JP 2022108056 A JP2022108056 A JP 2022108056A JP 2021002865 A JP2021002865 A JP 2021002865A JP 2021002865 A JP2021002865 A JP 2021002865A JP 2022108056 A JP2022108056 A JP 2022108056A
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column
horizontal member
hole
pillar
frame
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JP7198521B2 (en
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直央 亀山
Naohisa Kameyama
義比古 亀山
Yoshihiko Kameyama
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KAMEYAMA KENSETSU KK
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Abstract

To enhance the strength of a wooden building.SOLUTION: A method for the erection of a framework comprises: a first step of forming a first frame 10 including a first column 11, a second column 14, and a first horizontal member 19; a second step of forming a second frame 20 including a third column 21, a fourth column 24, and a second horizontal member 29; a third step of causing a first end 31 of a third horizontal member 30 to pass through a through-hole 13 of the first column 11 and causing a first end 41 of a fourth horizontal member 40 to pass through a through-hole 16 of the second column 14 in a state where the first column 11 and the second column 14 are erected; and a fourth step of causing a second end 32 of the third horizontal member 30 to pass through a through-hole 23 of the third column 21 and causing a second end 42 of the fourth horizontal member 40 to pass through a through-hole 26 of the fourth column 24 by sliding the second frame 20 in a state where the third column 21 and the fourth column 24 are erected.SELECTED DRAWING: Figure 5

Description

本発明は、木造建築物の建前工法及び木造建築物の建前構造に関する。 TECHNICAL FIELD The present invention relates to a front construction method for a wooden building and a front structure for a wooden building.

従来、木造建築物の建前工法として木造軸組工法が知られている(例えば特許文献1参照)。
図6に示すように、こうした従来の工法においては、まず、例えば土台や礎石の上に第1柱51を立てるとともに、第1柱51の貫通孔51aに第1横架材61の一端を貫通させる。この場合、上下方向に互いに間隔をおいて3本の第1横架材61が設けられている。
2. Description of the Related Art Conventionally, a wooden framework construction method is known as a front construction method for wooden buildings (see, for example, Patent Document 1).
As shown in FIG. 6, in such a conventional construction method, first, for example, a first pillar 51 is erected on a foundation or foundation stone, and one end of a first horizontal member 61 is passed through a through hole 51a of the first pillar 51. Let In this case, three first horizontal members 61 are provided at intervals in the vertical direction.

続いて、中間柱55を水平方向にスライドさせることで、中間柱55の貫通孔55aに第1横架材61を貫通させる。続いて、第2柱52を水平方向にスライドさせることで、第2柱52の貫通孔52aに第1横架材61の他端61aを貫通させる。 Subsequently, by sliding the intermediate post 55 in the horizontal direction, the first horizontal member 61 is passed through the through hole 55 a of the intermediate post 55 . Subsequently, by sliding the second column 52 in the horizontal direction, the other end 61 a of the first horizontal member 61 is passed through the through hole 52 a of the second column 52 .

続いて、第1柱51の貫通孔51bに対して第3横架材63の一端を貫通させる。この場合、上下方向に互いに間隔をおいて3本の第3横架材63が設けられている。
続いて、第3柱53を水平方向にスライドさせることで、第3柱53の貫通孔53bに第3横架材63の他端63aを貫通させる。
Subsequently, one end of the third horizontal member 63 is passed through the through hole 51 b of the first column 51 . In this case, three third horizontal members 63 are provided at intervals in the vertical direction.
Subsequently, by sliding the third column 53 in the horizontal direction, the through hole 53b of the third column 53 is made to pass through the other end 63a of the third horizontal member 63 .

続いて、第3柱53の貫通孔53aに対して第2横架材62の一端を貫通させる。この場合、上下方向に互いに間隔をおいて3本の第2横架材62が設けられている。
続いて、中間柱55を水平方向にスライドさせることで、中間柱55の貫通孔55aに第2横架材62を貫通させる。
Subsequently, one end of the second horizontal member 62 is passed through the through hole 53 a of the third column 53 . In this case, three second horizontal members 62 are provided at intervals in the vertical direction.
Subsequently, by sliding the intermediate post 55 in the horizontal direction, the second horizontal member 62 is passed through the through hole 55 a of the intermediate post 55 .

続いて、第2柱52の貫通孔52bに対して第4横架材64の一端を貫通させる。この場合、上下方向に互いに間隔をおいて4本の第4横架材64が設けられている。
このようにして柱と横架材とを1本ずつ順に組み立てていくと、同図に二点鎖線で示す第4柱54が、最後に組み立てられる柱となる。このとき、第4柱54を水平方向にスライドさせることで、第4柱54の貫通孔54aに第2横架材62の他端62aを貫通させると、第4横架材64の他端64aを第4柱54の貫通孔(図示略)に貫通させることができない。すなわち、最後に組み立てられる柱に対しては、互いに直交する2つの方向から横架材を貫通させることができない。
Subsequently, one end of the fourth horizontal member 64 is passed through the through hole 52 b of the second column 52 . In this case, four fourth horizontal members 64 are provided at intervals in the vertical direction.
When the pillars and horizontal members are assembled one by one in this way, the fourth pillar 54 indicated by the chain double-dashed line in the figure is the last pillar to be assembled. At this time, by sliding the fourth column 54 in the horizontal direction, the other end 62a of the second horizontal member 62 is passed through the through hole 54a of the fourth column 54, and the other end 64a of the fourth horizontal member 64 is inserted. cannot pass through the through hole (not shown) of the fourth column 54 . In other words, it is not possible to pass the horizontal member through the column to be assembled last from two directions perpendicular to each other.

