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JPH0791863B2 - Wooden frame structure of building - Google Patents
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JPH0791863B2 - Wooden frame structure of building - Google Patents

Wooden frame structure of building

Info

Publication number
JPH0791863B2
JPH0791863B2 JP63061712A JP6171288A JPH0791863B2 JP H0791863 B2 JPH0791863 B2 JP H0791863B2 JP 63061712 A JP63061712 A JP 63061712A JP 6171288 A JP6171288 A JP 6171288A JP H0791863 B2 JPH0791863 B2 JP H0791863B2
Authority
JP
Japan
Prior art keywords
hollow
pillar
connecting member
hollow structural
cutout
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP63061712A
Other languages
Japanese (ja)
Other versions
JPH01235756A (en
Inventor
直人 安藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP63061712A priority Critical patent/JPH0791863B2/en
Publication of JPH01235756A publication Critical patent/JPH01235756A/en
Publication of JPH0791863B2 publication Critical patent/JPH0791863B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建築物の木造骨組構造およびこの木造骨組構
造に用いられる中空構造材に係り、特に通常のプレハブ
住宅よりも大型の農家、町屋風の建築物に適する木造の
骨組構造および中空構造材に関する。
Description: TECHNICAL FIELD The present invention relates to a wooden frame structure of a building and a hollow structural material used for this wooden frame structure, and particularly to a farmer or a townhouse larger than an ordinary prefabricated house. The present invention relates to a wooden frame structure and a hollow structural material suitable for a wind building.

〔従来の技術〕[Conventional technology]

従来の木質系プレハブ住宅における骨組構造は、所定太
さの1本ものの角材に、同じく1本ものの梁を柄結合あ
るいは鎹を用いて結合するのが一般的である。この際、
角柱等として用いられる角材は、太いものでも7寸角が
限度であり、昔の農家や町屋等のような民家型の住宅に
用いられる一尺角というような太い柱は用いられていな
い。これは、近年の森林の開発に伴い太い樹木そのもの
が少なくなってしまったことと、太い木材は乾燥しにく
く、乾燥させるとしても極めて長期間を必要とし、極め
て高価となってしまうからである。
In the frame structure of a conventional wooden prefabricated house, it is common to connect one beam to one square timber of a predetermined thickness using a pattern connection or hail. On this occasion,
Even if a thick bar is used as a square pole, the maximum length is 7 inches, and a thick pole such as a stile angle used for private houses such as old farmhouses and townhouses is not used. This is because the number of thick trees themselves has decreased with the development of forests in recent years, and it is difficult to dry thick wood, and even if it is dried, a very long period of time is required and it becomes extremely expensive.

一方、乾燥を十分に行わないと、建築後の柱等に割れが
生じたり、反りが生じたりして建物の機能上不都合をき
たす。
On the other hand, if it is not dried sufficiently, the pillars and the like after construction will be cracked or warped, which will be inconvenient for the function of the building.

このような欠点を改良するため、2×4等といわれる所
定断面形状の乾燥材を複数枚積み重ねて固定して形成さ
れた集成材を用いる工法も開発されている。
In order to improve such a defect, a method of using a laminated material formed by stacking and fixing a plurality of dry materials having a predetermined cross-sectional shape called 2 × 4 has been developed.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかし、このような集成材にあっては、同じ断面形状の
板材を単に積み重ねて接着したものであるため、中実材
となってあまり大きな柱等は形成できず、仮に形成した
としても極めて重量が大きくなるばかりでなく、各柱等
を連結するにあたり柄孔の形成等が極めて困難であると
いう問題点がある。
However, in such laminated wood, since plates having the same cross-sectional shape are simply stacked and adhered to each other, a solid pillar cannot be formed and a large pillar or the like cannot be formed. In addition to the large size, there is a problem that it is extremely difficult to form a handle hole when connecting the columns and the like.

ところで、集成中空材のものとしては、実開昭56-14960
9号に記載されたものがあるが、これは、原木をいわゆ
るみかん割して使用できるように断面五角形状の素材を
用い、五角形の一辺を形成する斜面を内側にして集成し
たものであり、これは中空部を材料の組み立てに有効利
用するものではなく、むしろ、端面を閉塞して用いるも
のである。
By the way, as for the laminated hollow material,
Although there is one described in No. 9, this is a material that is made by using a material with a pentagonal cross section so that the raw wood can be used by dividing it into so-called mandarin trees, with the slope forming one side of the pentagon inside, This does not effectively utilize the hollow portion for assembling the material, but rather uses the end face closed.

本発明の目的は、大断面の構造材をも含むことが可能
で、かつ、骨組を容易にできる建築物の木造骨組構造お
よびこの木造骨組構造に用いられる中空構造材を提供す
るにある。
It is an object of the present invention to provide a wooden frame structure of a building that can include a structural material having a large cross section and can be easily framed, and a hollow structural material used for the wooden frame structure.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明の骨組構造は、断面が略方形断面であって断面寸
法が同一の乾燥された細長の木質単位素材を内部に木質
単位素材の少なくとも1本分の空間を設けて複数本接着
により集束して、中空の断面正方形状、長方形状、日字
状、目字状等の中空構造材を形成し、この中空構造材の
一部を、少なくとも中空部に連通するように木質単位素
材の幅および高さ寸法の整数倍の大きさで切欠き、この
切欠部分を利用して前記中空構造材と同様な構造の他の
中空構造材を順次連結固定して構成した建築物の木造骨
組構造である。
In the frame structure of the present invention, a plurality of dried thin wooden unit materials having a substantially rectangular cross-section and the same cross-sectional dimension are provided with a space for at least one of the wooden unit materials inside, and are bundled by bonding a plurality of them. To form a hollow structure material having a hollow cross section such as a square shape, a rectangular shape, a day shape, and a mark shape, and a part of the hollow structure material is communicated with at least the hollow portion, and the width of the wooden unit material and A notch having a size that is an integral multiple of the height dimension, and utilizing this notch, a wooden frame structure of a building constructed by sequentially connecting and fixing other hollow structural members having the same structure as the hollow structural member. .

