JPH0327692B2 - - Google Patents

Description

【発明の詳細な説明】 〔技術分野〕 本発明は、木造家屋特に柱を木製とし梁を金属
製とした木造家屋構築物に関する。DETAILED DESCRIPTION OF THE INVENTION [Technical Field] The present invention relates to a wooden house, particularly to a wooden house structure in which the pillars are made of wood and the beams are made of metal.

〔背景技術〕[Background technology]

従来の木造家屋にあつては、柱、梁とも木製で
あり、この柱と梁には切継、柄切等を行なつて組
立てていた。しかしこの従来法にあつては、木造
家屋として居住者に対する安心感を与える利点は
あるが、切継、柄切等の加工は高度な技術を要す
ると共に、１つの建物ごとに部材の長さを設定
し、これに夫々現場に合つた加工をしなければな
らず、同一種の部材をあらゆる設計のものに対応
させることはできなかつた。また小屋梁伏図（例
えば第１図のような小屋梁伏図において、小屋梁
伏図の外形線上に配置する梁としては建物のモジ
ユールＭのｎ倍（ｎは１以上の整数）に柱Ｂの巾
を加えた長さの梁１Ａ、建物のモジユールのｎ倍
（ｎは１以上の整数）の長さの梁２Ａ、建物のモ
ジユールのｎ倍（ｎは１以上の整数）から柱Ｂの
巾を引いた長さの梁３Ａの３種類の梁を必要とし
ており、更に小屋梁伏図の外形線上に配置する上
記１Ａ，２Ａ，３Ａのうち梁３Ａは端部が柱Ｂに
直接支持されず、強度的な面でも問題があつた。 In conventional wooden houses, both the pillars and beams are made of wood, and the pillars and beams are assembled by performing cutting and jointing, cutting, etc. However, although this conventional method has the advantage of providing a sense of security to the residents of a wooden house, it requires advanced techniques for cutting and cutting joints, handles, etc., and requires the length of each member to be adjusted for each building. This meant that the same type of parts could not be used for all designs. In addition, in a shed beam plan (for example, in a shed beam plan as shown in Figure 1), the beams placed on the outline of the shed beam plan are the pillars B multiplied by n times the building module M (n is an integer of 1 or more). Beam 1A has a length that is the sum of the width of the building, beam 2A has a length n times the building module (n is an integer greater than or equal to 1), and column B has a length that is n times the building module (n is an integer greater than or equal to 1). Three types of beams are required, a beam 3A with a length minus the width, and among the above 1A, 2A, and 3A, which are placed on the outline of the shed beam floor plan, the end of beam 3A is directly supported by column B. There were also problems in terms of strength.

〔発明の目的〕[Purpose of the invention]

本発明は、柱を木製とすることで、木造家屋の
風合を失うことがなく、しかも梁を金属製とする
ことで、木製の柱に柄などの加工をする必要がな
く、また梁を金属製とすることで全体の強度を向
上でき、更に梁として長梁と短梁の２種類を用意
し、長梁のみの組合せで建物の外形線に位置する
いわゆる外梁を組立てることができまた建物の外
形線に沿つて配置した長梁に囲まれた部分の梁は
すべて短梁であり、これら長梁と短梁との組合せ
で、各種の設計の建物に対応させることができ、
また建物の外形線上に配置される長梁はすべて一
端部が柱の上端面部に載設されるので、全体をバ
ランスよく接続できる木造家屋構築物を提供する
にある。 By making the pillars wooden, the present invention does not lose the texture of a wooden house, and by making the beams metal, there is no need to process the wooden pillars with handles, etc. By making it made of metal, the overall strength can be improved, and by preparing two types of beams, long beams and short beams, it is possible to assemble so-called external beams located on the outline of the building by combining only long beams. All the beams in the area surrounded by the long beams placed along the outline of the building are short beams, and by combining these long beams and short beams, it can be adapted to buildings of various designs.
Furthermore, since one end of all the long beams arranged on the outline of the building is placed on the upper end surface of the column, it is possible to provide a wooden house structure in which the whole can be connected in a well-balanced manner.