そこで、従来の建前工法及び建前構造においては、第4横架材64の他端64aを短くするとともに、第4柱54を上下方向に対して少し傾けることで、同他端64aが第4柱54の貫通孔に少しだけ挿入される。 Therefore, in the conventional construction method and construction structure, the other end 64a of the fourth horizontal member 64 is shortened, and the fourth pillar 54 is slightly tilted in the vertical direction so that the other end 64a becomes the fourth pillar. It is slightly inserted into the through hole of 54 .

特開2016-56647号公報JP 2016-56647 A

ところで、上述した従来の工法においては、第4横架材64の他端64aが第4柱54を貫通していない。このため、建前構造の強度を高める上では改善の余地がある。 By the way, in the above-described conventional construction method, the other end 64 a of the fourth horizontal member 64 does not pass through the fourth pillar 54 . Therefore, there is room for improvement in increasing the strength of the public structure.

上記課題を解決するための木造建築物の建前工法は、互いに間隔をおいて設けられた第1柱及び第2柱、及び前記第1柱の貫通孔及び前記第2柱の貫通孔を貫通する第1横架材を備える第1フレームを形成する第1工程と、互いに間隔をおいて設けられた第3柱及び第4柱、及び前記第3柱の貫通孔及び前記第4柱の貫通孔を貫通する第2横架材を備える第2フレームを形成する第2工程と、前記第1柱及び前記第2柱を直立させた状態で、前記第1柱の貫通孔に対して第3横架材の第1端を貫通させるとともに、前記第2柱の貫通孔に対して第4横架材の第1端を貫通させる第3工程と、前記第3柱及び前記第4柱を直立させた状態で前記第2フレームをスライドさせることで、前記第3柱の貫通孔に対して、前記第3横架材の前記第1端とは反対側の第2端を貫通させるとともに、前記第4柱の貫通孔に対して、前記第4横架材の前記第1端とは反対側の第2端を貫通させる第4工程と、を備える。 A front construction method for a wooden building for solving the above-mentioned problems includes a first pillar and a second pillar spaced apart from each other, and a through hole of the first pillar and a through hole of the second pillar. A first step of forming a first frame having a first horizontal member, a third column and a fourth column spaced apart from each other, and a through hole of the third column and a through hole of the fourth column a second step of forming a second frame provided with a second horizontal member penetrating through a third horizontal member with respect to the through hole of the first pillar in a state in which the first pillar and the second pillar are erected; a third step of penetrating the first end of the bridge member and penetrating the first end of the fourth horizontal member into the through hole of the second column; and erecting the third column and the fourth column. By sliding the second frame in this state, the second end of the third horizontal member on the side opposite to the first end is passed through the through hole of the third column, and the and a fourth step of passing a second end of the fourth horizontal member opposite to the first end through the through holes of the four pillars.

同方法によれば、第1柱に対して第1横架材及び第3横架材を互いに直交する2つの方向から貫通させることができるとともに、第2柱に対して第1横架材及び第4横架材を互いに直交する2つの方向から貫通させることができる。また、第3柱に対して第2横架材及び第3横架材を互いに直交する2つの方向から貫通させることができるとともに、第4柱に対して第2横架材及び第4横架材を互いに直交する2つの方向から貫通させることができる。これにより、柱と横架材との仕口の全てを固定端とすることができる。したがって、木造建築物の強度を高めることができる。 According to this method, the first horizontal member and the third horizontal member can be passed through the first column from two directions orthogonal to each other, and the first horizontal member and the third horizontal member can be passed through the second column. The fourth horizontal member can be penetrated from two directions perpendicular to each other. Further, the second horizontal member and the third horizontal member can be passed through the third column from two directions perpendicular to each other, and the second horizontal member and the fourth horizontal member can be made to penetrate the fourth column. The material can be penetrated from two directions perpendicular to each other. As a result, all joints between the pillars and the horizontal members can be fixed ends. Therefore, the strength of the wooden building can be increased.

上記木造建築物の建前工法において、前記第1工程では、前記第1柱及び前記第2柱を寝かせた状態で、前記第1フレームを形成し、前記第2工程では、前記第3柱及び前記第4柱を寝かせた状態で、前記第2フレームを形成し、前記第3工程に先立ち、前記第1フレームを吊り上げることで前記第1柱及び前記第2柱を直立させた状態にし、前記第4工程に先立ち、前記第2フレームを吊り上げることで前記第3柱及び前記第4柱を直立させた状態にすることが好ましい。 In the wooden building front construction method, in the first step, the first frame is formed with the first pillar and the second pillar laid down, and in the second step, the third pillar and the The second frame is formed with the fourth pillar laid down, and prior to the third step, the first frame is lifted to make the first pillar and the second pillar stand upright, and the second frame is erected. Preferably, prior to step 4, the third column and the fourth column are erected by lifting the second frame.

同方法によれば、フレームを構成する柱及び横架材の数が多い場合や、重量が大きい場合であっても、第1フレーム及び第2フレームを容易に形成することができる。
上記木造建築物の建前工法において、前記第1横架材と、前記第2横架材と、前記第3横架材と、前記第4横架材とを、上下方向において同一の位置に設けることが好ましい。
According to this method, the first frame and the second frame can be easily formed even if the number of pillars and horizontal members constituting the frame is large or the weight is large.
In the above construction method for wooden buildings, the first horizontal member, the second horizontal member, the third horizontal member, and the fourth horizontal member are provided at the same position in the vertical direction. is preferred.