本発明において、中空構造材の連結は、中空構造材の中
空部あるいは切欠部分に挿入される木材、金属材、その
他の材料からなるやとい等といわれる連結部材を介して
行われるのが好ましい。
In the present invention, it is preferable that the hollow structural members are connected to each other through a connecting member, which is said to be made of wood, a metal material, or another material, which is inserted into a hollow portion or a cutout portion of the hollow structural material.

本発明の中空構造材は、間伐材の利用も可能な程度の太
さ、例えば6cm角、4.5cm角の太さを有する略方形断面の
細長の木質単位素材を複数本接着により集成して構成さ
れている。
The hollow structural material of the present invention is constituted by adhering a plurality of thin wood unit materials having a substantially rectangular cross section having a thickness such that thinned wood can be used, for example, 6 cm square and 4.5 cm square by adhesion. Has been done.

〔作用〕[Action]

本発明において、所定の建築物を構成するには、所定太
さの中空構造材を用いて柱を構成し、この柱に同じく中
空構造材からなる梁を水平方向に連結する。また、建物
が2階あるいは3階建等のように高さ方向に高い場合
は、通し柱もしくは柱の上端にさらに中空構造材からな
る柱を連結して建築物の高さに見合う柱構造物を構成す
る。この柱同士の連結は、上下の柱の太さが等しい場合
には、これらの柱の中空部内に入る連結部材を介して連
結、固定してもよく、また、重量を受ける度合の少ない
上方の柱を細くする場合には、この細い柱が太い下側の
柱の中空部に入る太さとし、この上方部の柱を直接下方
の柱の中空部内に挿入固定してもよい。
In the present invention, in order to form a predetermined building, a pillar is formed by using a hollow structural material having a predetermined thickness, and a beam also made of the hollow structural material is horizontally connected to the pillar. In addition, when the building is tall in the height direction, such as the second floor or the third floor, a pillar structure that is commensurate with the height of the building by connecting a pillar made of a hollow structural material to the through pillar or the upper end of the pillar is used. Constitute. When the upper and lower pillars have the same thickness, the pillars may be connected and fixed to each other via connecting members that enter the hollow portions of these pillars. In the case of thinning the pillar, the thin pillar may be thick enough to fit into the hollow portion of the thick lower pillar, and the upper pillar may be directly inserted and fixed in the hollow portion of the lower pillar.

前記柱と梁との連結にあたり、柱の太さが十分に大き
く、梁を柱に貫通させることができる場合には、梁その
ものを柱を貫いて挿入し、連結ボルト、その他適宜な手
段で固定してもよく、また、柱の太さに比べ梁の太さが
比較的太く、強度上から梁を柱に貫通させることができ
ない場合には、梁の中空部を利用して梁の中空部内に挿
入可能な連結部材を用い、この連結部材を柱に貫通さ
せ、この連結部材の柱から突出した両端部にそれぞれ隣
接する梁の中空部を挿入固定して連結するようにしても
よい。
When connecting the pillar and the beam, if the thickness of the pillar is large enough to allow the beam to penetrate the pillar, insert the beam itself through the pillar and fix it with connecting bolts or other appropriate means. Alternatively, if the beam is relatively thick compared to the thickness of the column and the beam cannot penetrate the column due to its strength, use the hollow part of the beam inside the hollow part of the beam. It is also possible to use a connecting member that can be inserted into the column and to penetrate this connecting member into the pillar, and insert and fix the hollow portions of the beams respectively adjacent to both ends projecting from the pillar of the connecting member to connect.

さらに、柱に対し直交方向に4本の梁を連結するいわゆ
る4方差しの場合には、柱に連結部材を十字方向に貫通
させて連結を行うが、この連結部材は、柱の中空部内に
おいて互いに係合可能な切欠部を有し、この切欠部を介
して直交方向に連結部材を貫通させ、この貫通後連結部
材を互いに柱の軸方向にスライドさせて連結部材同士を
交差状態で係合し、この両連結部材の柱からの突出部に
それぞれ隣接した梁の中空部を挿入固定するようにすれ
ばよい。
Furthermore, in the case of a so-called four-way connection in which four beams are connected to the pillar in a direction orthogonal to each other, the connecting member is passed through the pillar in the cross direction to perform the connection. It has notches that can be engaged with each other, and the connecting member penetrates through the notch in the orthogonal direction, and after this penetrating, the connecting members slide in the axial direction of the pillars, and the connecting members engage with each other in a crossing state. Then, the hollow portions of the beams, which are respectively adjacent to the protrusions from the pillars of both the connecting members, may be inserted and fixed.

その他、柱と梁との連結は、その連結部の形状に応じて
適宜行う。また、その連結部の固定も、ボルトや接着
剤、さらには楔等適宜な手段を用いて行う。
In addition, the columns and the beams are appropriately connected depending on the shape of the connecting portion. Further, the connecting portion is also fixed by using an appropriate means such as a bolt, an adhesive, and a wedge.

