JPH0913502A - Column-girth joint construction in wooden frame and joint metal - Google Patents
Column-girth joint construction in wooden frame and joint metalInfo
- Publication number
- JPH0913502A JPH0913502A JP7167698A JP16769895A JPH0913502A JP H0913502 A JPH0913502 A JP H0913502A JP 7167698 A JP7167698 A JP 7167698A JP 16769895 A JP16769895 A JP 16769895A JP H0913502 A JPH0913502 A JP H0913502A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- difference
- column
- pillar
- pin
- 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]
【産業上の利用分野】この発明は、木造軸組における柱
と胴差(或いは床梁等の梁)の接合構造と、そのための接
合金物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of a column and a body difference (or a beam such as a floor beam) in a wooden frame, and a joint metal piece therefor.
【0002】[0002]
【従来の技術】在来木造構法の柱と胴差の接合は、図7
のように、仕口部分を特殊形状に加工した傾ぎ入れ短ほ
ぞ差しと短冊金物を用いている。また、床梁の場合は、
一部大入れ長ほぞ差しとして羽子板ボルト等で固定す
る。これらの仕口部分の加工は、通常大工職人が現場加
工するのが一般であるが、近時、ルーターと呼ばれる専
用機械を用いて、予め工場でプレカット加工することが
行われるようになっている。このプレカットでは、機械
の性質から、図8のように、仕口部分が丸味を帯びてい
るのが特徴である。2. Description of the Related Art A conventional wooden construction method for connecting columns and body differences is shown in FIG.
As described above, the tilting short tenon and the metal strip with the specially shaped joint are used. For floor beams,
Partly insert the long tenon and secure it with a battledore bolt. Generally, carpenters work on-site to process these joints, but recently, pre-cut processing has been performed at the factory in advance using a dedicated machine called a router. . This pre-cut is characterized in that the joint portion is rounded as shown in FIG. 8 due to the nature of the machine.
【0003】[0003]
【発明が解決しようとする課題】ところで、胴差から柱
へ剪断力を伝える場合、柱には木材の繊維方向に力が作
用し、梁には繊維の方向と直交する方向に力が作用す
る。この場合、木材には、繊維方向に対する力には強い
が、直交する方向には弱い性質があり、胴差のほぞの断
面積を大きくして剪断力の支持力を確保する必要があ
る。このため、必然的に柱のほぞ穴を大きくすることと
なって、断面欠損が大きくなることから柱側の強度が低
下する欠点がある。By the way, when a shearing force is transmitted from the barrel difference to the column, the column acts with a force in the fiber direction of the wood, and the beam exerts a force in a direction orthogonal to the fiber direction. . In this case, since the wood has a strong property in the fiber direction but a weak property in the orthogonal direction, it is necessary to increase the cross-sectional area of the tenon of the barrel difference to secure the supporting force of the shearing force. For this reason, the mortise of the column is inevitably made large, and the cross-section loss becomes large, so that the strength on the column side decreases.
【0004】加えて、仕口の加工には熟練が必要で専門
の大工職人が必要となり、プレカットの場合には専用の
加工機械が必要となる。In addition, the processing of the joint requires skill and requires a specialized carpenter, and in the case of precutting, a dedicated processing machine is required.
【0005】更に、前記のように短冊金物を用いると、
床、天井及び耐力壁等の納りの邪魔になるのみならず、
接合部分を露出させる構造の建物の場合には、その短冊
金物や釘が見えることとなって外観を損なう欠点があ
る。Further, when the strip metal object is used as described above,
Not only does it hinder the storage of floors, ceilings, bearing walls, etc.,
In the case of a building having a structure in which the joint portion is exposed, there is a drawback that the strip metal objects and nails are visible and the appearance is impaired.
【0006】この発明は、このような従来の欠点を解消
して、柱と胴差の仕口部の複雑な加工が不要で、しかも
大きな剪断力を負担させることが可能で、なおかつ外観
に優れた接合構造とその金物を提供することを目的とす
るものである。The present invention eliminates the above-mentioned conventional drawbacks, eliminates the need for complicated processing of the joint portion of the column and the body difference, can bear a large shearing force, and is excellent in appearance. It is intended to provide a joint structure and its hardware.