同方法によれば、木造建築物の意匠性を高めることができる。
また、上記課題を解決するための木造建築物の建前構造は、互いに間隔をおいて設けられた第1柱及び第2柱、及び前記第1柱の貫通孔及び前記第2柱の貫通孔を貫通する第1横架材を有する第1フレームと、互いに間隔をおいて設けられた第3柱及び第4柱、及び前記第3柱の貫通孔及び前記第4柱の貫通孔を貫通する第2横架材を有する第2フレームと、前記第1柱の貫通孔を貫通する第1端と前記第3柱の貫通孔を貫通する第2端とを有する第3横架材と、前記第2柱の貫通孔を貫通する第1端と前記第4柱の貫通孔を貫通する第2端とを有する第4横架材と、を備える、同構成によれば、第1柱に対して第1横架材及び第3横架材を貫通させることができるとともに、第2柱に対して第1横架材及び第4横架材を貫通させることができる。また、第3柱に対して第2横架材及び第3横架材を貫通させることができるとともに、第4柱に対して第2横架材及び第4横架材を貫通させることができる。これにより、柱と横架材との仕口の全てを固定端とすることができる。したがって、木造建築物の強度を高めることができる。
According to this method, it is possible to enhance the design of the wooden building.
In addition, the front structure of a wooden building for solving the above problems includes a first pillar and a second pillar provided at intervals, and a through hole of the first pillar and a through hole of the second pillar. a first frame having a first horizontal member penetrating therethrough; a third column and a fourth column spaced apart from each other; a second frame having two horizontal members; a third horizontal member having a first end penetrating the through hole of the first column and a second end penetrating the through hole of the third column; A fourth horizontal member having a first end penetrating through the through-holes of the two columns and a second end penetrating through the through-holes of the fourth column. The first horizontal member and the third horizontal member can be passed through, and the first horizontal member and the fourth horizontal member can be passed through the second column. Further, the second horizontal member and the third horizontal member can be passed through the third pillar, and the second horizontal member and the fourth horizontal member can be passed through the fourth pillar. . As a result, all joints between the pillars and the horizontal members can be fixed ends. Therefore, the strength of the wooden building can be increased.

上記木造建築物の建前構造において、前記第1横架材と、前記第2横架材と、前記第3横架材と、前記第4横架材とは、上下方向において同一の位置に設けられていることが好ましい。 In the front structure of the wooden building, the first horizontal member, the second horizontal member, the third horizontal member, and the fourth horizontal member are provided at the same position in the vertical direction. It is preferable that

同構成によれば、木造建築物の意匠性を高めることができる。 According to this configuration, it is possible to enhance the design of the wooden building.

本発明によれば、木造建築物の強度を高めることができる。 ADVANTAGE OF THE INVENTION According to this invention, the intensity|strength of a wooden building can be improved.

木造建築物の建前構造の一実施形態を示す斜視図。The perspective view which shows one Embodiment of the front structure of a wooden building. 同実施形態の建前構造を示す平面図。The top view which shows the front structure of the same embodiment. 同実施形態の建前構造を示す分解斜視図。The disassembled perspective view which shows the front structure of the same embodiment. (a)~(c)は、同実施形態の建前工法を示す斜視図。(a) to (c) are perspective views showing the construction method of the same embodiment. (a)~(c)は、同実施形態の建前工法を示す斜視図。(a) to (c) are perspective views showing the construction method of the same embodiment. 従来の建前構造を示す斜視図。The perspective view which shows the conventional public front structure.

以下、図1~図5を参照して、一実施形態について説明する。
図1~図3に示すように、本実施形態の木造建築物の建前構造(以下、建前構造)は、互いに間隔をおいて設けられた第1柱11及び第2柱14、並びに第1柱11の貫通孔12及び第2柱14の貫通孔15を貫通する第1横架材19を有する第1フレーム10を備えている。本実施形態の第1フレーム10では、第1柱11と第2柱14との間に第1中間柱17が設けられている。第1横架材19は、第1中間柱17の貫通孔18を貫通している。本実施形態では、上下方向に互いに間隔をおいて3本の第1横架材19が設けられている。
An embodiment will be described below with reference to FIGS. 1 to 5. FIG.
As shown in FIGS. 1 to 3, the front structure of the wooden building of this embodiment (hereinafter referred to as the front structure) includes a first pillar 11 and a second pillar 14 provided at intervals, and a first pillar 11 through-holes 12 and through-holes 15 of the second pillars 14. A first intermediate post 17 is provided between the first post 11 and the second post 14 in the first frame 10 of the present embodiment. The first horizontal member 19 passes through the through hole 18 of the first intermediate column 17 . In this embodiment, three first horizontal members 19 are provided at intervals in the vertical direction.

また、建前構造は、互いに間隔をおいて設けられた第3柱21及び第4柱24、並びに第3柱21の貫通孔22及び第4柱24の貫通孔25を貫通する第2横架材29を有する第2フレーム20を備えている。本実施形態の第2フレーム20では、第3柱21と第4柱24との間に第2中間柱27が設けられている。第2横架材29は、第2中間柱27の貫通孔28を貫通している。本実施形態では、上下方向に互いに間隔をおいて3本の第2横架材29が設けられている。 In addition, the front structure includes a third pillar 21 and a fourth pillar 24 which are spaced apart from each other, and a second horizontal member passing through the through hole 22 of the third pillar 21 and the through hole 25 of the fourth pillar 24. 29 is provided. A second intermediate post 27 is provided between the third post 21 and the fourth post 24 in the second frame 20 of the present embodiment. The second horizontal member 29 passes through the through hole 28 of the second intermediate column 27 . In this embodiment, three second horizontal members 29 are provided at intervals in the vertical direction.