〔実施例〕〔Example〕

以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図(A)〜(F)には、本発明に用いられる中空構
造材の例が示されている。(A)には、最も小さい断面
形状を有する中空構造材10が示され、この中空構造材10
は、例えば6cm角の細長の木質単位素材1を8本集束し
て断面正方形状に構成し、その中央部に単位素材1と等
しい大きさの中空部10Aを有している。(B)には、
(A)よりも大きく、一辺を構成する単位素材1がそれ
ぞれ5個となるような大きさの中空構造材11が示され、
この中空構造材11の内部には前記(A)に示される中空
構造材10が丁度嵌合し得るような中空部11Aが形成され
ている。(C)には、短辺を構成する単位素材が4個、
長辺を構成する単位素材1が6個の断面長方形状の中空
構造材12が示され、この中空構造材12の中心部には、単
位素材1を短辺2個長辺4個並べたと同じ大きさの中空
部12Aが形成されている。(D)には、(B)に示され
る中空構造材11の中空部11A内の中央の単位素材1が配
置されて断面日の字状に形成された中空構造材13が示さ
れ、この中空構造材13の内部には2箇所に分かれた中空
部13Aが形成されている。(E)には、断面目字状の中
空構造材14が示され、この中空構造材14は、内部に3箇
所の中空部14Aを有している。(F)には、前記(B)
に示される中空構造材11の内方に(A)に示される中空
構造材10と同等の中空構造材が嵌合されたと同様な構造
の中空構造材15が示され、この中空構造材15を構成する
複数の単位素材1の中央部には単位素材1と同じ大きさ
の中央部15Aが形成されている。この際、(D),
(E),(F)に示される構造材13,14,15は、その内部
にも単位素材1を有しているため、強度補強がなされた
構造とされている。
1 (A) to (F) show examples of hollow structural materials used in the present invention. (A) shows a hollow structural material 10 having the smallest cross-sectional shape.
For example, eight elongated 6 cm-square wooden unit materials 1 are bundled to form a square section, and a hollow portion 10A having the same size as the unit material 1 is provided at the center thereof. In (B),
A hollow structural member 11 is shown which is larger than (A) and has a size of 5 unit materials 1 each forming one side.
Inside the hollow structural member 11, there is formed a hollow portion 11A into which the hollow structural member 10 shown in FIG. In (C), there are four unit materials that make up the short side,
A hollow structural member 12 having a rectangular cross section with six unit raw materials 1 constituting the long side is shown, and at the center of the hollow structural member 12, the unit raw material 1 is the same as two short sides and four long sides. A hollow portion 12A having a size is formed. (D) shows a hollow structural member 13 formed in a V-shaped cross section by arranging the central unit material 1 in the hollow portion 11A of the hollow structural member 11 shown in (B). Inside the structural material 13, a hollow portion 13A is formed at two locations. (E) shows a hollow structural member 14 having a V-shaped cross section, and this hollow structural member 14 has three hollow portions 14A inside. In (F), the above (B)
A hollow structural material 15 having the same structure as that of the hollow structural material 10 shown in (A) is fitted inside the hollow structural material 11 shown in FIG. A central portion 15A having the same size as that of the unit material 1 is formed in the central portion of each of the constituent unit materials 1. At this time, (D),
Since the structural members 13, 14, 15 shown in (E) and (F) also have the unit material 1 inside, the structural members are reinforced.

第2図には、第1図に示された各種の中空構造材および
さらに他の形状の中空構造材を用いた建築物の木造骨組
構造の一実施例が示されている。
FIG. 2 shows an example of a wooden frame structure of a building using various hollow structural materials shown in FIG. 1 and hollow structural materials of other shapes.

第2図において、建築物の中心をなす、いわゆる大黒柱
の下部を構成する第1の柱21は、例えば第1図(B)に
示される中空構造材11と同様な構造材が用いられ、木質
単位素材1を6cm角とすると、この柱21は、30cm角いわ
ゆる一尺角の柱とされている。第1の柱21の軸方向中心
部には、その全長にわたり中空部21Aが形成されるとと
もに、その上部には、中空部21Aに連通するように、図
中前後方向に切欠かれた切欠孔21Bと図中左右方向に切
欠かれ前記切欠孔21Bより小さい形状の切欠孔21Cとがそ
れぞれ形成されている。
In FIG. 2, the first pillar 21 forming the lower part of the so-called Daikoku pillar, which is the center of the building, is made of the same structural material as the hollow structural material 11 shown in FIG. 1 (B). If the unit material 1 is a 6 cm square, the column 21 is a 30 cm square column, which is a so-called square shank. A hollow portion 21A is formed in the central portion of the first pillar 21 in the axial direction over the entire length thereof, and a cutout hole 21B cut out in the front-rear direction in the drawing so as to communicate with the hollow portion 21A in the upper portion thereof. And a cutout hole 21C which is cut out in the left-right direction in the drawing and has a shape smaller than the cutout hole 21B.

前記第1の柱21の切欠孔21B内には、この切欠孔21Bに丁
度嵌合するように第1の梁23が挿入され、この第1の梁
23は、例えば単位素材1が短辺3、長辺8となるような
偏平な中空構造材とされ、その内部に中空部23Aを有し
ている。また、第1の梁23の第1の柱21に挿入された部
分において、第1の柱21の切欠孔21Cに対応した位置に
は、中空部23Aに連通するように図中左右方向に貫通し
た切欠孔23Bが設けられている。この切欠孔23Bは、単位
素材1を縦方向に2本積層したと同じ大きさの孔とさ
れ、この切欠孔23B内には前記第1の梁23と直交する方
向に配置される第3、第4の梁24,25を連結するための
単位素材2本からなる梁連結部材26が挿入されるように
なっている。つまり、切欠孔21Bは、単位素材1の幅お
よび高さ寸法の整数倍(3×8)の大きさで切欠かれ、
切欠孔23Bは、単位素材1の幅および高さ寸法の整数倍
(1×2)の大きさで切欠かれていることになる。この
梁連結部材26の第1の梁23からの突出した両端には、そ
れぞれ前記第3、第4の梁24,25の中空部24A,25Aが挿入
され、ボルトあるいは接着剤等の適宜な手段で固定され
る。この際、第3、第4の梁24,25は短辺3個、長辺4
個の中空構造材とされ、その中空部24A,25Aはそれぞれ
梁連結部材26に丁度嵌合する形状とされている。また、
第1の柱21の図中左右方向に形成された切欠孔21Cは、
第3、第4の梁24,25の外周が丁度嵌合する嵌合する大
きさ、つまり、単位素材1の幅および高さ寸法の整数倍
(3×4)の大きさとされ、第3、第4の梁24,25の第
1の柱21への連結がより強固になされるようになってい
る。
A first beam 23 is inserted into the cutout hole 21B of the first column 21 so as to fit exactly into the cutout hole 21B.
23 is a flat hollow structural material in which the unit material 1 has short sides 3 and long sides 8, for example, and has a hollow portion 23A inside. Further, in the portion of the first beam 23 inserted into the first column 21, a position corresponding to the cutout hole 21C of the first column 21 penetrates in the left-right direction in the drawing so as to communicate with the hollow portion 23A. The cutout hole 23B is provided. This notch hole 23B is a hole of the same size as two unit materials 1 are laminated in the vertical direction, and a third hole arranged in the notch hole 23B in a direction orthogonal to the first beam 23. A beam connecting member 26 composed of two unit materials for connecting the fourth beams 24 and 25 is inserted. That is, the cutout hole 21B is cut out in a size that is an integral multiple (3 × 8) of the width and height dimensions of the unit material 1,
The cutout hole 23B is cut out in a size that is an integral multiple (1 × 2) of the width and height dimensions of the unit material 1. The hollow portions 24A, 25A of the third and fourth beams 24, 25 are inserted into both ends of the beam connecting member 26 projecting from the first beam 23, and appropriate means such as bolts or adhesives are inserted. Fixed by. At this time, the third and fourth beams 24 and 25 have three short sides and four long sides.
The hollow structural members 24A and 25A are formed into individual hollow structural members, and the hollow portions 24A and 25A of the hollow structural members are shaped to fit exactly into the beam connecting member 26. Also,
The notch hole 21C formed in the left-right direction in the figure of the first pillar 21 is
The outer circumferences of the third and fourth beams 24 and 25 are fitted to each other so that the outer circumferences of the third and fourth beams 24 and 25 are fitted to each other, that is, an integral multiple (3 × 4) of the width and height dimensions of the unit material 1. The connection between the fourth beams 24 and 25 and the first columns 21 is made stronger.