〔発明の開示〕[Disclosure of the invention]

本発明の木造家屋構築物は、建物のモジユール
のｎ倍（ｎは１以上の整数）の長さにほぼ等しい
金属製の長梁１と、建物のモジユールのｎ倍（ｎ
は１以上の整数）の長さから木製の柱２の巾を引
いた長さにほぼ等しい長さの金属製の短梁３とを
設け、建物の外形線に沿つて長梁を配置し、長梁
１の一方の端部下面をそれぞれ木製の柱２の上端
面に載設固着し、長梁１の他方の端部を隣りの長
梁１の木製の柱２の上端面部に載設した方の一端
部に連結し、建物の外形線に沿つて配置した長梁
１にて囲まれた部分に短梁３を配設し、建物の外
形線に沿つて配置した長梁にて囲まれた部分に短
梁を配設し、長梁の巾を柱の巾よりも短くし、長
梁と短梁とを金物により接続したものである。 The wooden house structure of the present invention includes a long metal beam 1 approximately equal in length to n times the length of the building module (n is an integer of 1 or more), and a long metal beam 1 that is approximately equal in length to n times the length of the building module (n
is an integer greater than or equal to 1) and the length is approximately equal to the length of the wooden pillar 2 minus the width of the wooden pillar 2. The lower surface of one end of the long beam 1 was mounted and fixed on the upper end surface of the wooden column 2, and the other end of the long beam 1 was mounted on the upper end surface of the wooden column 2 of the adjacent long beam 1. A short beam 3 is connected to one end of the building, surrounded by long beams 1 placed along the building's outline, and a short beam 3 is placed in the area surrounded by long beams placed along the building's outline. A short beam is placed in the section where the pillar is placed, the width of the long beam is made shorter than the width of the column, and the long beam and short beam are connected by metal fittings.