また、建前構造は、第1柱11の貫通孔13を貫通する第1端31と第3柱21の貫通孔23を貫通する第2端32とを有する第3横架材30を備えている。本実施形態では、上下方向に互いに間隔をおいて3本の第3横架材30が設けられている。第1柱11の貫通孔12の貫通方向と貫通孔13の貫通方向とは互いに直交している。第3柱21の貫通孔22の貫通方向と貫通孔23の貫通方向とは互いに直交している。 The front structure also includes a third horizontal member 30 having a first end 31 passing through the through hole 13 of the first pillar 11 and a second end 32 passing through the through hole 23 of the third pillar 21. . In this embodiment, three third horizontal members 30 are provided at intervals in the vertical direction. The penetrating direction of the through hole 12 of the first column 11 and the penetrating direction of the through hole 13 are orthogonal to each other. The penetrating direction of the through hole 22 of the third column 21 and the penetrating direction of the through hole 23 are orthogonal to each other.

また、建前構造は、第2柱14の貫通孔16を貫通する第1端41と第4柱24の貫通孔26を貫通する第2端42とを有する第4横架材40とを備えている。本実施形態では、上下方向に互いに間隔をおいて3本の第4横架材40が設けられている。第2柱14の貫通孔15の貫通方向と貫通孔16の貫通方向とは互いに直交している。第4柱24の貫通孔25の貫通方向と貫通孔26の貫通方向とは互いに直交している。 The front structure also includes a fourth horizontal member 40 having a first end 41 penetrating through the through hole 16 of the second pillar 14 and a second end 42 penetrating through the through hole 26 of the fourth pillar 24. there is In this embodiment, three fourth horizontal members 40 are provided at intervals in the vertical direction. The penetrating direction of the through hole 15 of the second column 14 and the penetrating direction of the through hole 16 are orthogonal to each other. The penetrating direction of the through hole 25 of the fourth column 24 and the penetrating direction of the through hole 26 are orthogonal to each other.

第1柱11、第2柱14、第3柱21、及び第4柱24は、平面視長方形の4つの角の位置に配置されている。
本実施形態の柱11,14,17,21,24,27の形状は、四角柱である。
The first pillar 11, the second pillar 14, the third pillar 21, and the fourth pillar 24 are arranged at four corners of a rectangular shape in plan view.
The shape of the pillars 11, 14, 17, 21, 24, 27 of this embodiment is a quadrangular prism.

第1横架材19と、第2横架材29と、第3横架材30と、第4横架材40とは、上下方向において同一の位置に配置されている。より詳しくは、それぞれ一番上に位置する第1横架材19と、第2横架材29と、第3横架材30と、第4横架材40とは、上下方向において同一の位置に配置されている。それぞれ一番下に位置する第1横架材19と、第2横架材29と、第3横架材30と、第4横架材40とは、上下方向において同一の位置に配置されている。それぞれ上下方向の中央に位置する第1横架材19と、第2横架材29と、第3横架材30と、第4横架材40とは、上下方向において同一の位置に配置されている。 The first horizontal member 19, the second horizontal member 29, the third horizontal member 30, and the fourth horizontal member 40 are arranged at the same position in the vertical direction. More specifically, the first horizontal member 19, the second horizontal member 29, the third horizontal member 30, and the fourth horizontal member 40 positioned at the top are positioned at the same position in the vertical direction. are placed in The lowermost first horizontal member 19, second horizontal member 29, third horizontal member 30, and fourth horizontal member 40 are arranged at the same position in the vertical direction. there is The first horizontal member 19, the second horizontal member 29, the third horizontal member 30, and the fourth horizontal member 40, which are respectively positioned in the center in the vertical direction, are arranged at the same position in the vertical direction. ing.

図4に示すように、第1横架材19の両端19aは、下部を切り欠くことで長さ方向の中央部分に比べて上下方向の長さ(以下、高さ寸法)が小さくされている。本実施形態における両端19aの高さ寸法は、上記中央部分の半分である。 As shown in FIG. 4, both ends 19a of the first horizontal member 19 are notched in the lower part so that the length in the vertical direction (hereinafter referred to as the height dimension) is smaller than the central part in the length direction. . The height dimension of both ends 19a in this embodiment is half that of the central portion.

図1に示すように、第2横架材29の両端29aは、下部を切り欠くことで長さ方向の中央部分に比べて高さ寸法が小さくされている。本実施形態における両端29aの高さ寸法は、上記中央部分の半分である。なお、同図では一方の端29aのみを示している。 As shown in FIG. 1, both ends 29a of the second horizontal member 29 are made smaller in height than the central portion in the longitudinal direction by cutting out the lower portions. The height dimension of both ends 29a in this embodiment is half that of the central portion. In addition, only one end 29a is shown in the figure.

図3及び図5に示すように、第3横架材30の第1端31及び第2端32は、上部を切り欠くことで長さ方向の中央部分に比べて高さ寸法が小さくされている。本実施形態における第1端31及び第2端32の高さ寸法は、上記中央部分の半分である。 As shown in FIGS. 3 and 5, the first end 31 and the second end 32 of the third horizontal member 30 are notched at the upper portion so that the height dimension is smaller than that of the central portion in the longitudinal direction. there is The height dimension of the first end 31 and the second end 32 in this embodiment is half that of the central portion.