前記第1の梁23の第1の柱21からの突出部の途中には前
記切欠孔23Bと同一形状の切欠孔23Cが設けられ、この切
欠孔23C内に貫通される前記梁連結部材26と同等形状の
梁連結部材27により第5、第6の梁28,29が連結される
ようになっている。これらの連結部の前述と同様に接着
剤あるいはボルト等により適宜固定され、以下の各連結
部も同様な手段により固定されるようになっている。
A notch hole 23C having the same shape as the notch hole 23B is provided in the middle of the projecting portion of the first beam 23 from the first column 21, and the beam connecting member 26 penetrated into the notch hole 23C. The fifth and sixth beams 28 and 29 are connected by the beam connecting member 27 having the same shape. Similar to the above-mentioned connecting portions, they are appropriately fixed by an adhesive or bolts, and the following connecting portions are also fixed by the same means.

前記第1の柱21の中空部21Aの上端には、第1図(A)
に示される中空構造材10と同様形状の連結部材31が挿入
固定され、この連結部材31には第1の柱21と同一形状の
第2の柱32がその中空部32Aを介して連結固定されてい
る。この第2の柱32の上端部には、図中その前後方向お
よび左右方向に貫通し中空部32Aに連通する切欠孔32Bお
よび32Cが設けられ、これらの切欠孔32B,32C内には、そ
の両端がそれぞれ第2の柱32から突出された連結部材33
および34がそれぞれ挿入されている。
At the upper end of the hollow portion 21A of the first pillar 21, as shown in FIG.
A connecting member 31 having the same shape as that of the hollow structural member 10 shown in FIG. 2 is inserted and fixed, and a second pillar 32 having the same shape as the first pillar 21 is connected and fixed to the connecting member 31 through the hollow portion 32A. ing. At the upper end of the second column 32, cutout holes 32B and 32C are provided which penetrate in the front-rear direction and the left-right direction in the drawing and communicate with the hollow portion 32A, and the cutout holes 32B and 32C respectively have the cutout holes 32B and 32C. A connecting member 33 whose both ends project from the second column 32, respectively.
And 34 are inserted respectively.

連結部材33,34は、金属材、木材等適宜な材料により、
第3図に示される形状とされている。すなわち、連結部
材33,34は、それぞれ第2の柱32の中空部32A内に位置す
る位置に、互いに嵌合する切欠き33A,34Aを備え、これ
らの切欠き33A,34Aが互いに嵌合された際、両連結部材3
3,34が高さ位置が一致した十字状となるようにされてい
る。この際、第2の柱32の前後方向に形成される切欠孔
32Bは、連結部材33の高さ寸法と略等しい寸法とされ、
一方、左右方向に形成される切欠孔32Cは、予め切欠孔3
2Bに挿入されている連結部材33の切欠き33Aを通って他
方の連結部材34を挿入できるに十分なように、連結部材
34よりその高さ寸法が長く形成されている。これにより
連結部材34の切欠き34Aが連結部材33の切欠き33Aと対向
された位置にきたとき、他方の連結部材34を一方の連結
部材33側に押し下げたとき、両連結部材33,34が互いに
係合されるようになっている。この連結部材34の押し下
げにより、連結部材34の上方に形成される切欠孔32Cの
隙間には、左右方向からそれぞれ楔35が挿入されて連結
部材34の仮固定がなされ、完全な固定は前述のように接
着等によりなされる。この際、楔35は、第2の柱32の外
面から突出しないような形状に設定されている。
The connecting members 33, 34 are made of an appropriate material such as a metal material or wood.
It has the shape shown in FIG. That is, the connecting members 33 and 34 are provided with the notches 33A and 34A, which are fitted to each other, at the positions located inside the hollow portion 32A of the second column 32, and these notches 33A and 34A are fitted to each other. When connecting, both connecting members 3
The height of 3,34 is the same as the cross shape. At this time, a notch hole formed in the front-back direction of the second column 32
32B is a dimension substantially equal to the height dimension of the connecting member 33,
On the other hand, the notch hole 32C formed in the left-right direction is the notch hole 3 in advance.
2B so that the other connecting member 34 can be inserted through the notch 33A of the connecting member 33 inserted in 2B.
The height dimension is longer than 34. As a result, when the notch 34A of the connecting member 34 comes to a position facing the notch 33A of the connecting member 33, when the other connecting member 34 is pushed down to the one connecting member 33 side, both connecting members 33, 34 become It is adapted to be engaged with each other. By pushing down the connecting member 34, wedges 35 are respectively inserted from the left and right directions in the gaps of the notch holes 32C formed above the connecting member 34 to temporarily fix the connecting member 34, and complete fixing is performed as described above. It is made by adhesion or the like. At this time, the wedge 35 is set in a shape that does not protrude from the outer surface of the second column 32.

前記第2の柱32の上端に直交方向にそれぞれ両端部が突
出された両連結部材33,34には、それぞれ同一形状の梁
部材36,37,38,39が各中空部36A,37A,38A,39Aを介して連
結固定されている。この際、各中空孔36A〜39Aは、丁度
連結部材33,34に嵌合する形状とされている。
Beam members 36, 37, 38, 39 having the same shape are respectively formed in the hollow portions 36A, 37A, 38A of the connecting members 33, 34, both ends of which project in the direction perpendicular to the upper end of the second column 32. , 39A are connected and fixed. At this time, each of the hollow holes 36A to 39A is shaped to fit into the connecting members 33 and 34.