以下本発明を実施例により詳述する。長梁１は
断面Ｉ形をした金属製であり、建物のモジユール
のｎ倍（ｎは１以上の整数）の長さにほぼ等しい
長さとなつている。すなわち今１例として建物の
モジユールＭを910mmとした場合、長梁１の長さ
はｎが１のときに約910mm、ｎが２の時に約1820
mm、ｎが３の時に約2730mm……ｎが６の時に約
5460mmである。ここで“約”としたのは実際は長
梁１同士を接続する際に若干の余裕（例えば５
mm）をもたせるためわずかに短くなつており、第
１４図乃至第１９図の実施例ではｎが１の時の長
梁１の長さl₁はl₁＝905mm、ｎが２の時の長梁１の
長さl₂はl₂＝1815mm、ｎが３の時の長梁１の長さ
l₃はl₃＝2725mm、同様にしてl₄＝3635mm、l₅＝4545
mm、l₆＝5455mmとなつている。一方短梁３は断面
Ｉ形をした金属製であり、建物のモジユールＭの
ｎ倍（ｎは１以上の整数）の長さから木製の柱２
の巾ｄを引いた長さにほぼ等しい長さとなつてい
る。すなわち今１例としての建物のモジユールＭ
を910mmとし、木製の柱２の巾ｄを100mmとした場
合、短梁３の長さはｎが１の時約810mm、ｎが２
の時約1720mm、ｎが３の時約2630mm、……ｎが６
の時約5360mmである。ここで“約”としたのは実
際は両端部を長梁１又は短梁３に接続する際の余
裕（両端で例えば５mmずつ）をもたせるためわず
かに短くなつており、第１４図乃至第１９図の実
施例ではｎが１の時短梁３の長さL₁＝800mm、ｎ
が２の時の短梁３の長さL₂＝1800mm、同様にし
てL₃＝2700mm、L₄＝3600mm、L₅＝4500mm、L₆＝
5400mmとなつている。断面Ｉ形の長梁１の下フラ
ンジ４には長手方向の一端部からほぼ建物のモジ
ユールＭのｎ倍（ｎは１以上の整数）の長さだけ
はなれた位置に木製の柱２の上端部と接続するた
めの柱接続用孔５が設けてある。長梁１のウエツ
ブ６には長手方向の一端部及びこの一端部からほ
ぼ建物のモジユールＭのｎ倍（ｎは１以上の整
数）の長さだけはなれた位置に梁接続用孔７が設
けてある。長梁１の上フランジ８には長手方向の
一端部からほぼ建物のモジユールＭのｎ／２倍（（ｎ は１以上の整数）の長さだけはなれた位置に大引
乃至柱接続用孔９が設けてある。短梁３の下フラ
ンジ１０には長手方向の一端部からほぼ建物のモ
ジユールＭのｎ倍（ｎは１以上の整数）の長さだ
けはなれた位置で且つ他端部をのぞく位置に木製
の柱２の上端部と連結するための柱連結用孔１１
が設けてある。短梁３のウエツブ１２には長手方
向の一端部及びこの一端部からほぼ建物のモジユ
ールＭのｎ倍（ｎは１以上の整数）の長さだけは
なれた位置に梁連結用孔１３が設けてある。短梁
３の上フランジ１４には一端部からほぼ建物のモ
ジユールＭのｎ／２倍（ｎは１以上の整数）の長さ だけはなれた位置で且つ他端部をのぞく位置に大
引乃至柱連結用孔１５が設けてある。柱２は通し
柱２ａ、管柱２ｂがあつていずれも木製であり、
通し柱２ａは図の実施例では105mm角で長さが
6000mmであり、管柱２ｂは105mm角で長さが3000
mmである。また１６は間柱、１７は筋違い、１８
は束、１９は土台、２０は大引、２１は母屋、２
２は根太、２３はたる木、２４は胴縁、２５は野
縁であり、これらはいずれも木製である。上記木
製の各部材には柄などが施してないものである。
ところで上記した金属製の長梁１と長梁１、長梁
１と短梁３、短梁３と短梁３との各連結及び、長
梁１、短梁３と上記木製の各部材との連結及び、
木製の各部材同士の連結は第２０図に示すような
金具類によつて行なうものである。ここで、長梁
１の巾は柱２の巾よりも短くなつており、このよ
うに長梁１の巾を柱１の巾よりも短くしてあるの
で、対向する長梁１間に短梁３を配置した場合、
長梁１と短梁３との間に金物により接続する余裕
の隙間ができて長梁１に短梁３を直角に配置して
金物により接続することができるものである。こ
こで、仮に、長梁１の巾が柱２の巾よりも大きい
と、対向する長梁１間の間隔よりも短梁３が長く
て短梁３を接続できないことになる。第２０図ａ
には柱頭部用金具２９が示してあり、逆状をし
ており、柱２の頭部に被せられ、両側片を釘２
６、コーチ釘２７にて固着してあり、上横片にね
じ孔２８が穿孔してある。第２０図ｂは柱２と土
台１９とを連結する金具で、状をした状金具
３０と平プレート３１とから構成され、状金具
３０には下方に向けて２個のボルト４０が垂設し
てある。第２０図ｃはＬ状をした大引取付金具４
１が示してある。また第２０図ｄには金属製の梁
同士を一直線状に接続するための梁接続用平板４
２が示してある。第２０図ｅには通し柱２ａの上
下方向の略中央に側方より被着されて短梁３と連
結するための通し柱用短梁連結金具３２が示して
あり、コ字状部の１片又は２片又は３片より突片
３８が突設してある。第２０図ｆには柱脚部用金
具３３、ｇには束脚部用金具３４が示してあり、
いずれも下方にボルト３５，３６が垂設してあ
る。第２０図中ｈには金属製の梁を直角に接続す
るための梁接続用Ｔ形金具４３が示してある。第
２０図中ｉには木製部材同士を連結するのに用い
る平板４４が示してある。上記した金属製の梁、
木製部材、金具類を用いて家屋を組立てるのであ
る。しかして基礎３７の上に土台１９を載設し、
この土台１９の上に柱２を立設する。この場合柱
２の下端部には状金具３０が被着され、ボルト
４０を土台１９に穿孔した孔３８に挿入し、平プ
レート３１を当てて平プレート３１と状金具３
０とを柱２に釘２６、コーチ釘２７で固着し、更
に平プレート３１と土台１９とを釘２６、コーチ
釘２７で固着するのである。状金具３０に平プ
レート３１を組合せることで柱２の上方への抜
け、水平方向のずれが確実に防止される。このよ
うにして柱２を立設するのであるが、２階建の場
合には通し柱２ａと管柱２ｂとを立設するもので
ある。通し柱２ａの上下方向の略中央には通し柱
用短梁連結金具３２を側方より被せてボルト３
９、ナツトにて固着してあり、通し柱用短梁連結
金具３２の突片３８に短梁３の端部とをボルト３
９、ナツトにて固着するのである。この場合短梁
３のウエツブ１２に突片３８を当て、端部の梁連
結用孔１３を利用して固着するのである。ところ
で通し柱２ａの中心間の距離はnM（ｎは１以上
の整数、Ｍはモジユール）であり、短梁３の長さ
はすでに述べたようにnMから柱の巾を引いた長
さにほぼ等しく（実際にはnMから柱の巾を引い
た長さよりわずかに短い）してあるので、通し柱
２ａの間の距離に応じて任意の短梁３を選択すれ
ばぴつたりと収まることとなる。建物の２階部分
の外形線、及びこれに囲まれた部分に配置する梁
は基本的に短梁３を用いるが、第２５図のように
通し柱２ａ間の距離が長い場合には長梁１と短梁
３とを組合せるものであり、また２階部分がない
部分においても長梁１を用いるものである。これ
ら長梁１と短梁３、短梁３同士は梁接続用Ｔ形金
具４３、梁接続用平板４２によつて梁接続用孔
７、梁連結用孔１３を利用してボルト３９、ナツ
トによつて行なう。管柱２ｂの上端部には柱頭部
用金具２９が被せられて釘２６、コーチ釘２７に
て固着してあり、短梁３の下フランジ１０の柱連
結用孔１１よりボルト３９を挿入してねじ孔２８
に螺着してある。長梁１を管柱２ｂに取付けるの
も同様に柱頭部用金具２９を用い、長梁１の下フ
ランジ１０の柱連結用孔５を利用してボルト３９
をねじ孔２８に螺着するのである。２階の梁であ
る短梁３の上には管柱２ｂが立設されるが、この
場合管柱２ｂの下端部に柱脚部用金具３３が被せ
られて釘２６、コーチ釘２７等により固着してあ
り、柱脚部用金具３３より垂設したボルト３５を
短梁３の大引乃至柱連結用孔１５に通し、ナツト
にて螺着して固着するものである。通し柱２ａ及
び管柱２ｂの上端部には柱頭部用金具２９が被せ
られて釘２６、コーチ釘２７にて固着してある。
これら通し柱２ａ、管柱２ｂのうち建物の小屋梁
伏図の外形線上に配置された柱２の上端部には建
物の外形線に沿つて配置される長梁１が接続され
る。すなわち長梁１の下フランジ４に設けた柱接
続用孔５よりボルト３９を挿入してねじ孔２８に
螺着するのである。この場合長梁１の一端部は必
ず柱２の上面に載設されて接続されるが、長梁１
の他端部は、隣りの長梁１の柱２の上面に載設さ
れた方の端部と接続されるものであり、一直線状
に接続する時は梁接続用平板４２を用いてウエツ
ブ６とウエツブ６とを梁接続用孔７を利用してボ
ルト３９で接続するのである。またこの建物の外
形線に沿つて配置される長梁１は配置に当つて必
ず、いわゆる“追い廻し”方式で接続されるもの
である。このように建物の外形線上に配置される
小屋梁はすべて長梁１が使用される。建物の外形
線に沿つて配置された長梁１にて囲まれた部分に
は短梁３が配置され、梁接続用Ｔ形金具４３によ
つて梁接続用孔７、梁連結用孔１３を利用してボ
ルト３９にて結合される。小屋梁上には束１８が
立設されるが、この場合束１８の下端部に束脚部
用金具３４を被嵌して釘２６、コーチ釘２７等で
固着し、束脚部用金具３４より垂下したボルト３
６を大引乃至柱接続用孔９又は大引乃至柱連結用
孔１５に挿入してナツトにて固着してある。束１
８には母屋２１が載設され、平板４４を当てて連
結される。一方２階の梁上には大引２０が載設さ
れる。２階の梁と大引２０との結合は大引取付金
具４１の縦片を大引２０の側面に釘２６、コーチ
釘２７等で固着し、更に大引取付金具４１の下横
片を上フランジの下面に当て、上フランジを介し
て釘、ボルト等の固着具にて大引２０と結合する
のである。また大引２０と梁とが交差する場合
は、大引乃至柱連結用孔１５を利用して大引２