第4横架材40の第1端41及び第2端42は、上部を切り欠くことで長さ方向の中央部分に比べて高さ寸法が小さくされている。本実施形態における第1端41及び第2端42の高さ寸法は、上記中央部分の半分である。 The first end 41 and the second end 42 of the fourth horizontal member 40 are notched in the upper part so that the height dimension is made smaller than the central part in the length direction. The height dimension of the first end 41 and the second end 42 in this embodiment is half that of the central portion.

なお、柱11,14,17,21,24,27と、横架材19,29,30,40との仕口には、図示しない楔が設けられている。
次に、本実施形態の木造建築物の建前工法(以下、建前工法)について説明する。
Wedges (not shown) are provided at the joints between the pillars 11, 14, 17, 21, 24, 27 and the horizontal members 19, 29, 30, 40. FIG.
Next, the construction method (hereinafter referred to as construction method) for a wooden building according to the present embodiment will be described.

まず、図示しないドック上に、図4(a)に示すように、第1柱11及び第1中間柱17を寝かせた状態で載置する。
この状態において、図4(b)に示すように、第1横架材19をスライドさせることで、第1横架材19の一方の端19aを第1中間柱17の貫通孔18及び第1柱11の貫通孔12に順に貫通させる。
First, as shown in FIG. 4A, the first pillar 11 and the first intermediate pillar 17 are laid down on a dock (not shown).
In this state, as shown in FIG. 4(b), by sliding the first horizontal member 19, one end 19a of the first horizontal member 19 is positioned between the through hole 18 of the first intermediate post 17 and the first horizontal member 19. The through holes 12 of the pillars 11 are made to penetrate in order.

続いて、図4(c)に示すように、第2柱14を寝かせた状態でスライドさせることで、第2柱14の貫通孔15に第1横架材19の他方の端19aを貫通させる。
このようにして、第1フレーム10を形成する(以上、第1工程)。
Subsequently, as shown in FIG. 4C, by sliding the second column 14 in a laid state, the other end 19a of the first horizontal member 19 is passed through the through hole 15 of the second column 14. .
Thus, the first frame 10 is formed (above, first step).

なお、第2フレーム20を形成する第2工程は、第1工程と同様である。このため、第2工程についての説明を省略する。
次に、図5(a)に示すように、クレーンにより、第1フレーム10を吊り上げることで第1柱11、第1中間柱17、及び第2柱14を直立させた状態にする。そして、クレーンにより、第1柱11、第1中間柱17、及び第2柱14を、図示しない礎石上に立てる。
The second step of forming the second frame 20 is the same as the first step. Therefore, description of the second step is omitted.
Next, as shown in FIG. 5(a), the first frame 10 is lifted by a crane so that the first pillar 11, the first intermediate pillar 17, and the second pillar 14 are erected. Then, a crane is used to erect the first pillar 11, the first intermediate pillar 17, and the second pillar 14 on foundation stones (not shown).

次に、図5(b)に示すように、第1柱11の貫通孔13に対して第3横架材30の第1端31を貫通させるとともに、第2柱14の貫通孔16に対して第4横架材40の第1端41を貫通させる(以上、第3工程)。 Next, as shown in FIG. 5B, the first end 31 of the third horizontal member 30 is passed through the through hole 13 of the first pillar 11, and the through hole 16 of the second pillar 14 is to penetrate the first end 41 of the fourth horizontal member 40 (thus, the third step).

次に、図5(c)に示すように、クレーンにより、第2フレーム20を吊り上げることで第3柱21及び第4柱24を直立させた状態にする。そして、クレーンにより、第2フレーム20をスライドさせることで、第3柱21の貫通孔23に対して、第3横架材30の第2端32を貫通させるとともに、第4柱24の貫通孔26に対して、第4横架材40の第2端42を貫通させる(以上、第4工程)。 Next, as shown in FIG. 5(c), the second frame 20 is lifted by a crane so that the third pillar 21 and the fourth pillar 24 are erected. Then, by sliding the second frame 20 with a crane, the second end 32 of the third horizontal member 30 is passed through the through hole 23 of the third pillar 21, and the through hole of the fourth pillar 24 is opened. 26, the second end 42 of the fourth horizontal member 40 is passed through (this is the fourth step).

このようにして建前構造が形成される。
次に、本実施形態の作用効果について説明する。
(1)建前工法は、第1フレーム10を形成する第1工程と、第2フレーム20を形成する第2工程とを備える。また、建前工法は、第1柱11及び第2柱14を直立させた状態で、第1柱11の貫通孔13に対して第3横架材30の第1端31を貫通させるとともに、第2柱14の貫通孔16に対して第4横架材40の第1端41を貫通させる第3工程を備える。また、建前工法は、第3柱21及び第4柱24を直立させた状態で第2フレーム20をスライドさせることで、第3柱21の貫通孔23に対して、第3横架材30の第1端31とは反対側の第2端32を貫通させるとともに、第4柱24の貫通孔26に対して、第4横架材40の第1端41とは反対側の第2端42を貫通させる第4工程を備える。
In this way, the tatemae structure is formed.
Next, the effects of this embodiment will be described.
(1) The construction method includes a first step of forming the first frame 10 and a second step of forming the second frame 20 . In addition, in the construction method, the first end 31 of the third horizontal member 30 is passed through the through hole 13 of the first column 11 while the first column 11 and the second column 14 are erected. A third step of passing the first end 41 of the fourth horizontal member 40 through the through hole 16 of the two pillars 14 is provided. In the construction method, the second frame 20 is slid while the third pillar 21 and the fourth pillar 24 are erected. The second end 32 opposite to the first end 31 is passed through, and the second end 42 opposite to the first end 41 of the fourth horizontal member 40 with respect to the through hole 26 of the fourth pillar 24 . A fourth step of penetrating the

