JPH10325176A - Structure for joining column to beam - Google Patents
Structure for joining column to beamInfo
- Publication number
- JPH10325176A JPH10325176A JP13555797A JP13555797A JPH10325176A JP H10325176 A JPH10325176 A JP H10325176A JP 13555797 A JP13555797 A JP 13555797A JP 13555797 A JP13555797 A JP 13555797A JP H10325176 A JPH10325176 A JP H10325176A
- Authority
- JP
- Japan
- Prior art keywords
- column
- beams
- wooden
- cross
- joint structure
- 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.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、Ｈ型鋼を用いた梁
と上下の柱とを接合部材を介して接合する柱と梁との接
合構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column and beam joining structure for joining a beam using H-shaped steel and upper and lower columns via joining members.
【０００２】[0002]
【従来の技術】従来、図５に示すような、柱６の上下端
に固定される長手梁３ａと、この長手梁３ａに連結板９
により固定される短手梁３ｂとからなる梁３と柱６の接
合構造が提案されている。図５（ａ）は要部の分解斜視
図、（ｂ）は梁３の縦断面図である。2. Description of the Related Art Conventionally, as shown in FIG. 5, a longitudinal beam 3a fixed to the upper and lower ends of a column 6 and a connecting plate 9 attached to the longitudinal beam 3a.
There has been proposed a joint structure between the beam 3 and the column 6 including the short beam 3b fixed by the following method. FIG. 5A is an exploded perspective view of a main part, and FIG.
【０００３】この場合、長手梁３ａ及び短手梁３ｂにお
いては、ウェブ１ｂを鉛直とするＨ型鋼１のフランジ１
ａの上下面に、柱６の側面と略同寸の幅を有する木質材
２がボルト固定されている。長手梁３ａでは、フランジ
１ａから木質材２を貫通し、木質材２の対面からボルト
４の脚部が突出して立設されている。また、長手梁３ａ
は短手梁３ｂよりも、両端部に固定される柱の幅の分だ
け長く形成されている。一方、柱６においては、端部に
柄ピン孔７が形成され、長手梁３ａに立設されているボ
ルト４の脚部をそれぞれ柄ピン５として、柱端部に設け
られた柄ピン孔７に嵌入することにより、長手梁３ａと
柱６とが直交して連結される。また、連結された長手梁
３ａと柱６とは、長手梁３ａにおける木質材２の側面と
柱６の側面とに跨って釘着されるＨ金具等の平板状の固
定金具８により固定されている。長手梁３ａと短手梁３
ｂとは、長手梁３ａ及び短手梁３ｂの各ウェブ１ｂの端
部に設けられたボルト孔１０を介し、連結板９によりボ
ルト固定されて連結される。[0003] In this case, in the longitudinal beam 3a and the lateral beam 3b, the flange 1 of the H-section steel 1 whose web 1b is vertical.
A wooden material 2 having a width substantially the same as the side surface of the pillar 6 is fixed to the upper and lower surfaces of a by bolts. In the longitudinal beam 3a, the wooden member 2 penetrates from the flange 1a, and the leg portion of the bolt 4 protrudes from the opposite surface of the wooden member 2 and stands upright. In addition, the longitudinal beam 3a
Is formed longer than the short beam 3b by the width of the column fixed to both ends. On the other hand, in the pillar 6, a handle pin hole 7 is formed at the end, and the legs of the bolts 4 erected on the longitudinal beam 3a are used as the handle pins 5, respectively. , The longitudinal beam 3a and the column 6 are connected at right angles. Further, the connected longitudinal beam 3a and the column 6 are fixed by a plate-shaped fixing bracket 8 such as an H bracket nailed over the side surface of the wooden material 2 and the side surface of the column 6 in the longitudinal beam 3a. I have. Long beam 3a and short beam 3
b is connected to the long beam 3a and the short beam 3b with bolts fixed by connecting plates 9 via bolt holes 10 provided at the ends of the webs 1b.
【０００４】このような柱６と梁３との接合構造では、
２種類の長さの梁３を用い、頑丈に柱６と梁３とが接合
されている。In such a joint structure between the column 6 and the beam 3,
The column 6 and the beam 3 are firmly joined using the beam 3 having two different lengths.
【０００５】[0005]
【発明が解決しようとする課題】しかしながら、上記の
梁３と柱６の接合構造においては、ある一定の柱６同士
の間隔に対して、長手梁３ａと短手梁３ｂとの２種類の
長さの梁３が必要であった。この隣接する２本の柱の間
隔に対応して、常にその２倍の品種が要求され、梁３の
部材管理などのめんどうな作業が必要であった。However, in the above-described joint structure of the beam 3 and the column 6, two types of long beams 3a and 3b are provided for a certain distance between the columns 6. A beam 3 was needed. Corresponding to the distance between these two adjacent columns, a product type twice as large as that is always required, and troublesome work such as member management of the beam 3 was required.