前記第2の柱32の上端には中空部32Aを利用して第3の
柱41が嵌合固定されている。この第3の柱41は、前記第
1図の(A)と同様な中空部構造材10から構成されてい
る。第3の柱41の上部には、中空部41Aに連通する上下
方向に単位素材1の2本分の切欠孔41Bが形成され、こ
の切欠孔41Bを貫通して連結部材42が挿入されている。
この連結部材42は、単位素材1を上下に2本重ねた形状
とされ、その両端部は第3の柱41から突出されている。
この連結部材42の柱41から突出された部分には、短辺3
個、長辺4個の梁43,44がそれぞれ中空部43A,44Aを利用
して嵌合固定されている。
The third pillar 41 is fitted and fixed to the upper end of the second pillar 32 by utilizing the hollow portion 32A. The third pillar 41 is composed of the hollow structural member 10 similar to that shown in FIG. In the upper part of the third column 41, two notch holes 41B of the unit material 1 are formed in the vertical direction communicating with the hollow portion 41A, and the connecting member 42 is inserted through the notch holes 41B. .
The connecting member 42 has a shape in which two unit materials 1 are vertically stacked, and both ends thereof are projected from the third column 41.
In the portion of the connecting member 42 protruding from the pillar 41, the short side 3
Beams 43 and 44 having four long sides are fitted and fixed using hollow portions 43A and 44A, respectively.

このように構成された本実施例を組み立てるには、工場
にて予め単位素材を集束接着して製作されている所定断
面形状の中空構造材を用いて柱、梁あるいは連結部材の
単体を加工する。すなわち、第1の柱21を例にとると、
16本の単位素材1を正四角柱状に接着固定して中空構造
材11を構成し、この中空構造材11の長さを必要な長さに
するとともに、切欠孔21B,21Cの加工を行う。また、第
1の梁23、その他の各構成部材も同様に加工して施工現
場に運搬する。この際、必要に応じて部分組立を行って
もよい。
In order to assemble this embodiment having such a configuration, a pillar, a beam, or a single connecting member is processed using a hollow structural material having a predetermined cross-sectional shape, which is manufactured by focusing and adhering unit materials in advance at a factory. . That is, taking the first pillar 21 as an example,
Sixteen unit materials 1 are bonded and fixed in a square prism shape to form a hollow structural member 11, and the hollow structural member 11 is made to have a required length, and the cutout holes 21B and 21C are processed. Further, the first beam 23 and other constituent members are similarly processed and transported to the construction site. At this time, partial assembly may be performed if necessary.

現場では、各部材を中空部21A,…,切欠孔21B,…等を利
用して順次連結して接着、ボルト締め、釘打ち、その他
の通常の固定手段で固定し、所望の骨組構造物を構築す
る。
At the site, each member is sequentially connected using the hollow portions 21A, ..., the notch holes 21B, ..., and fixed by adhesion, bolting, nailing, or other ordinary fixing means, and the desired frame structure is fixed. To construct.

以上のように構成された本実施例によれば、次にような
効果がある。
According to the present embodiment configured as described above, there are the following effects.

すなわち、第1の柱21、第1の梁23をはじめ、全ての柱
および梁は小断面を有する単位基礎素材1を複数集束し
て接着固定される中空構造材から形成されているから、
小径材の利用が可能となり、かつ集束前の単位素材1を
容易に防腐処理等を行うことができて耐久性を向上でき
る。また、単位素材1は小径であることから、間伐等小
径の原木を利用できて安価に提供できる。同様に小径で
あることから、十分な乾燥を容易に行うことができ、こ
の乾燥した単位素材1を用いることにより、大断面積を
有する中空構造材を構成しても寸法安定性が極めてよ
い。さらに、第1の柱21等は、それぞれ中空部21A等を
有しているため、材積を減少することができるととも
に、見掛けのボリュームを大きくでき、外観を立派にで
きるばかりでなく、この中空部21A等を利用して電気コ
ード類等の配線、配管を行うこともできる。また、柱21
等は、中空構造材を用いているから、従来工法における
柄や柄穴に相当する切欠孔21B、連結部材26等の形成が
極めて容易にでき、特に柱等を貫通する切欠孔を形成す
る場合には、途中に中空部が介在することからその芯合
せ等の問題も少ない。さらに、中空構造材は単位素材1
を所定本数だけ並べて接着すればよいから、容易に自社
工場で生産でき、工場生産による合理化を図ることも可
能である。また、建築現場においては、工場生産された
柱21、梁23等を用いて各仕口部の接着接合等をすればよ
く、容易に建築物の木造骨組構造を形成できる。この
際、各柱21、梁23等の接続は、伝統的な継手、仕口の手
法を応用することができ、接続構造の多様化を図ること
ができる。また、柱21、梁23等に形成される切欠孔21B,
21C,23B等により強度の低下が心配される場合には、当
該部分を含む中空孔21A,23A内に適宜な補強部材を挿入
することにより、容易に部分的な補強を行うことがで
き、柱21、梁23等の設計の自由度を大きくできる。さら
に、柱21、梁23等は、その断面形状を規格化しておけ
ば、複数種類の断面形状の柱あるいは梁を在庫すること
により、あらゆる構造の木造骨組構造に対応でき、中空
構造材の部品の在庫管理をシステマティックに行うこと
ができる。また、当然のことながら、各柱21等は、木質
の単位素材1から構成されているから、木のもつ加工性
のよさを活かすことができ、かつ外観上も木本来の感触
を与えることができる。さらに、中空構造は、柱21、梁
23として用いる場合もかなり断面積の大きいものを容易
に製造できることから、大黒柱的構造および大きなスパ
ンの梁とすることができ、従来通常のプレハブ木造住宅
では困難であった農家、町家風の大型民家を構成でき、
かつ、洋風リゾート型の大型家屋をも設計できて建築物
の高級感を創出することができる。また、中空構造材
は、建築規準による材料認定を受ければ、在来工法とし
ての運用も考えられ、その応用範囲を極めて広くでき
る。
That is, since all the pillars and beams, including the first pillar 21 and the first beam 23, are formed of a hollow structural material in which a plurality of unit basic materials 1 having a small cross section are collected and bonded and fixed,
It is possible to use a small diameter material, and it is possible to easily perform antiseptic treatment or the like on the unit material 1 before focusing, and it is possible to improve durability. Further, since the unit material 1 has a small diameter, it is possible to use a small-sized raw tree such as thinned wood and provide it at a low cost. Similarly, since it has a small diameter, sufficient drying can be easily performed, and by using this dried unit material 1, dimensional stability is extremely good even if a hollow structural member having a large cross-sectional area is constructed. Furthermore, since the first pillars 21 and the like each have a hollow portion 21A and the like, not only can the volume be reduced, the apparent volume can be increased, and the appearance can be splendid. Wiring and piping of electric cords etc. can also be performed using 21A. Also, pillar 21
Since the hollow structural material is used, it is possible to extremely easily form the notch hole 21B corresponding to the handle and the handle hole in the conventional method, the connecting member 26, etc., especially when forming the notch hole penetrating the pillar etc. Since there is a hollow portion in the middle, there are few problems such as centering. Furthermore, the hollow structural material is the unit material 1
Since it is only necessary to line up and adhere a predetermined number of the products, it is possible to easily produce them in the company's own factory, and it is also possible to rationalize the factory production. Further, at the construction site, the joints and the like of the respective joints may be bonded using the pillars 21, the beams 23 and the like produced in the factory, and the wooden frame structure of the building can be easily formed. At this time, for connection of each pillar 21, the beam 23, etc., the traditional joint and connection methods can be applied, and the connection structure can be diversified. Further, the notch hole 21B formed in the pillar 21, the beam 23, etc.
If there is a concern that strength will be reduced due to 21C, 23B, etc., it is possible to easily perform partial reinforcement by inserting an appropriate reinforcing member into the hollow holes 21A, 23A including the relevant portion. The degree of freedom in designing 21, beams 23, etc. can be increased. Furthermore, if the cross-sectional shapes of the pillars 21, the beams 23, etc. are standardized, by stocking pillars or beams of multiple types of cross-sectional shapes, it is possible to correspond to a wooden frame structure of any structure, and a hollow structural material component. Inventory management can be done systematically. Further, as a matter of course, since each pillar 21 and the like are made of the wood-based unit material 1, it is possible to take advantage of the workability of the wood and give the wood the original feel. it can. In addition, the hollow structure has columns 21, beams
Even when used as a 23, a large cross-sectional area can be easily manufactured, so it is possible to make a beam with a large pillar structure and a large span, and it is difficult to use a conventional prefabricated wooden house. Can be configured
At the same time, it is possible to design a large Western-style resort-type house and create a sense of luxury in the building. In addition, the hollow structure material can be used as a conventional construction method if it is certified as a material according to the building standards, and its application range can be extremely widened.