【0007】[0007]
【課題を解決するための手段】上記の課題を解決するた
め、この発明は、柱の上端面に接合金物の連結部が挿入
され、柱側面からその連結部を貫通して挿入されたピン
部材でそれら連結部と柱とが一体に接合されるととも
に、連結部より側方に突出した垂直な接合プレートを胴
差端面のスリットへ挿入して、その胴差の側面よりこの
プレートを貫通して挿入されたピン部材で、それら接合
プレートと胴差とが一体に接合されてなることを特徴と
するものである。In order to solve the above problems, the present invention is directed to a pin member in which a connecting portion of a metal joint is inserted into an upper end surface of a column and the column side surface is inserted through the connecting portion. While the connecting part and the pillar are integrally joined with each other, a vertical joining plate protruding laterally from the connecting part is inserted into the slit of the barrel difference end face, and this plate is penetrated from the side face of the barrel difference. It is characterized in that the joint plate and the body difference are integrally joined by the inserted pin member.
【0008】上記において、接合プレートは、通常、上
下に対向する一対の柱の端面間より外方に突出するとと
もに、この接合プレートを挿入した胴差端部が同じく柱
の端面間に挿入される。In the above, the joining plate usually projects outwardly between the end faces of a pair of vertically opposed columns, and the barrel end portion into which the joining plate is inserted is also inserted between the end faces of the columns. .
【0009】その際、胴差先端の左右の角部を45度に
切り落としして、互いに直角な方向の胴差同士が干渉す
ることなく前記柱端面間へ挿入するが、胴差の挿入され
ていない空間部には、カバーを取り付けてこの部分を塞
ぐことが考えられる。At this time, the left and right corners of the tip of the barrel difference are cut off at 45 degrees and inserted into the column end faces without interference between the barrel differences in the directions orthogonal to each other, but the barrel difference is inserted. It is conceivable to attach a cover to the empty space to close this part.
【0010】同じく上記の課題を解決するための、この
発明の接合金物は、互いに対向する上下の柱の端面間に
跨って挿入される連結部と、その連結部より突出して胴
差の端部へ挿入される接合プレートとからなり、連結部
には、柱側面より挿入されたピン部材が貫通する挿入穴
が形成され、接合プレートには、胴差側面より挿入され
るピン部材が貫通する挿入穴が形成されていることを特
徴とするものである。Similarly, in order to solve the above-mentioned problems, a joining metal article of the present invention is provided with a connecting portion which is inserted between end surfaces of upper and lower columns facing each other, and an end portion of a body difference protruding from the connecting portion. The connecting plate has an insertion hole through which the pin member inserted from the side of the column penetrates, and the connecting plate has an insertion hole through which the pin member inserted from the side of the barrel is inserted. It is characterized in that holes are formed.
【0011】また、このような本発明の接合構造及び金
物において、連結部としては、通常丸鋼等の棒状材が用
いられる。他方、接合プレートに形成されるピン部材の
一部の挿入穴は、その接合プレートの上端に形成された
スリット若しくは切欠部から構成して、先に胴差へピン
部材を取り付けて、これらのスリット若しくは切欠部へ
上方から挿入することで、胴差の仮設置と位置決めを行
うようにすることが考えられる。Further, in the joining structure and the metal fitting of the present invention as described above, a rod-shaped material such as round steel is usually used as the connecting portion. On the other hand, a part of the insertion hole of the pin member formed in the joining plate is composed of a slit or a notch formed in the upper end of the joining plate, and the pin member is first attached to the body gap to make these slits. Alternatively, it may be possible to temporarily install and position the body difference by inserting the notch portion from above.
【0012】この発明において、胴差とは、木造軸組に
おける各種の横架材、例えば梁、床梁等の梁をも含む趣
旨である。In the present invention, the barrel difference is meant to include various horizontal members in the wooden frame, such as beams and floor beams.
【0013】[0013]
【作用】上記丸鋼などからなる連結部は、柱の上端面へ
挿入してそれらを貫通するピン部材を解して柱へ固定さ
れる。他方、胴差は、その端面のスリットなどへ挿入さ
れた接合プレートへピン部材を介して接合されており、
このピン部材から接合プレート及び連結部を介して、な
らびに胴差下端面から直接柱の上端面に胴差からの剪断
力が柱へ伝達される。The connecting portion made of the round steel or the like is fixed to the pillar by inserting it into the upper end surface of the pillar and releasing the pin member penetrating them. On the other hand, the body difference is joined via a pin member to the joining plate inserted into the slit of the end face,
From this pin member, the shearing force from the barrel difference is transmitted to the column via the joint plate and the connecting portion, and directly from the barrel difference lower end face to the upper end face of the column.