【０００６】本発明は、上記事由に鑑みてなしたもの
で、その目的とするところは、一定の柱の間隔に対して
用いる梁を１種類として梁の品種を削減できるととも
に、施工の簡単な柱と梁との接合構造を提供することに
ある。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to reduce the number of types of beams by using only one type of beam for a fixed column spacing, and to simplify the construction. An object of the present invention is to provide a joint structure between a column and a beam.
【０００７】[0007]
【課題を解決するための手段】上記目的を達成するため
に、請求項１記載の発明は、Ｈ型鋼１のフランジ１ａの
上下面に木質材２をボルト固定して梁３となし、この梁
３を接合部材１１を介して柱６端部に固定してなる柱６
と梁３との接合構造において、４枚の鉛直片１２ａを有
する断面十字形状の鉛直部１２の上下端に固定板１３を
接合して十字型材１４を形成し、この十字型材１４の上
下端に木質部材１５をボルト固定して接合部材１１とな
し、この十字型材１４と木質部材１５とを固定している
ボルト４の脚部を前記接合部材１１の上下に貫通立設さ
せて柄ピン５を形成し、この柄ピン５を柱６端部に形成
された柄ピン孔７に嵌入させるとともに、各鉛直片１２
ａと、梁３におけるＨ型鋼１のウェブ１ｂとを連結板９
により連結してなることを特徴として構成している。In order to achieve the above object, according to the first aspect of the present invention, a wooden material 2 is bolted to upper and lower surfaces of a flange 1a of an H-section steel 1 to form a beam 3, and the beam 3 is formed. 3 which is fixed to the end of the pillar 6 via the joining member 11
In the joint structure between the beam and the beam 3, the fixing plate 13 is joined to the upper and lower ends of the vertical portion 12 having a cross-shaped cross section having four vertical pieces 12 a to form a cross-shaped member 14. The wooden member 15 is fixed by bolts to form the joining member 11, and the legs of the bolts 4 fixing the cross member 14 and the wooden member 15 are erected vertically above and below the joining member 11, and the handle pin 5 is attached. The handle pin 5 is fitted into a handle pin hole 7 formed at the end of the pillar 6 and each vertical piece 12 is formed.
a and the web 1b of the H-beam 1 in the beam 3
, And is characterized by being connected by
【０００８】このような柱６と梁３との接合構造では、
十字型材１４の上下端に木質部材１５をボルト固定して
形成した接合部材１１が柱６の上下端に固定され、この
接合部材１１を介して同じ長さの梁３が連結板９により
連結している。このため、一定の柱６同士の間隔に対し
て、梁３の長さは１種類で対応できる。In such a joint structure between the column 6 and the beam 3,
A joining member 11 formed by bolting a wooden member 15 to the upper and lower ends of the cross member 14 is fixed to the upper and lower ends of the column 6, and the beams 3 of the same length are connected by the connecting plate 9 via the joining member 11. ing. For this reason, the length of the beam 3 can correspond to a certain distance between the columns 6 by one type.
【０００９】また、請求項２記載の発明は、請求項１記
載の柱６と梁３との接合構造において、十字型材１４に
おける固定板１３の平面形状と、この固定板１３に固定
される木質部材１５の平面形状とを、上下柱６の断面と
略同寸の正方形に形成してなることを特徴として構成し
ている。According to a second aspect of the present invention, in the joint structure of the column and the beam according to the first aspect, the planar shape of the fixing plate in the cross member and the woody material fixed to the fixing plate are provided. The configuration is such that the planar shape of the member 15 is formed into a square having substantially the same size as the cross section of the upper and lower columns 6.
【００１０】このような柱６と梁３との接合構造では、
接合部材１１における固定板１３および木質部材１５の
平面形状が、上下柱の断面と略同寸の正方形であるた
め、この木質部材１５の側面と柱の側面とが略面一にな
り、これらの両面に釘着される固定金具８がＨ金具等の
平板状のもので、簡単に柱６と接合部材１１とを固定す
ることができる。In such a joint structure between the column 6 and the beam 3,
Since the planar shape of the fixing plate 13 and the wooden member 15 in the joining member 11 is a square having substantially the same size as the cross section of the upper and lower columns, the side surface of the wooden member 15 and the side surface of the column are substantially flush with each other. The fixing brackets 8 to be nailed on both sides are plate-shaped, such as H fittings, so that the column 6 and the joining member 11 can be easily fixed.
【００１１】[0011]
【発明の実施の形態】以下、本発明の実施の形態を図１
乃至図４に基づいて説明する。FIG. 1 is a block diagram showing an embodiment of the present invention.
4 through FIG.