なお、本発明の実施にあたり、各柱、梁等の接続構造
は、前記実施例に限定されるものではなく、他の構造で
もよい。例えば、第4図に示されるように、柱51に形成
される切欠部51Bは、柱51の途中に設けられるものでは
なく、柱51の端部に設けられて上端が開放されているも
のであり、この切欠部51B内には、中空部52Aを有する梁
52が柱51の上端とその上面との高さを一致させて挿入固
定されるものでもよい。また、第5図に示されるよう
に、中空部53Aを有する柱53に形成される切欠部53Bは、
その上端を開放されるとともに、柱53を貫通するもので
はなく、一側面にのみ開放されたものであり、この切欠
部53Bに中空部54Aを有する梁54が挿入固定されるもので
もよい。
In implementing the present invention, the connection structure of each pillar, beam and the like is not limited to the above-mentioned embodiment, and other structures may be used. For example, as shown in FIG. 4, the notch 51B formed in the pillar 51 is not provided in the middle of the pillar 51, but is provided at the end of the pillar 51 and the upper end is open. There is a beam having a hollow portion 52A in the cutout portion 51B.
The column 52 may be inserted and fixed so that the upper end of the column 51 and the upper surface of the column 51 are aligned with each other. Further, as shown in FIG. 5, the cutout portion 53B formed in the column 53 having the hollow portion 53A is
The upper end thereof may be opened, and the pillar 53 may not be penetrated but opened only on one side surface, and the beam 54 having the hollow portion 54A may be inserted and fixed in the notch portion 53B.

また、第6図に示されるように、中空部55Aを有する中
空構造体からなる柱55の切欠部55B内に挿入される連結
部材56は、中空部55A内に位置する部分に突部56Aを形成
され、この突部56Aにそれぞれ連結部材56の端部から挿
入される図示しない梁部材の端面を当接させて梁部材と
連結部材56との位置決めとするようにしてもよい。
Further, as shown in FIG. 6, the connecting member 56 inserted into the cutout portion 55B of the column 55 formed of the hollow structure having the hollow portion 55A has the protrusion 56A at the portion located inside the hollow portion 55A. The projection 56A may be brought into contact with the end surface of a beam member (not shown) inserted from the end of the connecting member 56 to position the beam member and the connecting member 56.