こうした方法によれば、第1柱11に対して第1横架材19及び第3横架材30を互いに直交する2つの方向から貫通させることができるとともに、第2柱14に対して第1横架材19及び第4横架材40を互いに直交する2つの方向から貫通させることができる。また、第3柱21に対して第2横架材29及び第3横架材30を互いに直交する2つの方向から貫通させることができるとともに、第4柱24に対して第2横架材29及び第4横架材40を互いに直交する2つの方向から貫通させることができる。これにより、柱11,14,21,24と横架材19,29,30,40との仕口の全てを固定端とすることができる。したがって、木造建築物の強度を高めることができる。 According to such a method, the first horizontal member 19 and the third horizontal member 30 can be passed through the first column 11 from two directions orthogonal to each other, and the first horizontal member 19 can be made to penetrate the second column 14 . The horizontal member 19 and the fourth horizontal member 40 can be penetrated from two directions perpendicular to each other. Further, the second horizontal member 29 and the third horizontal member 30 can be passed through the third pillar 21 from two directions perpendicular to each other, and the second horizontal member 29 can penetrate the fourth pillar 24 . and the fourth horizontal member 40 can be penetrated from two directions perpendicular to each other. Thereby, all the joints between the pillars 11, 14, 21, 24 and the horizontal members 19, 29, 30, 40 can be fixed ends. Therefore, the strength of the wooden building can be increased.

(2)第1工程では、第1柱11、第1中間柱17、及び第2柱14を寝かせた状態で、第1フレーム10を形成する。第2工程では、第3柱21、第2中間柱27、及び第4柱24を寝かせた状態で、第2フレーム20を形成する。第3工程に先立ち、第1フレーム10を吊り上げることで第1柱11、第1中間柱17、及び第2柱14を直立させた状態にする。第4工程に先立ち、第2フレーム20を吊り上げることで第3柱21、第2中間柱27、及び第4柱24を直立させた状態にする。 (2) In the first step, the first frame 10 is formed with the first pillar 11, the first intermediate pillar 17, and the second pillar 14 laid down. In the second step, the second frame 20 is formed with the third column 21, the second intermediate column 27, and the fourth column 24 laid down. Prior to the third step, the first frame 10 is lifted so that the first column 11, the first intermediate column 17, and the second column 14 are erected. Prior to the fourth step, the third pillar 21, the second intermediate pillar 27, and the fourth pillar 24 are erected by lifting the second frame 20. As shown in FIG.

こうした方法によれば、フレーム10(20)を構成する柱11,14,17(21,24,27)及び横架材19,29,30,40の数が多い場合や、重量が大きい場合であっても、第1フレーム10及び第2フレーム20を容易に形成することができる。 According to this method, even when the number of pillars 11, 14, 17 (21, 24, 27) and horizontal members 19, 29, 30, 40 constituting the frame 10 (20) is large and the weight is large, Even if there is, the first frame 10 and the second frame 20 can be easily formed.

(3)第1横架材19と、第2横架材29と、第3横架材30と、第4横架材40とを上下方向において同一の位置に設ける。
こうした方法によれば、木造建築物の意匠性を高めることができる。
(3) The first horizontal member 19, the second horizontal member 29, the third horizontal member 30, and the fourth horizontal member 40 are provided at the same position in the vertical direction.
According to such a method, it is possible to enhance the design of the wooden building.

(4)建前構造は、第1フレーム10と、第2フレーム20と、第1柱11の貫通孔13を貫通する第1端31と第3柱21の貫通孔23を貫通する第2端32とを有する第3横架材30と、第2柱14の貫通孔16を貫通する第1端41と第4柱24の貫通孔26を貫通する第2端42とを有する第4横架材40とを備える。 (4) The front structure includes a first frame 10, a second frame 20, a first end 31 passing through the through hole 13 of the first pillar 11, and a second end 32 passing through the through hole 23 of the third pillar 21. and a fourth horizontal member having a first end 41 passing through the through-hole 16 of the second pillar 14 and a second end 42 passing through the through-hole 26 of the fourth pillar 24. 40.

こうした構成によれば、上記(1)と同様な作用効果を奏することができる。
<変更例>
上記実施形態は、例えば以下のように変更して実施することもできる。本実施形態及び以下の変更例は、技術的に矛盾しない範囲で互いに組み合わせて実施することができる。
According to such a configuration, it is possible to obtain the same effect as the above (1).
<Change example>
For example, the above-described embodiment can be modified and implemented as follows. This embodiment and the following modified examples can be implemented in combination with each other within a technically consistent range.

・柱11,14,17,21,24,27の形状は四角柱に限定されない。例えば、六角柱や八角柱などの多角柱にすることもできるし、円柱にすることもできる。
・例えば第1横架材19及び第2横架材29は、それぞれ1つの木材によって構成されていてもよいし、長さ方向において複数に分割して構成されていてもよい。また、第3横架材30及び第4横架材40についても同様である。
- The shape of the pillars 11, 14, 17, 21, 24, and 27 is not limited to square pillars. For example, it can be a polygonal prism such as a hexagonal prism or an octagonal prism, or it can be a circular cylinder.
- For example, the first horizontal member 19 and the second horizontal member 29 may each be made of one piece of wood, or may be made of a plurality of pieces divided in the length direction. The same applies to the third horizontal member 30 and the fourth horizontal member 40 .