【００１２】図１は、図４に示すような建築物の施行の
際に、柱６と梁３との接合構造において使用される接合
部材１１を示し、（ａ）は斜視図、及び（ｂ）はボルト
近傍での断面図である。図２は、柱６と梁３との接合構
造を示し、（ａ）は分解斜視図、及び（ｂ）は梁３の縦
断面図である。図３は、この柱６と梁３との接合構造を
示す斜視図であり、（ａ）は２本の梁３と柱６との接合
構造、（ｂ）は３本の梁３と柱６との接合構造、（ｃ）
は４本の梁３と柱６との接合構造をそれぞれ示す。図４
は、この柱６と梁３との接合構造を有する建築物の全体
を示す斜視図である。また、図１乃至図４において用い
られる接合部材１１は、柱６の上下端に固定され、Ｈ型
鋼１を用いた梁３と上下の柱６との接合及び梁３同士の
連結のために使用されるものである。FIG. 1 shows a joint member 11 used in a joint structure between a column 6 and a beam 3 when a building as shown in FIG. 4 is constructed, (a) is a perspective view, and (b) is a perspective view. () Is a sectional view near the bolt. 2A and 2B show a joint structure between the column 6 and the beam 3, wherein FIG. 2A is an exploded perspective view and FIG. 2B is a longitudinal sectional view of the beam 3. 3A and 3B are perspective views showing a joint structure between the column 6 and the beam 3, wherein FIG. 3A shows a joint structure between the two beams 3 and the column 6, and FIG. 3B shows a joint structure between the three beams 3 and the column 6. (C)
Indicates a joint structure between the four beams 3 and the columns 6. FIG.
FIG. 2 is a perspective view showing an entire building having a joint structure between the pillar 6 and the beam 3. The joining members 11 used in FIGS. 1 to 4 are fixed to the upper and lower ends of the columns 6 and are used for joining the beams 3 using the H-shaped steel 1 to the upper and lower columns 6 and connecting the beams 3 to each other. Is what is done.
【００１３】図１、図２に示すように、梁３において
は、ウェブ１ｂを鉛直とするＨ型鋼１のフランジ１ａの
上下面に、柱６の側面と略同寸の木質材２がボルト固定
されている。ボルト４は、フランジ１ａにおけるウェブ
１ｂを挟んだ両側の斜めに位置する２箇所から木質材２
を貫通している。木質材２における突設されたボルト４
の脚部の根元部分には座ぐり２２が設けられ、ナット２
０を座ぐり２２の底面２２ａに当接させてボルト４に螺
合させることにより、Ｈ型鋼１と木質材２とを固着して
梁３を形成している。螺合されたナット２０及びボルト
４の脚部が木質材２の表面より突出しないように、座ぐ
り２２はナット２０の厚みよりも大きい寸法の深さを有
するとともに、ボルト４の長さが適切に形成されてい
る。また、ウェブ１ｂの両端部の上下に、連結板９を固
定するためのボルト孔１０が併設されている。As shown in FIGS. 1 and 2, in the beam 3, a wooden material 2 having substantially the same size as the side surface of the column 6 is bolted to the upper and lower surfaces of a flange 1 a of an H-shaped steel 1 whose web 1 b is vertical. Have been. Bolts 4 are made of wood material 2 from two oblique positions on both sides of web 1b in flange 1a.
Penetrates. Projected bolts 4 on wood 2
A counterbore 22 is provided at the base of the leg of the
The H-shaped steel 1 and the wooden material 2 are fixed to each other by forming the beam 3 into contact with the bottom surface 22a of the spot facing 22 and screwing the bolts 4 together. The counterbore 22 has a depth larger than the thickness of the nut 20 and the length of the bolt 4 is appropriate so that the screwed nut 20 and the leg of the bolt 4 do not protrude from the surface of the wooden material 2. Is formed. Further, bolt holes 10 for fixing the connecting plate 9 are provided at the upper and lower ends of both ends of the web 1b.
【００１４】一方、柱６においては、端部の４頂点内側
の４箇所に、接合部材１１の上下端に立設された柄ピン
５を嵌入するための柄ピン孔７が形成されている。この
柄ピン５及び柄ピン孔７は、接合部材１１と柱６との位
置決めのために設けられたもので、それらの配設位置
は、接合部材１１の中心と柱６の中心とが一致するよう
な位置に設けられているとともに、嵌入し易いように、
柄ピン孔７の孔径は柄ピン５の外径よりもやや大きく形
成されている。On the other hand, in the pillar 6, at four positions inside the four vertices of the end, handle pin holes 7 for fitting the handle pins 5 erected at the upper and lower ends of the joining member 11 are formed. The handle pin 5 and the handle pin hole 7 are provided for positioning the joining member 11 and the pillar 6, and the arrangement position thereof is such that the center of the joining member 11 and the center of the pillar 6 coincide. In such a position, so that it is easy to fit,
The hole diameter of the handle pin hole 7 is formed slightly larger than the outer diameter of the handle pin 5.