０、根太２２を梁にボルト３９、ナツトにて連結
するものである。筋違い１７は端部を柱２には釘
２６打ちし、金属製の梁とは梁に設けた釘孔４６
より釘２６を挿入して筋違い１７と釘着すること
で連結するものである。 The present invention will be explained in detail below with reference to Examples. The long beam 1 is made of metal and has an I-shaped cross section, and has a length approximately equal to n times the length of the module of the building (n is an integer of 1 or more). In other words, as an example, if the module M of the building is 910 mm, the length of the long beam 1 is approximately 910 mm when n is 1, and approximately 1820 mm when n is 2.
mm, approx. 2730 mm when n is 3... approx. when n is 6
It is 5460mm. The word "approximately" used here means that there is actually a slight margin (for example, 5
mm), and in the embodiments shown in FIGS. 14 to 19, the length l 1 of the long beam 1 when n is ₁ is l ₁ = 905 mm, and the length when n is 2. Length l ₂ of beam 1 is l ₂ = 1815 mm, length of long beam 1 when n is 3
l ₃ is l ₃ = 2725mm, similarly l ₄ = 3635mm, l ₅ = 4545
mm, l ₆ = 5455 mm. On the other hand, the short beam 3 is made of metal with an I-shaped cross section, and the length of the wooden pillar 2 is n times the building module M (n is an integer of 1 or more).
The length is approximately equal to the length minus the width d. In other words, as an example, the building module M
is 910 mm, and the width d of the wooden pillar 2 is 100 mm, the length of the short beam 3 is approximately 810 mm when n is 1, and when n is 2.
Approximately 1720mm when n is 3, approx. 2630mm when n is 6
It is approximately 5360mm at the time of . The word "approximately" here means that it is actually slightly shorter in order to provide a margin (for example, 5 mm at each end) when connecting both ends to the long beam 1 or the short beam 3. In the example, the length L 1 of the time saving beam 3 where n is ₁ = 800 mm, n
Length of short beam 3 when is 2 L ₂ = 1800mm, similarly L ₃ = 2700mm, L ₄ = 3600mm, L ₅ = 4500mm, L ₆ =
It is 5400mm. At the bottom flange 4 of the long beam 1 having an I-shaped cross section, there is attached the upper end of a wooden pillar 2 at a distance from one end in the longitudinal direction by approximately n times the length of the module M of the building (n is an integer of 1 or more). A column connection hole 5 is provided for connection to the column. A beam connection hole 7 is provided in the web 6 of the long beam 1 at one end in the longitudinal direction and at a distance from this one end by approximately n times the length of the module M of the building (n is an integer of 1 or more). be. The upper flange 8 of the long beam 1 has a large or column connection hole 9 at a distance from one end in the longitudinal direction by approximately n/2 times the length of the module M of the building (where n is an integer greater than or equal to 1). The lower flange 10 of the short beam 3 is located at a distance from one end in the longitudinal direction by approximately n times the length of the module M of the building (n is an integer greater than or equal to 1), and the other end is visible. Column connection hole 11 for connecting with the upper end of the wooden column 2 at the position
is provided. A beam connecting hole 13 is provided in the web 12 of the short beam 3 at one end in the longitudinal direction and at a position spaced apart from this one end by approximately n times the length of the module M of the building (n is an integer of 1 or more). be. On the upper flange 14 of the short beam 3, there is a large extension or column located at a distance from one end by approximately n/2 times the length of the module M of the building (n is an integer of 1 or more) and at a position that looks into the other end. A connecting hole 15 is provided. The pillar 2 has a through pillar 2a and a tube pillar 2b, both of which are made of wood.
In the example shown, the through column 2a is 105 mm square and long.
6000mm, and pipe column 2b is 105mm square and 3000mm long.
mm. Also, 16 is a stud, 17 is a brace, 18
is the bundle, 19 is the foundation, 20 is the main building, 21 is the main building, 2
2 is a joist, 23 is a rafter, 24 is a rim, and 25 is a rim, all of which are made of wood. Each of the wooden members mentioned above does not have a handle or the like.