・第1横架材19、第2横架材29、第3横架材30、及び第4横架材40の数を任意に変更することができる。
・第1横架材19、第2横架材29、第3横架材30、及び第4横架材40は、上下方向において同一の位置に設けられるものに限定されない。例えば、第1横架材19及び第2横架材29の上下方向における位置と、第3横架材30及び第4横架材40の上下方向における位置とを互いに異ならせてもよい。この場合、横架材19,29,30,40の高さ寸法を長さ方向の全体にわたって同一にすることもできる。
- The numbers of the first horizontal member 19, the second horizontal member 29, the third horizontal member 30, and the fourth horizontal member 40 can be changed arbitrarily.
- The first horizontal member 19, the second horizontal member 29, the third horizontal member 30, and the fourth horizontal member 40 are not limited to being provided at the same position in the vertical direction. For example, the vertical positions of the first horizontal member 19 and the second horizontal member 29 may be different from the vertical positions of the third horizontal member 30 and the fourth horizontal member 40 . In this case, the height dimensions of the horizontal members 19, 29, 30, 40 can be the same over the entire lengthwise direction.

・第1中間柱17及び第2中間柱27の数を2本以上にすることもできる。
・第1中間柱17及び第2中間柱27を省略することもできる。
・第1柱11と第3柱21との間に1本または複数本の中間柱を設けることもできる。また、第1柱11と第3柱21との間に1本または複数本の中間柱を設けることもできる。
- The number of first intermediate posts 17 and second intermediate posts 27 can be two or more.
- The first intermediate column 17 and the second intermediate column 27 can be omitted.
- One or more intermediate columns may be provided between the first column 11 and the third column 21 . Also, one or more intermediate columns can be provided between the first column 11 and the third column 21 .

・第1工程において、第1柱11及び第2柱14を直立させた状態で第1フレーム10を形成するようにしてもよい。第2工程についても同様である。
・例えば第1柱11及び第3柱21が上下方向に対して傾斜しているものであってもよい。
- In the first step, the first frame 10 may be formed in a state in which the first pillars 11 and the second pillars 14 are erected. The same applies to the second step.
- For example, the first pillar 11 and the third pillar 21 may be inclined with respect to the vertical direction.

・上記実施形態では、横架材を、柱の貫通孔を貫通する貫として具体化した。この場合、上述したように、柱と貫との仕口には、柱と貫とを固定する楔が設けられる。
これに代えて、例えば横架材の端部に、横架材の長さ方向に突出する直方体状の凸部、所謂長ホゾを設けるとともに、この長ホゾが、柱に設けられた貫通孔、所謂ホゾ孔を貫通する構成としてもよい。すなわち、横架材を、長ホゾなどを有する差し物として具体化することもできる。この場合、柱と長ホゾとの仕口には、柱と長ホゾとを固定する車知栓や込み栓などが設けられる。
- In the above-described embodiment, the horizontal member is embodied as a penetrating through the through-hole of the column. In this case, as described above, the joint between the pillar and the pier is provided with a wedge for fixing the pillar and the pier.
Instead of this, for example, a rectangular parallelepiped protrusion projecting in the length direction of the horizontal member, a so-called long tenon, is provided at the end of the horizontal member, and this long tenon is a through hole provided in the pillar. It is good also as a structure which penetrates what is called a tenon hole. That is, the horizontal member can also be embodied as an insert having a long tenon or the like. In this case, the joint between the pillar and the long tenon is provided with a carriage plug or a plug for fixing the pillar and the long tenon.

10…第1フレーム
11…第1柱
12,13…貫通孔
14…第2柱
15,16…貫通孔
17…第1中間柱
18…貫通孔
19…第1横架材
19a…端
20…第2フレーム
21…第3柱
22,23…貫通孔
24…第4柱
25,26…貫通孔
27…第2中間柱
28…貫通孔
29…第2横架材
29a…端
30…第3横架材
31…第1端
32…第2端
40…第4横架材
41…第1端
42…第2端
DESCRIPTION OF SYMBOLS 10... First frame 11... First column 12, 13... Through hole 14... Second column 15, 16... Through hole 17... First intermediate column 18... Through hole 19... First horizontal member 19a... End 20... Third 2 frames 21 third column 22, 23 through hole 24 fourth column 25, 26 through hole 27 second intermediate column 28 through hole 29 second horizontal member 29a end 30 third horizontal member Material 31... First end 32... Second end 40... Fourth horizontal member 41... First end 42... Second end

同方法によれば、木造建築物の意匠性を高めることができる。
また、上記課題を解決するための木造建築物の建前構造は、互いに間隔をおいて設けられた第1柱及び第2柱、及び前記第1柱の貫通孔及び前記第2柱の貫通孔を貫通する第1横架材を有する第1フレームと、互いに間隔をおいて設けられた第3柱及び第4柱、及び前記第3柱の貫通孔及び前記第4柱の貫通孔を貫通する第2横架材を有する第2フレームと、前記第1柱の貫通孔を貫通する第1端と前記第3柱の貫通孔を貫通する第2端とを有する第3横架材と、前記第2柱の貫通孔を貫通する第1端と前記第4柱の貫通孔を貫通する第2端とを有する第4横架材と、を備える
構成によれば、第1柱に対して第1横架材及び第3横架材を貫通させることができるとともに、第2柱に対して第1横架材及び第4横架材を貫通させることができる。また、第3柱に対して第2横架材及び第3横架材を貫通させることができるとともに、第4柱に対して第2横架材及び第4横架材を貫通させることができる。これにより、柱と横架材との仕口の全てを固定端とすることができる。したがって、木造建築物の強度を高めることができる。
According to this method, it is possible to enhance the design of the wooden building.
In addition, the front structure of a wooden building for solving the above problems includes a first pillar and a second pillar provided at intervals, and a through hole of the first pillar and a through hole of the second pillar. a first frame having a first horizontal member penetrating therethrough; a third column and a fourth column spaced apart from each other; a second frame having two horizontal members; a third horizontal member having a first end penetrating the through hole of the first column and a second end penetrating the through hole of the third column; A fourth horizontal member having a first end penetrating through the through holes of the two columns and a second end penetrating through the through holes of the fourth column .
According to this configuration, the first horizontal member and the third horizontal member can be passed through the first column, and the first horizontal member and the fourth horizontal member can be passed through the second column. can be made Further, the second horizontal member and the third horizontal member can be passed through the third pillar, and the second horizontal member and the fourth horizontal member can be passed through the fourth pillar. . As a result, all joints between the pillars and the horizontal members can be fixed ends. Therefore, the strength of the wooden building can be increased.