【００１５】接合部材１１は、４枚の鉛直片１２ａを有
する断面十字形状の鉛直部１２の上下端に固定板１３を
接合して十字型材１４を形成し、この十字型材１４の上
下端に木質部材１５をボルト固定して形成される。十字
型材１４は、梁３におけるＨ型鋼１を長手方向に対して
直角にフランジ１ａの幅と略同寸に切断して得られ、こ
の切断されたＨ型鋼１の上下フランジ１ａと、ウェブ１
ｂとで形成される２個所の凹部の中央に、四角平板状の
鉛直片１２ａの上下端及び側端をそれぞれ上下フランジ
１ａの対向する面及びウェブ１ｂの側面に溶接等の接合
手段で接合して形成される。この鉛直片１２ａの外側面
と十字型材１４のフランジ側面とは面一に形成される。
なお、この接合部材１１の十字型材１４におけるフラン
ジ及びウェブは、梁３におけるＨ型鋼１のフランジ１ａ
及びウェブ１ｂと区別するため、十字型材１４のフラン
ジを固定板１３、十字型材１４のウェブの中央を境にし
た両側部をそれぞれ鉛直片１２ａと呼ぶことにする。ま
た、４枚の鉛直片１２ａを組合わせて固着したものを、
十字型材１４における鉛直部１２と称する。木質部材１
５は梁３における木質材２と略同寸の厚みを有し、その
平面形状が固定板１３と略同寸の四角形状に形成されて
いる。ボルト４は、固定板１３における鉛直片１２ａを
挟んで斜めに位置する２箇所から木質部材１５を貫通
し、木質部材１５の対面からボルト４の脚部が突出して
立設されている。木質部材１５における突設されたボル
ト４の脚部の根元部分には座ぐり２２が設けられ、ナッ
ト２０を座ぐり２２の底面２２ａに当接させてボルト４
に螺合させることにより、十字型材１４と木質部材１５
とを固着して接合部材１１を形成している。螺合された
ナット２０が木質部材１５の表面より突出しないよう
に、座ぐり２２はナット２０の厚みよりも大きい寸法の
深さを有している。The joining member 11 is formed by joining a fixing plate 13 to upper and lower ends of a vertical portion 12 having a cross-shaped cross section having four vertical pieces 12a to form a cross member 14, and attaching a wooden member to the upper and lower ends of the cross member 14. The member 15 is formed by bolting. The cross member 14 is obtained by cutting the H-shaped steel 1 in the beam 3 at a right angle to the longitudinal direction and substantially the same size as the width of the flange 1a, and the upper and lower flanges 1a of the cut H-shaped steel 1 and the web 1
b, the upper and lower ends and side ends of the rectangular flat plate-shaped vertical piece 12a are respectively joined to the opposing surfaces of the upper and lower flanges 1a and the side surfaces of the web 1b by welding means such as welding. Formed. The outer surface of the vertical piece 12a and the side surface of the flange of the cross member 14 are flush with each other.
The flange and the web of the cross member 14 of the joining member 11 are the same as the flange 1a of the H-beam 1 of the beam 3.
In order to distinguish the cross member 14 from the web 1b, the flange of the cross member 14 is referred to as a fixing plate 13, and the both sides of the cross member 14 at the center of the web are referred to as vertical pieces 12a. In addition, four vertical pieces 12a combined and fixed are
It is referred to as the vertical portion 12 of the cross member 14. Wood material 1
5 has a thickness substantially the same as that of the wooden material 2 in the beam 3, and is formed in a rectangular shape having a plane shape substantially the same as that of the fixing plate 13. The bolt 4 penetrates the wooden member 15 from two positions obliquely sandwiching the vertical piece 12 a of the fixing plate 13, and the leg of the bolt 4 protrudes from the opposite surface of the wooden member 15. A counterbore 22 is provided at the base of the leg of the bolt 4 protruding from the wooden member 15, and the nut 20 is brought into contact with the bottom surface 22 a of the counterbore 22 so that the bolt 4
The cross member 14 and the wooden member 15
To form the joining member 11. The counterbore 22 has a depth larger than the thickness of the nut 20 so that the screwed nut 20 does not protrude from the surface of the wooden member 15.