By the way, the connections between the metal long beams 1 and long beams 1, the long beams 1 and short beams 3, and the short beams 3 and 3, and the connections between the long beams 1 and short beams 3 and the wooden members mentioned above, connection and
The wooden members are connected to each other using metal fittings as shown in FIG. Here, the width of the long beam 1 is shorter than the width of the column 2, and since the width of the long beam 1 is made shorter than the width of the column 1, there is a short beam between the opposing long beams 1. If you place 3,
There is a gap between the long beam 1 and the short beam 3 that allows for connection with metal fittings, and the short beam 3 can be arranged at right angles to the long beam 1 and connected with the metal fittings. Here, if the width of the long beam 1 is larger than the width of the column 2, the short beams 3 will be longer than the distance between the opposing long beams 1, and the short beams 3 cannot be connected. Figure 20a
2 shows a column head fitting 29, which has an inverted shape and is placed over the head of column 2, with both sides attached to nails 2.
6. It is fixed with a coach nail 27, and a screw hole 28 is bored in the upper horizontal piece. FIG. 20b shows a metal fitting that connects the pillar 2 and the base 19, and is composed of a shaped metal fitting 30 and a flat plate 31. Two bolts 40 are vertically attached to the shaped metal fitting 30. There is. Figure 20c shows L-shaped large pull mounting bracket 4.
1 is shown. In addition, Fig. 20d shows a beam connecting flat plate 4 for connecting metal beams in a straight line.
2 is shown. FIG. 20e shows a short beam connecting fitting 32 for a through column that is attached from the side to approximately the center in the vertical direction of the through column 2a and is connected to the short beam 3. Projecting pieces 38 are provided to protrude from two or three pieces. Fig. 20f shows the column base fitting 33, and Fig. 20g shows the bundle leg fitting 34.
Both have bolts 35 and 36 hanging downward. In FIG. 20, h indicates a beam connecting T-shaped fitting 43 for connecting metal beams at right angles. In FIG. 20, i shows a flat plate 44 used for connecting wooden members together. The metal beams mentioned above,
Houses are assembled using wooden parts and metal fittings. Then, the foundation 19 is placed on the foundation 37,
A pillar 2 is erected on this base 19. In this case, a shaped metal fitting 30 is attached to the lower end of the column 2, a bolt 40 is inserted into a hole 38 drilled in the base 19, a flat plate 31 is applied, and the flat plate 31 and the shaped metal fitting 3 are attached.
0 is fixed to the pillar 2 with nails 26 and coach nails 27, and further the flat plate 31 and the base 19 are fixed with nails 26 and coach nails 27. By combining the shaped metal fitting 30 with the flat plate 31, the pillar 2 is reliably prevented from coming off upwardly and shifting in the horizontal direction. In this way, the columns 2 are erected, and in the case of a two-story building, the through columns 2a and the pipe columns 2b are erected. A short beam connecting fitting 32 for a through-column is placed over the vertical center of the through-column 2a from the side, and a bolt 3 is inserted.
9. It is fixed with a nut, and the end of the short beam 3 and the bolt 3 are connected to the projecting piece 38 of the short beam connecting fitting 32 for through columns.
9. It is fixed with a nut. In this case, the protruding piece 38 is applied to the web 12 of the short beam 3, and the beam connecting hole 13 at the end is used to secure it. By the way, the distance between the centers of the through columns 2a is nM (n is an integer of 1 or more, M is the module), and the length of the short beam 3 is almost equal to the length of nM minus the width of the column, as already mentioned. (Actually, the length is slightly shorter than nM minus the width of the column), so if you select any short beam 3 according to the distance between the through columns 2a, it will fit perfectly. Short beams 3 are basically used for the external outline of the second floor of