さらに、第7図に示されるように、中空構造材からなる
一対の柱61,62の上端間に梁63をピン結合し、この梁63
の途中にパネル部材70を取り付け、前記ピンジョイント
部を接着固定するようにした門型ラーメン構造として本
発明の木造骨組構造を構成してもよい。この際、パネル
部材70の取り付けに当たり、両方の柱61,62に取り付け
られる梁63の床面からの高さに対し、パネル部材70の高
さが略等しい場合には、パネル部材70のラーメン構造へ
の取り付けが極めて困難になる。この場合、第8図に示
されるように、柱61および62に形成される切欠孔61A,62
Aを、梁63の連結に用いられる連結部材64の高さ寸法よ
りも寸法Hだけ大きい切欠部61B,62Bとして形成してお
けば、パネル部材70の挿入時に梁63を切欠部61B,62Bの
上方側に移動させて梁63とパネル部材70との間に前記寸
法Hに相当する隙間を形成し、この状態でパネル部材70
を配置し、この後梁63を寸法Hだけ押し下げて梁63とパ
ネル部材70の上端面とを固定すればよい。この固定に当
たり、梁63とパネル部材70との間は、第9図に示される
ように、平板状の連結金具71を用いて固定してもよく、
さらには第9図および第10図に示されるように、平板状
の部材の両側縁に立ち上がり部を有する連結金具72を利
用して取り付けてもよい。このように、柱61,62と梁63
との接合部に梁63の連結部材64よりも上下方向の寸法の
大きい切欠き61B,62Bを形成したいわゆる上下アジャス
ト機構を設ければ、パネル部材70の挿入を極めて容易に
できるという効果を付加できる。
Further, as shown in FIG. 7, a beam 63 is pin-coupled between the upper ends of a pair of columns 61, 62 made of a hollow structural material.
The wooden frame structure of the present invention may be configured as a gate-type rigid frame structure in which the panel member 70 is attached midway and the pin joint portion is adhesively fixed. At this time, when the panel member 70 is attached, when the height of the panel member 70 is substantially equal to the height from the floor surface of the beam 63 attached to both columns 61, 62, the frame structure of the panel member 70 is It becomes extremely difficult to attach to. In this case, as shown in FIG. 8, the cutout holes 61A and 62 formed in the columns 61 and 62 are formed.
If A is formed as the notches 61B and 62B that are larger than the height dimension of the connecting member 64 used for connecting the beams 63 by the dimension H, the beams 63 will be formed in the notches 61B and 62B when the panel member 70 is inserted. By moving to the upper side, a gap corresponding to the dimension H is formed between the beam 63 and the panel member 70, and in this state, the panel member 70 is formed.
Then, the beam 63 is pushed down by the dimension H to fix the beam 63 and the upper end surface of the panel member 70. At the time of this fixing, between the beam 63 and the panel member 70, as shown in FIG.
Further, as shown in FIG. 9 and FIG. 10, it may be attached using a connecting fitting 72 having rising portions on both side edges of a flat plate-shaped member. Thus, the columns 61, 62 and the beams 63
By providing a so-called up-down adjusting mechanism in which notches 61B and 62B having a size in the up-down direction larger than the connecting member 64 of the beam 63 is provided at the joint portion with, the effect that the insertion of the panel member 70 can be made extremely easy is added. it can.

さらに、単位素材1の断面形状における各辺の寸法は、
6cm角に限らず他の寸法でもよい。また、各連結部材の
端部には、端部側に面取り、あるいは端部側に至るに従
い先細りとなるテーパを設けて梁等の挿入を容易にして
もよい。さらに、連結部材の材質は、木材に限らず、金
属、プラスチック等でもよい。
Furthermore, the dimension of each side in the cross-sectional shape of the unit material 1 is
The size is not limited to 6 cm square, and other dimensions may be used. Further, the end of each connecting member may be chamfered on the end side or may be provided with a taper tapering toward the end to facilitate insertion of a beam or the like. Further, the material of the connecting member is not limited to wood, but may be metal, plastic, or the like.

〔発明の効果〕〔The invention's effect〕

前述のように発明によれば、中空構造材は、木質単位素
材を一単位として形成されているので、この木質単位素
材の並べ方を変えるだけで簡単に、柱、梁、およびそれ
らの継ぎ手、仕口等を形成することができる。すなわ
ち、中空構造材の切欠部は、木質単位素材の幅および高
さ寸法の整数倍の大きさとなっているので、この切欠部
に嵌め込まれる連結部材も、木質単位素材を組み合わせ
て接着により集束して形成することができる。また、連
結部材が切欠部に合わせた大きさ、つまり、木質単位素
材の幅および高さ寸法の整数倍の大きさに形成されてい
るので、この連結部材を介して連結される他の中空構造
材の先端の中空部の容易に形成でき、これにより、接続
構造を極めて多様にできるばかりでなく、断面積の大き
い構造材をも容易に形成でき、建築物としての付加価値
を向上することができるという効果がある。
As described above, according to the invention, since the hollow structural member is formed by using the wooden unit material as one unit, it is easy to change the arrangement of the wooden unit materials to easily make the pillars, the beams, their joints and joints. The mouth or the like can be formed. That is, since the cutout portion of the hollow structural member has a size that is an integral multiple of the width and height dimensions of the wooden unit material, the connecting member fitted in this cutout portion is also bonded by combining the wooden unit material and bonding. Can be formed. In addition, since the connecting member is formed to have a size matching the cutout portion, that is, an integral multiple of the width and height dimensions of the wooden unit material, another hollow structure connected via this connecting member. The hollow part at the tip of the material can be easily formed, so that not only can the connection structure be extremely diverse, but also a structural material with a large cross-sectional area can be easily formed, and the added value as a building can be improved. The effect is that you can do it.

また、中空構造材の切欠部は、木質単位素材の幅および
高さ寸法の整数倍の大きさとなっているので、切欠部に
挿入される連結部材は、木質単位素材だけを組み合わせ
て形成でき、特に、連結部材を後加工する必要がないと
いう効果がある。
Further, since the cutout portion of the hollow structural member has a size that is an integral multiple of the width and height dimensions of the wooden unit material, the connecting member inserted into the cutout portion can be formed by combining only the wooden unit material, In particular, there is an effect that it is not necessary to post-process the connecting member.

なお、本発明について、IPCを「E04C 3/12,E04C 3/4
2」、キーワードを「集成材」などとしていわゆるパト
リス検索を行なったところ、本発明のような「建築物の
木造骨組構造および中空構造材」は見当たらず、該当分
野における本発明の斬新性が明らかになった。
For the present invention, the IPC is changed to "E04C 3/12, E04C 3/4
2), the so-called Patrice search using the keyword "glued timber" etc. found no "wooden frame structure and hollow structure materials for buildings" like the present invention, and the novelty of the present invention in the relevant field is clear. Became.