【００１６】このような接合部材１１を用いた柱６と梁
３との接合構造では、接合部材１１に立設されている２
個のボルト４の脚部をそれぞれ柄ピン５として、柱６端
面の対角線上に位置する２個所の柄ピン孔７に嵌入する
ことにより、接合部材１１が柱６の上下端に密着して固
定される。また、柱６の断面形状と接合部材１１におけ
る木質部材１５の平面形状とは略同寸に形成されている
ため、木質部材１５の側面と柱６の側面とは面一に形成
され、この両面に跨って平板状の固定金具８により釘着
されて、柱６と接合部材１１とが固定されている。この
固定金具８は中央部の左右両端が括れた略Ｈ型に形成さ
れ、上下の幅広部分には釘着するための複数の釘孔２３
がそれぞれ設けられている。この例では釘孔２３が１０
箇所に設けられている。この固定金具８の釘着される部
分の幅は、接合面積を大きくとるために柱６の側面と略
同寸となっており、接合の際には、柱６の側面と幅を合
わせることにより所定の位置に取り付けることができ
る。なお、接合部材１１を上下逆にしても、あるいは水
平方向に直角に向きを変えても、柱６端面に形成された
４個所の柄ピン孔７のうち、対角に位置する２箇所の柄
ピン孔７に２本の柄ピン５を嵌入することができる。ま
た、各鉛直片１２ａの外側部の上下に、連結板９をボル
ト固定するためのボルト孔１０がそれぞれ併設されてい
る。一定の柱６同士の間隔に対して、梁３の長さは１種
類で対応できる。In the joint structure of the column 6 and the beam 3 using such a joint member 11, the two
The legs of the bolts 4 are each used as a design pin 5 and fitted into two design pin holes 7 located diagonally on the end face of the pillar 6, so that the joining member 11 is fixed to the upper and lower ends of the pillar 6. Is done. Further, since the cross-sectional shape of the pillar 6 and the planar shape of the wood member 15 in the joining member 11 are formed to be substantially the same size, the side surface of the wood member 15 and the side surface of the pillar 6 are formed flush with each other. The column 6 and the joining member 11 are fixed to each other by nailing with a plate-shaped fixing bracket 8 over the. The fixing bracket 8 is formed in a substantially H-shape in which both right and left ends of a central portion are confined, and a plurality of nail holes 23 for nailing the upper and lower wide portions.
Are provided respectively. In this example, the nail hole 23 is 10
It is provided in the place. The width of the nailed portion of the fixing bracket 8 is substantially the same as the side surface of the pillar 6 in order to increase the bonding area. It can be mounted in place. Even if the joining member 11 is turned upside down, or the direction is changed at right angles to the horizontal direction, two of the four pattern pin holes 7 formed on the end face of the pillar 6 are located at diagonally opposite positions. Two handle pins 5 can be fitted into the pin holes 7. Bolt holes 10 for fixing the connecting plate 9 with bolts are respectively provided above and below the outer portion of each vertical piece 12a. For a certain interval between the columns 6, the length of the beam 3 can be one type.
【００１７】また、図２及び図３に示すように、接合部
材１１の各側面の形状が梁端部の側面と略同形状に形成
されており、梁３と接合部材１１とは、梁端部の側面と
接合部材１１の側面とを当接させた状態で、梁３のウェ
ブ１ｂ及び接合部材１１の鉛直片１２ａに連結板９をボ
ルト固定して連結される。連結板９は、縦がウェブ１ｂ
又は鉛直片１２ａの高さよりも短く、かつ横が梁３の側
端と接合部材１１の側端とを当接させた状態での両者の
ボルト孔１０間の間隔よりも長く形成されている。ま
た、この両者を当接させた状態で、梁３のウェブ１ｂ及
び接合部材１１の鉛直片１２ａの各上下に設けられた計
４個所のボルト孔１０と対応する位置にボルト孔１０が
設けられている。なお、一つの接合部材１１に対して梁
３は最大４本まで連結でき、建築物における柱６の位置
に応じて、適宜必要な数だけ梁３が連結できる。例え
ば、柱６が建築物の４隅にある場合は、梁３同士が直交
する向きに、２本の梁３を接合部材１１に連結し、柱６
が建築物の側面にある場合は、３本の梁３を３方向に接
合部材１１に連結し、柱６が建築物の内部にある場合
は、４本の梁３を連結できるすべての方向に接合部材１
１に連結する。As shown in FIGS. 2 and 3, the shape of each side surface of the joining member 11 is formed to be substantially the same as the side surface of the beam end, and the beam 3 and the joining member 11 The connecting plate 9 is bolted to the web 1b of the beam 3 and the vertical piece 12a of the joining member 11 in a state where the side surface of the portion and the side surface of the joining member 11 are in contact with each other. The connecting plate 9 has a vertical web 1b.