the building and the area surrounded by this, but if the distance between the through columns 2a is long as shown in Figure 25, long beams 1 are used. and short beams 3, and long beams 1 are used even in areas where there is no second floor. These long beams 1 and short beams 3, and the short beams 3 are connected to bolts 39 and nuts using beam connection holes 7 and beam connection holes 13 by means of beam connection T-shaped metal fittings 43 and beam connection flat plates 42. I'll turn around and go. A column head fitting 29 is placed over the upper end of the tube column 2b and fixed with nails 26 and coach nails 27, and bolts 39 are inserted through the column connection hole 11 of the lower flange 10 of the short beam 3. Screw hole 28
It is screwed on. Similarly, to attach the long beam 1 to the tube column 2b, use the column head fitting 29, and use the column connection hole 5 of the lower flange 10 of the long beam 1 to install the bolts 39.
is screwed into the screw hole 28. A pipe column 2b is erected on top of the short beam 3, which is a beam on the second floor.In this case, a column base fitting 33 is placed on the lower end of the pipe column 2b, and the nail 26, coach nail 27, etc. A bolt 35, which is fixedly attached and suspended from the column base metal fitting 33, is passed through the long beam or column connection hole 15 of the short beam 3, and is screwed and fixed with a nut. A column head fitting 29 is placed over the upper ends of the through column 2a and the tube column 2b, and fixed with nails 26 and coach nails 27.
Of these through columns 2a and tube columns 2b, a long beam 1 arranged along the outline of the building is connected to the upper end of the pillar 2 which is arranged on the outline of the roof beam floor plan of the building. That is, the bolt 39 is inserted through the column connection hole 5 provided in the lower flange 4 of the long beam 1 and screwed into the screw hole 28. In this case, one end of the long beam 1 is always placed on the top surface of the column 2 and connected, but the long beam 1
The other end is connected to the end of the adjacent long beam 1 placed on the top surface of the column 2, and when connecting in a straight line, the web 6 is connected using the beam connecting flat plate 42. and the web 6 are connected by bolts 39 using the beam connection holes 7. In addition, the long beams 1 arranged along the outline of the building are always connected in a so-called "returning" manner. In this way, the long beams 1 are used for all the roof beams placed on the outline of the building. Short beams 3 are placed in the area surrounded by long beams 1 placed along the outline of the building, and beam connection holes 7 and beam connection holes 13 are connected by beam connection T-shaped metal fittings 43. They are connected using bolts 39. The bundle 18 is erected on the roof beam. In this case, the bundle leg fitting 34 is fitted onto the lower end of the bundle 18 and fixed with nails 26, coach nails 27, etc. Bolt 3 hanging down more
6 is inserted into the large pull-to-column connection hole 9 or the large pull-to-column connection hole 15 and fixed with a nut. bundle 1
The main building 21 is mounted on the main building 8, and connected with a flat plate 44. On the other hand, a large pulley 20 is placed on the beam on the second floor. To connect the beams on the second floor to the main drawer 20, fix the vertical piece of the main drawer fitting 41 to the side of the main drawer 20 with nails 26, coach nails 27, etc., and then attach the lower horizontal piece of the main drawer fitting 41 to the top. It is placed on the lower surface of the flange and connected to the main puller 20 via the upper flange using a fastener such as a nail or bolt. In addition, when the main pull 20 and the beam intersect, the large pull 20 and the beam can be connected using the large pull or column connection hole 15.
0. The joist 22 is connected to the beam using bolts 39 and nuts. The ends of the braces 17 are driven into the pillars 2 by nails 26, and the metal beams are connected to nail holes 46 made in the beams.
The connection is made by inserting a screw 26 and nailing it to the brace 17.