Claims (5)

互いに間隔をおいて設けられた第1柱及び第2柱、並びに前記第1柱の貫通孔及び前記第2柱の貫通孔を貫通する第1横架材を備える第1フレームを形成する第1工程と、
互いに間隔をおいて設けられた第3柱及び第4柱、並びに前記第3柱の貫通孔及び前記第4柱の貫通孔を貫通する第2横架材を備える第2フレームを形成する第2工程と、
前記第1柱及び前記第2柱を直立させた状態で、前記第1柱の貫通孔に対して第3横架材の第1端を貫通させるとともに、前記第2柱の貫通孔に対して第4横架材の第1端を貫通させる第3工程と、
前記第3柱及び前記第4柱を直立させた状態で前記第2フレームをスライドさせることで、前記第3柱の貫通孔に対して、前記第3横架材の前記第1端とは反対側の第2端を貫通させるとともに、前記第4柱の貫通孔に対して、前記第4横架材の前記第1端とは反対側の第2端を貫通させる第4工程と、を備える、
木造建築物の建前工法。
a first column forming a first frame comprising a first column and a second column spaced apart from each other and a first horizontal member extending through the through hole of the first column and the through hole of the second column; process and
a second frame forming a second frame comprising third and fourth pillars spaced apart from each other and second transverse members passing through the through holes of the third pillar and the through holes of the fourth pillar; process and
With the first column and the second column erected, the first end of the third horizontal member is passed through the through hole of the first column, and the through hole of the second column is a third step of penetrating the first end of the fourth horizontal member;
By sliding the second frame while the third column and the fourth column are erected, the first end of the third horizontal member is opposite to the through hole of the third column. a fourth step of penetrating the second end of the fourth horizontal member and penetrating the second end of the fourth horizontal member on the side opposite to the first end with respect to the through hole of the fourth pillar. ,
Front construction method for wooden buildings.
前記第1工程では、前記第1柱及び前記第2柱を寝かせた状態で、前記第1フレームを形成し、
前記第2工程では、前記第3柱及び前記第4柱を寝かせた状態で、前記第2フレームを形成し、
前記第3工程に先立ち、前記第1フレームを吊り上げることで前記第1柱及び前記第2柱を直立させた状態にし、
前記第4工程に先立ち、前記第2フレームを吊り上げることで前記第3柱及び前記第4柱を直立させた状態にする、
請求項1に記載の木造建築物の建前工法。
In the first step, the first frame is formed with the first pillar and the second pillar lying down,
In the second step, the second frame is formed with the third pillar and the fourth pillar laid down,
Prior to the third step, by lifting the first frame, the first column and the second column are placed in an upright state;
Prior to the fourth step, lifting the second frame causes the third column and the fourth column to stand upright;
The front construction method for a wooden building according to claim 1.
前記第1横架材と、前記第2横架材と、前記第3横架材と、前記第4横架材とを、上下方向において同一の位置に設ける、
請求項1または請求項2に記載の木造建築物の建前工法。
The first horizontal member, the second horizontal member, the third horizontal member, and the fourth horizontal member are provided at the same position in the vertical direction,
The front construction method for a wooden building according to claim 1 or 2.
互いに間隔をおいて設けられた第1柱及び第2柱、並びに前記第1柱の貫通孔及び前記第2柱の貫通孔を貫通する第1横架材を有する第1フレームと、
互いに間隔をおいて設けられた第3柱及び第4柱、並びに前記第3柱の貫通孔及び前記第4柱の貫通孔を貫通する第2横架材を有する第2フレームと、
前記第1柱の貫通孔を貫通する第1端と前記第3柱の貫通孔を貫通する第2端とを有する第3横架材と、
前記第2柱の貫通孔を貫通する第1端と前記第4柱の貫通孔を貫通する第2端とを有する第4横架材と、を備える、
木造建築物の建前構造。
a first frame having a first column and a second column spaced apart from each other and a first horizontal member passing through the through hole of the first column and the through hole of the second column;
a second frame having a third column and a fourth column spaced apart from each other and a second horizontal member passing through the through hole of the third column and the through hole of the fourth column;
a third horizontal member having a first end penetrating the through hole of the first column and a second end penetrating the through hole of the third column;
a fourth horizontal member having a first end penetrating the through hole of the second column and a second end penetrating the through hole of the fourth column;
Front structure of a wooden building.
前記第1横架材と、前記第2横架材と、前記第3横架材と、前記第4横架材とは、上下方向において同一の位置に設けられている、
請求項4に記載の木造建築物の建前構造。
The first horizontal member, the second horizontal member, the third horizontal member, and the fourth horizontal member are provided at the same position in the vertical direction,
The front structure of the wooden building according to claim 4.
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