Alternatively, it is formed shorter than the height of the vertical piece 12a and longer than the interval between the bolt holes 10 when the side end of the beam 3 and the side end of the joining member 11 are in contact with each other. Further, in a state where the two are in contact with each other, bolt holes 10 are provided at positions corresponding to a total of four bolt holes 10 provided above and below each of the web 1b of the beam 3 and the vertical piece 12a of the joining member 11. ing. It should be noted that a maximum of four beams 3 can be connected to one joint member 11, and a necessary number of beams 3 can be connected appropriately according to the positions of the columns 6 in the building. For example, when the pillars 6 are located at the four corners of the building, the two beams 3 are connected to the joining member 11 so that the beams 3 are orthogonal to each other.
When is on the side of the building, three beams 3 are connected to the joint member 11 in three directions, and when the pillar 6 is inside the building, the four beams 3 are connected in all directions that can be connected. Joining member 1
Connect to 1.
【００１８】以上のような柱６と梁３との接合構造で
は、梁３の縦断面と略同形状の側面を有する接合部材１
１が、その各側面を柱６の側面と面一に柱６の上下端に
固定され、この接合部材１１を介して同じ長さの梁３が
最大４本まで連結板９により連結している。このため、
１種類の柱６の間隔に対して、梁３の長さは１種類で対
応できるので、梁３の品種を削減することができる。ま
た、２箇所の柄ピン５に対して柄ピン孔７を４箇所設け
ることにより、接合部材１１の向きを気にせず施行する
ことができる。また、一つの接合部材１１に対して４方
向に梁３を連結することができ、施行が簡単になる。さ
らに、接合部材１１における固定板１３および木質部材
１５の平面形状が、上下柱６の断面と略同寸の正方形で
あるため、この木質部材１５の側面と柱の側面とが略面
一になり、これらの両面に釘着される固定金具８がＨ金
具等の平板状のものを用いて簡単に柱６と梁３とを固定
することができる。In the joint structure between the column 6 and the beam 3 as described above, the joining member 1 having a side surface having substantially the same shape as the longitudinal section of the beam 3 is used.
1 is fixed to the upper and lower ends of the column 6 with each side surface flush with the side surface of the column 6, and up to four beams 3 of the same length are connected by the connecting plate 9 through the joining member 11. . For this reason,
Since the length of the beam 3 can correspond to one type of the interval between the columns 6, the types of the beams 3 can be reduced. In addition, by providing four handle pin holes 7 for two handle pins 5, the design can be performed without concern for the orientation of the joining member 11. Further, the beam 3 can be connected to one joint member 11 in four directions, and the implementation is simplified. Furthermore, since the planar shapes of the fixing plate 13 and the wooden member 15 in the joining member 11 are squares having substantially the same size as the cross section of the upper and lower columns 6, the side surface of the wooden member 15 and the side surface of the column are substantially flush. The column 6 and the beam 3 can be easily fixed by using a plate-shaped fixing metal 8 such as an H metal fitting to be nailed to both surfaces thereof.
【００１９】[0019]
【発明の効果】請求項１記載の発明では、十字型材の上
下端に木質部材をボルト固定して形成した接合部材が柱
の上下端に固定され、この接合部材を介して同じ長さの
梁が連結板により連結している。このため、、一定の柱
同士の間隔に対して、従来の短手梁の１種類で対応で
き、長手梁が不要である。したがって、梁の品種を削減
することができるため、部材管理などのめんどうな作業
が少なくなり、省施行であるとともに経済的である。ま
た、一つの接合部材に対して４方向に梁を連結すること
ができるため、柱の位置が建築物の端又は中央にあると
に関わりなく、接合部材を変更することなく、適宜必要
な箇所にだけ必要数の梁を接合することができる。ま
た、新規の接合部材を用いても従来の柱や梁を使用する
ことができるので、新規に柱や梁を作製する必要がなく
経済的である。また、柱端部に形成された柄ピン孔に嵌
入させる柄ピンを梁に設ける必要がなく、梁の柄ピンを
柄ピン孔に嵌入させる手間が省ける。さらに、柱上端に
接合部材を固定する作業を事前に行うことができるの
で、柱を立てた状態で行う必要がなく、省施行である。According to the first aspect of the present invention, a joining member formed by fixing a wooden member to the upper and lower ends of a cross member by bolts is fixed to the upper and lower ends of a column, and a beam having the same length is connected via the joining member. Are connected by a connecting plate. For this reason, one kind of conventional short beam can cope with a certain interval between columns, and a long beam is unnecessary. Therefore, since it is possible to reduce the types of beams, it is possible to reduce troublesome operations such as member management and the like. Also, since the beam can be connected to one joint member in four directions, regardless of the position of the pillar at the end or center of the building, the necessary parts can be appropriately changed without changing the joint member Only the required number of beams can be joined. In addition, since a conventional column or beam can be used even if a new joining member is used, it is economical because there is no need to newly manufacture a column or beam. Further, it is not necessary to provide a handle pin to be fitted into the handle pin hole formed at the end of the pillar, so that the work of fitting the handle pin of the beam into the handle pin hole can be omitted. Furthermore, since the operation of fixing the joining member to the upper end of the column can be performed in advance, it is not necessary to perform the operation in a state where the column is upright, and the implementation is reduced.