上記のようにして家屋を組立てるのであるが、
本発明にあつては、必ず建物の外形線に沿つては
長梁１が配置されるものであり、これは建物の外
形が異つた設計のものであつても本発明によれば
例えば第２２図、第２４図のように建物の外形線
に沿つて１種類の長梁１のみを配置組合せるのみ
でよいのである。 The house is assembled as described above,
According to the present invention, the long beams 1 are always arranged along the outline of the building, and even if the external shape of the building is designed differently, according to the present invention, for example, the long beams 1 are placed along the outline of the building. It is only necessary to arrange and combine only one type of long beam 1 along the outline of the building as shown in FIGS.

〔発明の効果〕〔Effect of the invention〕

本発明は、建物のモジユールのｎ倍（ｎは１以
上の整数）の長さにほぼ等しい金属製の長梁と、
建物のモジユールのｎ倍（ｎは１以上の整数）の
長さから木製の柱の巾を引いた長さにほぼ等しい
長さの金属製の短梁を設け、建物の外形線に沿つ
て長梁を配置し、長梁の一方の端部下面をそれぞ
れ木製の柱の上端面に載設固着し、長梁の他方の
端部を隣りの長梁の木製の柱の上端面部に載設し
た方の一端部に連結し、建物の外形線に沿つて配
置した長梁にて囲まれた部分に短梁を配設し、長
梁の巾を柱の巾よりも短くし、長梁と短梁とを金
物により接続してあるので、つまり、柱は木製で
あるので、木造家屋の風合を失うことがないのみ
ならず、木製の柱と金属製の梁とを連結すること
で、木製の柱に柄加工などをすることなく、金具
類によつて連結でき、また金属製の梁であるため
強度が強いものであり、更に建物の外形線に沿つ
て長梁のみを配置するだけでよいので１種類の梁
によつて建物の外形が構成できて施工が簡単であ
り、しかも建物の外形線に沿つて配置した長梁に
て囲まれた部分には短梁を配置するのみでよく、
これら長梁、短梁の２種類でいかなる建物であつ
ても構成できるものであり、部材の規格化が図
れ、木造家屋の在来工法において部材の標準化が
可能となつたものである。またいずれの長梁も必
ず一端部が柱に載設されるので、全体のバランス
がよく、強度的な面でも支持力が向上するもので
ある。 The present invention provides a metal long beam approximately equal in length to n times the length of a building module (n is an integer of 1 or more);
A short metal beam with a length approximately equal to the length of the building module (n is an integer greater than or equal to 1) minus the width of the wooden pillar is installed, and the length is lengthened along the outline of the building. The beams were placed, and the bottom surface of one end of the long beam was placed and fixed on the top surface of each wooden column, and the other end of the long beam was placed on the top surface of the adjacent long beam wooden column. A short beam is connected to one end of the building and surrounded by long beams placed along the outline of the building, and the width of the long beam is shorter than the width of the column. Since the beams are connected with hardware, in other words, the pillars are made of wood, not only does it not lose the texture of the wooden house, but by connecting the wooden pillars and metal beams, The pillars can be connected with metal fittings without any pattern processing, and since they are made of metal, they are strong, and furthermore, they can be connected by simply placing long beams along the outline of the building. This makes it easy to construct the exterior of the building because the exterior of the building can be composed of one type of beam, and it is only necessary to place short beams in areas surrounded by long beams placed along the exterior of the building. ,
These two types of beams, long beams and short beams, can be used to construct any building, making it possible to standardize the parts and standardize the parts in the conventional construction method of wooden houses. Furthermore, since one end of each long beam is always mounted on a column, the overall balance is good and the supporting capacity is improved in terms of strength.