【0014】この発明においては、柱及び胴差の外側に
は、ピンの端面と接合プレートの端面が露出するだけで
あるから、外観が良好である。また、柱側の仕口の加工
は、丸鋼とピンが入る穴を形成すれば良く、胴差側の仕
口は、接合プレートが入るスリットとピンが入る穴を形
成するだけでよいので、専門の職人が不要で、工場で簡
単に加工できるとともに、柱、胴差ともに大きな断面欠
損がない。According to the present invention, since the end faces of the pin and the joint plate are only exposed to the outside of the column and the barrel difference, the appearance is good. Further, the processing of the joint on the pillar side may be performed by forming a hole into which the round steel and the pin are inserted, and the joint on the barrel side may be formed by forming the slit into which the joining plate is inserted and the hole into which the pin is inserted. It does not require a professional craftsman, it can be easily processed in the factory, and there is no large cross-section loss in the pillar and body difference.
【0015】[0015]
【実施例】図1において(1)は、この発明の接合金物を
示している。この接合金物(1)は、基本的に丸形鋼材か
らなる連結部(2)と、この連結部(2)の長手方向の中央
部において、互いに直角な側方に突出するようにして溶
接された複数枚の垂直な接合プレート(3)(3)…とから
なる。この実施例の金物(1)は、T字型部分に取付けら
れるものであって、そのため、接合プレート(3)(3)…
は、3枚としてT字方向に突出されている。これらの接
合プレート(3)の突出方向の先端部近傍には、上下の間
隔をおいて3個のピン挿入穴(4)(5)が形成されている
が、その上端の挿入穴(5)は、接合プレート(3)上端か
らV字型に切り込まれた切欠部となっている。他方、こ
れら接合プレート(3)の溶接部の上部若しくは下部側で
ある連結部(2)の上端若しくは下端部分には、接合プレ
ート(3)の突出方向に対して水平方向に45度の角度
で、かつ、相互に90度ずつ角度を交互に変更して、各
3個のピン挿入穴(6)(6)…が形成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, (1) shows a metal joint of the present invention. This joining metal fitting (1) is welded to a connecting portion (2) basically made of round steel and a central portion of the connecting portion (2) in the longitudinal direction so as to project laterally at right angles to each other. And a plurality of vertical joining plates (3) (3). The metal fitting (1) of this embodiment is attached to the T-shaped portion, so that the joining plates (3) (3) ...
Are projected in the T-shape as three sheets. Three pin insertion holes (4) and (5) are formed at upper and lower intervals in the vicinity of the tips of the joining plates (3) in the protruding direction, and the insertion holes (5) at the upper end thereof are formed. Is a V-shaped cutout from the upper end of the joining plate (3). On the other hand, at the upper end or the lower end of the connecting part (2), which is the upper side or the lower side of the welded part of these joining plates (3), at an angle of 45 degrees with respect to the protruding direction of the joining plate (3). Further, the three pin insertion holes (6), (6), ... Are formed by alternately changing the angles by 90 degrees.
【0016】(8)及び(9)は、互いに上下に対向する一
対の柱であり、上部側の柱(8)の下端と同じく下部側の
柱(9)の上端面には、それぞれ一定深さの、即ち、前記
連結部(2)の接合プレート(3)より突出した長さに対応
した長さのほぞ穴(10)(10)が形成されるとともに、これ
らのほぞ穴(10)(10)を貫通するようにして、連結部(2)
のピン挿入穴(6)(6)…に対応して、それらのピン挿入
穴(6)(6)…に連続するようなピン挿入穴(11)(11)…
が、互いに90度角度を変えながら形成されている。ま
た、これらのピン挿入穴(11)(11)…は、柱(8)(9)の断
面のコーナーを通るように形成してある。Reference numerals (8) and (9) are a pair of columns vertically opposed to each other. The lower end of the upper pillar (8) and the upper end surface of the lower pillar (9) each have a constant depth. That is, the mortises (10) (10) having a length corresponding to the length of the connecting portion (2) protruding from the joining plate (3) are formed, and these mortises (10) (10) 10) so that it passes through the connecting portion (2)
Corresponding to the pin insertion holes (6) (6) ... of the pin insertion holes (6) (6).
Are formed by changing the angle of 90 degrees with respect to each other. Further, these pin insertion holes (11) (11) ... Are formed so as to pass through the corners of the cross sections of the columns (8) and (9).
【0017】胴差(13)は、図3で示すように、その端部
の左右両側の角部分が45度に切り落とし(14)されると
ともに、その先端面から前記接合プレート(3)の長さに
対応した深さのスリット(15)が、上下に貫通して形成さ
れている。また、このスリット(15)を貫通するようにし
て、前記接合プレート(3)のピン挿入穴(4)(4)…に対
応するピン挿入穴(16)(16)…が形成されている。(17)
は、この胴差(13)のピン挿入穴(16)へ挿入されるドリフ
トピン、(18)は、柱(8)(9)のピン挿入穴(11)へ挿入さ
れるドリフトピンを示している。(20)は、前記胴差(13)
が取付けられていない柱(8)(9)の端面間の空間部へ取
付けられるカバーを示している。As shown in FIG. 3, the body difference (13) is cut off (14) at the left and right corners of its end portion at 45 degrees, and the length of the joining plate (3) is extended from its tip end surface. A slit (15) having a depth corresponding to the height is formed so as to penetrate vertically. Further, pin insertion holes (16) (16) ... Corresponding to the pin insertion holes (4) (4) of the joint plate (3) are formed so as to penetrate the slit (15). (17)
Is a drift pin inserted into the pin insertion hole (16) of the body difference (13), and (18) is a drift pin inserted into the pin insertion hole (11) of the pillars (8) and (9). There is. (20) is the body difference (13)
Shows a cover attached to the space between the end faces of the pillars (8) and (9) to which is not attached.