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

第1図(A)〜(F)は本発明に用いられるそれぞれ異
なる形状の中空構造材を示す断面図、第2図は本発明に
係る建築物の木造骨組構造の一実施例を示す一部を切欠
いた斜視図、第3図は第2図の要部の一部を断面した分
解斜視図、第4図は本発明の前記実施例とは異なる連結
構造を示す斜視図、第5図は本発明のさらに異なる連結
構造を示す斜視図、第6図は本発明に用いられる接続構
造のさらに他の実施例を示す要部の断面斜視図、第7図
は本発明を門型ラーメン構造に適用した概略構成図、第
8図は第7図の接続構造の一例を示す分解斜視図、第9
図は第7図の梁とパネルとの連結金具を示す正面図、第
10図は第9図の連結金具の一例を示す斜視図である。 1……木質単位素材、10〜15……中空構造材、10A〜15A
……中空部、21,32,41,51,53,55,61,62……柱、21A,32
A,41A、51A,53A,55A,61A,62A……中空部、21B,21C,23B,
23C,32B,32C,55B……切欠孔、23〜25,28,29,36〜39,43,
44,52,54,63……梁、23A〜25A,28A,29A,36A〜39A,43A,4
4A,52A,53A,63A……中空部、51B,53B……切欠部、26,2
7,31,32,33,42,56……連結部材。
1 (A) to 1 (F) are cross-sectional views showing hollow structural materials of different shapes used in the present invention, and FIG. 2 is a part showing an embodiment of a wooden frame structure of a building according to the present invention. FIG. 3 is a perspective view in which a portion is cut away, FIG. 3 is an exploded perspective view in which a part of a main part of FIG. 2 is cross-sectioned, FIG. 4 is a perspective view showing a connecting structure different from the embodiment of the present invention, and FIG. FIG. 6 is a perspective view showing a further different connecting structure of the present invention, FIG. 6 is a sectional perspective view of a main part showing still another embodiment of the connecting structure used in the present invention, and FIG. 8 is an exploded perspective view showing an example of the connection structure shown in FIG. 7, and FIG.
The figure shows the front view of the metal fittings between the beam and the panel in Figure 7,
FIG. 10 is a perspective view showing an example of the connecting fitting of FIG. 1 …… Wooden unit material, 10 to 15 …… Hollow structural material, 10A to 15A
... Hollow part, 21, 32, 41, 51, 53, 55, 61, 62 ... Pillar, 21A, 32
A, 41A, 51A, 53A, 55A, 61A, 62A ... Hollow part, 21B, 21C, 23B,
23C, 32B, 32C, 55B ... Notch holes, 23-25, 28, 29, 36-39, 43,
44,52,54,63 …… beams, 23A ~ 25A, 28A, 29A, 36A ~ 39A, 43A, 4
4A, 52A, 53A, 63A …… hollow part, 51B, 53B …… notch part, 26,2
7,31,32,33,42,56 …… Connecting members.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】断面が略方形であって幅および高さ寸法が
同一となった複数本の細長の木質単位素材を、自身の長
さ方向に添わせた状態で組み合わせ接着により集束して
柱、梁等の構造材とし、これら構造材同士を連結固定す
る建築物の木造骨組構造において、前記構造材は、自身
の内部に少なくとも1本分の前記木質単位素材の大きさ
の空間を自身の長さ方向に添って形成した中空構造材と
され、かつ、互いに連結固定される一方の中空構造材に
は、その内部の中空部に連通しかつ前記木質単位素材の
幅および高さ寸法の整数倍の大きさとなった切欠部が形
成され、この切欠部には、この切欠部分に収まる大きさ
の連結部材が嵌め込まれ、この連結部材には、前記一方
の中空構造材に連結される他方の中空構造材が、その先
端を前記連結部材に挿入した状態で嵌め込まれるととも
に、当該中空構造材の中空部は前記連結部材が嵌め込ま
れる大きさに形成されていることを特徴とする建築物の
木造骨組構造。
1. A pillar in which a plurality of slender woody unit materials having a substantially rectangular cross section and having the same width and height dimensions are combined and bonded together in a state of being aligned in the length direction of the pillar. In a wooden frame structure of a building in which structural materials such as beams are connected and fixed to each other, the structural material has at least one space of the size of the wooden unit material inside itself. It is a hollow structural member formed along the length direction, and one hollow structural member connected and fixed to each other is an integer of the width and height dimensions of the wood unit material that communicates with the hollow portion inside thereof. A double-sized cutout is formed, and a connection member having a size that fits in the cutout is fitted in the cutout, and the connection member has the other hollow structure member connected to the other hollow structure member. The hollow structural material has the tip of the connecting member. With fitted in the inserted state, wooden frame structure of the building hollow portion of the hollow structural member is characterized in that it is formed to a size that the connecting member is fitted.
JP63061712A 1988-03-14 1988-03-14 Wooden frame structure of building Expired - Lifetime JPH0791863B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63061712A JPH0791863B2 (en) 1988-03-14 1988-03-14 Wooden frame structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63061712A JPH0791863B2 (en) 1988-03-14 1988-03-14 Wooden frame structure of building

Publications (2)

Publication Number Publication Date
JPH01235756A JPH01235756A (en) 1989-09-20
JPH0791863B2 true JPH0791863B2 (en) 1995-10-09

Family

ID=13179114

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63061712A Expired - Lifetime JPH0791863B2 (en) 1988-03-14 1988-03-14 Wooden frame structure of building

Country Status (1)

Country Link
JP (1) JPH0791863B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003096912A (en) * 2001-09-19 2003-04-03 Misawa Homes Co Ltd Connecting structure of column and beam

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3046779B2 (en) * 1997-03-21 2000-05-29 株式会社さきおう住宅研究社 How to build a house
JP5122119B2 (en) * 2006-12-08 2013-01-16 株式会社梅沢建築構造研究所 Iso-section integrated wood structure
JP3986081B1 (en) * 2007-03-19 2007-10-03 正住 小宮 Wooden building
JP5650383B2 (en) * 2008-06-10 2015-01-07 石原 聡 Multistage braided joint shaft

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS525855U (en) * 1975-06-24 1977-01-17
JPS5374921U (en) * 1976-11-26 1978-06-22
JPS5475014U (en) * 1977-11-08 1979-05-28
JPS609880Y2 (en) * 1980-09-17 1985-04-05 松下電器産業株式会社 Bus operation data collection device
JPS5845377U (en) * 1981-09-21 1983-03-26 株式会社豊田自動織機製作所 Sliver gear support device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003096912A (en) * 2001-09-19 2003-04-03 Misawa Homes Co Ltd Connecting structure of column and beam

Also Published As

Publication number Publication date
JPH01235756A (en) 1989-09-20

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