【００２０】また、請求項２記載の発明では、接合部材
における固定板および木質部材の平面形状が、上下柱の
断面と略同寸の正方形であるため、この木質部材の側面
と柱の側面とが略面一になり、これらの両面に釘着され
る固定金具がＨ金具等の平板状のもので、簡単に柱と接
合部材とを固定することができる。According to the second aspect of the present invention, since the planar shape of the fixing plate and the wooden member in the joining member is a square having substantially the same size as the cross section of the upper and lower columns, the side surface of the wooden member and the side surface of the column are Are substantially flush with each other, and the fixing brackets to be nailed on both sides thereof are flat plate-shaped such as H brackets, so that the column and the joining member can be easily fixed.
【図１】本発明の柱と梁との接合構造の実施の形態にお
いて、使用される接合部材を示し、（ａ）は斜視図、
（ｂ）はボルト近傍での断面図である。FIG. 1 shows a joint member used in an embodiment of a joint structure between a column and a beam according to the present invention, wherein (a) is a perspective view,
(B) is a sectional view near the bolt.
【図２】本発明の柱と梁との接合構造の実施の形態を示
し、（ａ）は分解斜視図、（ｂ）は梁の縦断面図であ
る。FIG. 2 shows an embodiment of a joint structure between a column and a beam according to the present invention, wherein (a) is an exploded perspective view and (b) is a longitudinal sectional view of the beam.
【図３】本発明の柱と梁との接合構造の実施の形態を示
す斜視図である。（ａ）は２本の梁と柱との接合構造、
（ｂ）は３本の梁と柱との接合構造、（ｃ）は４本の梁
と柱との接合構造をそれぞれ示す。FIG. 3 is a perspective view showing an embodiment of a joint structure between a column and a beam according to the present invention. (A) is a joint structure between two beams and columns,
(B) shows a joint structure between three beams and columns, and (c) shows a joint structure between four beams and columns.
【図４】本発明の柱と梁との接合構造を有する建築物の
実施の形態を示す斜視図である。FIG. 4 is a perspective view showing an embodiment of a building having a joint structure of columns and beams according to the present invention.
【図５】従来例の柱と梁との接合構造を示し、（ａ）は
分解斜視図、（ｂ）は梁の縦断面図である。5A and 5B show a joint structure between a column and a beam in a conventional example, wherein FIG. 5A is an exploded perspective view and FIG. 5B is a longitudinal sectional view of the beam.
１ Ｈ型鋼 １ａ フランジ １ｂ ウェブ ２ 木質材 ３ 梁 ４ ボルト ５ 柄ピン ６ 柱 ７ 柄ピン孔 ８ 固定金具 ９ 連結板 １０ ボルト孔 １１ 接合部材 １２ 鉛直部 １２ａ 鉛直片 １３ 固定板 １４ 十字型材 １５ 木質部材 ２０ ナット ２２ 座ぐり ２２ａ 底面 ２３ 釘穴 ２４ 釘 DESCRIPTION OF SYMBOLS 1 H-shaped steel 1a Flange 1b Web 2 Wood material 3 Beam 4 Bolt 5 Pattern pin 6 Column 7 Pattern pin hole 8 Fixture 9 Connecting plate 10 Bolt hole 11 Joint member 12 Vertical part 12a Vertical piece 13 Fixing plate 14 Cross member 15 Wood member 20 Nut 22 Counterbore 22a Bottom surface 23 Nail hole 24 Nail
Claims (2)
ルト固定して梁となし、この梁を接合部材を介して柱端
部に固定してなる柱と梁との接合構造において、４枚の
鉛直片を有する断面十字形状の鉛直部の上下端に固定板
を接合して十字型材を形成し、この十字型材の上下端に
木質部材をボルト固定して前記接合部材となし、この十
字型材と木質部材とを固定しているボルトの脚部を前記
接合部材の上下に貫通立設させて柄ピンを形成し、この
柄ピンを柱端部に形成された柄ピン孔に嵌入させるとと
もに、前記各鉛直片と梁におけるＨ型鋼のウェブとを連
結板により連結してなることを特徴とする柱と梁との接
合構造。1. A joint structure between a column and a beam in which a wooden material is bolted to the upper and lower surfaces of an H-shaped steel flange to form a beam, and the beam is fixed to a column end via a joining member. A fixing plate is joined to the upper and lower ends of a vertical portion having a cross-shaped cross section having two vertical pieces to form a cross member, and a wooden member is bolted to the upper and lower ends of the cross member to form the joining member. Legs of bolts fixing the shape member and the wooden member are vertically erected above and below the joining member to form a design pin, and the design pin is fitted into a design pin hole formed at the column end. And a joint structure between a column and a beam, wherein each vertical piece and the web of the H-shaped steel in the beam are connected by a connecting plate.