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

第１図は従来の小屋梁伏図の一例を示す説明
図、第２図は本発明の一実施例の斜視図、第３図
は同上の拡大斜視図、第４図は通し柱と２階梁
（短梁）との連結を示す斜視図、第５図は同上の
長梁と長梁との直角接続を示す斜視図、第６図は
長梁と長梁との直線接続を示す斜視図、第７図は
長梁（短梁）と短梁（長梁）との直角接続を示す
斜視図、第８図は長梁（短梁）と束との接続を示
す斜視図、第９図は２階の床組部分の斜視図、第
１０図は通し柱と短梁との接続を示す断面図、第
１１図は長梁と長梁との直角接続を示す断面図、
第１２図は長梁と短梁との接続を示す断面図、第
１３図は柱の上下の接続を示す斜視図、第１４図
ａ，ｂ，ｃ，ｄ，ｅ，ｆ、第１５図ａ，ｂ，ｃ，
ｄ，ｅ，ｆ、第１６図ａ，ｂ，ｃ，ｄ，ｅ，ｆ、
第１７図ａ，ｂ，ｃ，ｄ，ｅ，ｆ、第１８図ａ，
ｂ，ｃ，ｄ，ｅ，ｆ、第１９図ａ，ｂ，ｃ，ｄ，
ｅ，ｆはそれぞれモジユールＭが910mmでｎが１，
２，３，４，５，６の場合の各短梁の上面図、側
面図、下面図、長梁の上面図、側面図、下面図、
第２０図ａ，ｂ，ｃ，ｄ，ｅ，ｆ，ｇ，ｈ，ｉは
それぞれ柱頭部金具、状金具と平プレート、大
引取付金具、梁接続用平板、通し柱用短梁連結金
係、柱脚部用金具、束脚部用金具、梁接続用Ｔ形
金具、平板の各斜視図、第２１図ａ，ｂ，ｃ，
ｄ，ｅ，ｆ，ｇ，ｈ，ｉ，ｊはそれぞれ通し柱、
管柱、間柱、筋違い、束、野縁又は胴縁、たる
木、根太、大引又は母屋、土台の各斜視図、第２
２図は２階建家屋における場合の小屋梁伏図の一
例を示す説明図、第２３図は同上の２階梁伏図の
説明図、第２４図は他の小屋梁伏図の説明図、第
２５図は通し柱間の距離が長い場合における梁の
配置を示す説明図、 １は長梁、２は柱、３は短梁である。 Fig. 1 is an explanatory diagram showing an example of a conventional shed beam plan, Fig. 2 is a perspective view of an embodiment of the present invention, Fig. 3 is an enlarged perspective view of the same, and Fig. 4 is a through column and a second floor beam. Figure 5 is a perspective view showing a right angle connection between long beams, Figure 6 is a perspective view showing a straight line connection between long beams, Figure 7 is a perspective view showing the right angle connection between a long beam (short beam) and a short beam (long beam), Figure 8 is a perspective view showing the connection between a long beam (short beam) and a bundle, and Figure 9 is a perspective view showing the connection between a long beam (short beam) and a bundle. A perspective view of the second floor floor assembly part, Figure 10 is a sectional view showing the connection between a through column and a short beam, and Figure 11 is a sectional view showing a right angle connection between a long beam and a long beam.
Fig. 12 is a sectional view showing the connection between long beams and short beams, Fig. 13 is a perspective view showing the connection between the upper and lower columns, Fig. 14 a, b, c, d, e, f, Fig. 15 a ,b,c,
d, e, f, Figure 16 a, b, c, d, e, f,
Figure 17 a, b, c, d, e, f, Figure 18 a,
b, c, d, e, f, Figure 19 a, b, c, d,
For e and f, module M is 910 mm and n is 1, respectively.
Top view, side view, bottom view of each short beam in case of 2, 3, 4, 5, 6, top view, side view, bottom view of long beam,
Figure 20 a, b, c, d, e, f, g, h, and i are respectively column head fittings, shaped metal fittings and flat plates, large drawer mounting fittings, beam connection flat plates, short beam connecting metal fittings for through columns, Perspective views of column base metal fittings, bundle leg metal fittings, T-shaped metal fittings for beam connection, and flat plate, Figures 21a, b, c,
d, e, f, g, h, i, j are through columns,
Perspective views of pipe columns, studs, braces, bundles, roof edges or rims, rafters, joists, main building or foundation, and foundations, Part 2
Figure 2 is an explanatory diagram showing an example of a roof beam layout for a two-story house, Figure 23 is an explanatory diagram of the same second-floor beam layout as above, and Figure 24 is an explanatory diagram of another roof beam layout. FIG. 25 is an explanatory diagram showing the arrangement of beams when the distance between through columns is long. 1 is a long beam, 2 is a column, and 3 is a short beam.

Claims (1)

【特許請求の範囲】[Claims] １ 建物のモジユールのｎ倍（ｎは１以上の整
数）の長さにほぼ等しい金属製の長梁と、建物の
モジユールのｎ倍（ｎは１以上の整数）の長さか
ら木製の柱の巾を引いた長さにほぼ等しい長さの
金属製の短梁とを設け、建物の外形線に沿つて長
梁を配置し、長梁の一方の端部下面をそれぞれ木
製の柱の上端部に載設固着し、長梁の他方の端部
を隣りの長梁の木製の柱の上端面部に載置した方
の一端部に連結し、建物の外形線に沿つて配置し
た長梁にて囲まれた部分に短梁を配設し、長梁の
巾を柱の巾よりも短くし、長梁と短梁とを金物に
より接続して成ることを特徴とする木造家屋構築
物。1 A long metal beam approximately equal in length to n times the building module (n is an integer of 1 or more) and a wooden column whose length is n times the building module (n is an integer of 1 or more). A short metal beam with a length approximately equal to the length minus the width is installed, and the long beams are placed along the outline of the building, and the bottom surface of one end of the long beam is connected to the top end of each wooden column. The other end of the long beam is connected to the upper end of the adjacent long beam placed on the upper end of the wooden column, and the long beam is placed along the outline of the building. A wooden house structure characterized by arranging short beams in the enclosed area, making the width of the long beams shorter than the width of the columns, and connecting the long beams and short beams with metal fittings.