この固定板に固定される木質部材の平面形状とを、上下
柱の断面と略同寸の正方形に形成してなることを特徴と
する請求項１記載の柱と梁との接合構造。2. A planar shape of a fixing plate in a cross member,
2. The joint structure between a pillar and a beam according to claim 1, wherein the planar shape of the wooden member fixed to the fixing plate is formed in a square having substantially the same size as the cross section of the upper and lower columns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13555797A JPH10325176A (en) | 1997-05-26 | 1997-05-26 | Structure for joining column to beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13555797A JPH10325176A (en) | 1997-05-26 | 1997-05-26 | Structure for joining column to beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10325176A true JPH10325176A (en) | 1998-12-08 |
Family
ID=15154600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13555797A Pending JPH10325176A (en) | 1997-05-26 | 1997-05-26 | Structure for joining column to beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10325176A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009030321A (en) * | 2007-07-26 | 2009-02-12 | Panasonic Electric Works Co Ltd | Portal frame by connection of composite beam and wooden pillar |
| KR101308053B1 (en) * | 2011-11-28 | 2013-09-12 | (주)케이에이치하우징솔루션스 | Precast Concrete Column Connecting Structure Using The Low Bending Moment Zone |
| WO2014033938A1 (en) * | 2012-08-31 | 2014-03-06 | 株式会社モジュールハウス研究所 | Building structure, construction method for same, and beam-and-column joints for building structures |
| JP2019044392A (en) * | 2017-08-31 | 2019-03-22 | パナソニックＩｐマネジメント株式会社 | Joint metal and joint structure using the same |
| CN112431430A (en) * | 2020-10-21 | 2021-03-02 | 北京工业大学 | Reinforcing protection device for beam-column joint and mounting method thereof |
-
1997
- 1997-05-26 JP JP13555797A patent/JPH10325176A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009030321A (en) * | 2007-07-26 | 2009-02-12 | Panasonic Electric Works Co Ltd | Portal frame by connection of composite beam and wooden pillar |
| KR101308053B1 (en) * | 2011-11-28 | 2013-09-12 | (주)케이에이치하우징솔루션스 | Precast Concrete Column Connecting Structure Using The Low Bending Moment Zone |
| WO2014033938A1 (en) * | 2012-08-31 | 2014-03-06 | 株式会社モジュールハウス研究所 | Building structure, construction method for same, and beam-and-column joints for building structures |
| JP2019044392A (en) * | 2017-08-31 | 2019-03-22 | パナソニックＩｐマネジメント株式会社 | Joint metal and joint structure using the same |
| CN112431430A (en) * | 2020-10-21 | 2021-03-02 | 北京工业大学 | Reinforcing protection device for beam-column joint and mounting method thereof |
| CN112431430B (en) * | 2020-10-21 | 2022-10-28 | 北京工业大学 | Reinforcing protection device for beam-column joint and mounting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH10325176A (en) | Structure for joining column to beam | |
| JP2002097722A (en) | Unit type building and corner reinforcing material therefor | |
| JP2001262695A (en) | Beam connecting device | |
| JP7058158B2 (en) | How to install outdoor stairs structure and outdoor stairs structure | |
| JP3046750B2 (en) | Architectural connection | |
| JP3661586B2 (en) | Portal frame | |
| JP3596455B2 (en) | Connection structure between composite beams and wooden columns | |
| JP3130864B2 (en) | Wooden building | |
| JPH04185851A (en) | Beam for structure | |
| JPH06288005A (en) | Joint structure of steel skeleton framework | |
| JP2007146404A (en) | Connecting mechanism of container house | |
| JPH06306943A (en) | Nonwelded pin connection column base structure of square steel pipe column | |
| JPS6316402Y2 (en) | ||
| JPH0921178A (en) | Joining structure between post and beam | |
| JP2893578B2 (en) | Joint equipment for building components | |
| JP3324442B2 (en) | Joint structure of beam and column | |
| JPH1121997A (en) | Joining structure of column and beam | |
| JP3230298B2 (en) | Unit joint structure | |
| JPH0468148A (en) | Joint structure of top of diagonal beam and ridge beam | |
| JP2005248615A (en) | Wall body structure | |
| JPH1018436A (en) | Joining method of structure for wood shaft | |
| JP3032103B2 (en) | Reinforced metal fittings used for frame structures of wooden structures | |
| JP3940777B2 (en) | Wooden shaft joint | |
| JPH0722420Y2 (en) | Column structure in a house frame | |
| JP2554174Y2 (en) | Column and beam connection structure |