【0018】次に、上記金物(1)を用いた接合方法を説
明すると、まず、下側の柱(9)の上端面のほぞ穴(10)へ
前記連結部(2)の下端部分を落とし込んで挿入し、この
柱(9)の側面からそれらのピン挿入穴(11)(11)…へドリ
フトピン(18)を打ち込んで挿入して、金物(1)をその柱
(9)の上端へ固定する。次に、柱(9)の側面より外方に
突出する各接合プレート(3)へ、順次胴差(13)のスリッ
ト(15)へ対応する接合プレート(3)を挿入するようにし
て設置するとともに、その胴差(13)の外側からピン挿入
穴(16)へドリフトピン(17)を打ち込んで胴差(13)を固定
する。その際、一部のドリフトピン即ち最上部のドリフ
トピン(17)は、胴差(13)を設置する前に予めピン挿入穴
(16)へ打ち込んで挿入しておき、この状態で、接合プレ
ート(3)の上端からスリット(15)を貫通するようにし
て、その予め取付けたドリフトピン(17)を上端の切欠状
の挿入穴(5)へ落とし込んで、胴差(13)の仮設置と位置
決めを行う。この時、切欠状の挿入穴(5)は上端が拡が
ったV字型となっているので、自動的に正確な位置に設
置されることになる。また、図3で示すように、胴差(1
3)の先端部分は、上下の柱(8)(9)間の空間部まで挿入
され、その両側の45度の切り落とし部(14)が互いにほ
ぼ合致するように干渉しない状態で取付けられる。この
とき、胴差(13)が接合されていない方向の部分において
は、柱(8)(9)間に空間が生じるため、この部分へ左右
の両端が45度に切り落としされた断面概略台形のカバ
ー(20)をはめ込んで、外側から木ネジ(21)をねじ込ん
で、対応する胴差(13)の端部へ固定するようにしてい
る。このカバー(20)の取付けは、上部側の柱(8)の取付
け後であってもよい。Next, the joining method using the above metal fitting (1) will be explained. First, the lower end portion of the connecting portion (2) is dropped into the mortise hole (10) on the upper end surface of the lower pillar (9). Insert the drift pin (18) into the pin insertion holes (11) (11) ... from the side surface of the pillar (9) and insert the hardware (1) into the pillar (9).
Fix to the upper end of (9). Next, the joint plates (3) corresponding to the slits (15) of the body difference (13) are sequentially inserted into the joint plates (3) protruding outward from the side surface of the pillar (9). At the same time, the drift pin (17) is driven into the pin insertion hole (16) from the outside of the barrel difference (13) to fix the barrel difference (13). At that time, some of the drift pins, i.e., the uppermost drift pin (17), should be installed in the pin insertion holes before installing the body gap (13)
It is driven into the (16) and inserted, and in this state, the slit (15) is penetrated from the upper end of the joining plate (3), and the drift pin (17) attached in advance is inserted into the notch shape at the upper end. Drop it into the hole (5) to temporarily install and position the barrel difference (13). At this time, since the notch-shaped insertion hole (5) has a V-shape with the upper end widened, it is automatically installed at an accurate position. In addition, as shown in FIG.
The tip portion of 3) is inserted up to the space between the upper and lower pillars 8 and 9, and the 45-degree cut-off portions 14 on both sides thereof are attached so as not to interfere with each other so that they substantially coincide with each other. At this time, in the part where the body difference (13) is not joined, a space is created between the pillars (8) and (9), so the left and right ends are cut off at 45 degrees to this part. The cover (20) is fitted and the wood screw (21) is screwed in from the outside so as to be fixed to the end of the corresponding barrel difference (13). The cover (20) may be attached after the upper pillar (8) is attached.
【0019】そして、上記のようにして胴差(13)を取付
けた後、上部側の柱(8)をその下端面のほぞ穴(10)へ連
結部(2)上端部分を挿入するように落とし込んで、前記
と同様に側面からドリフトピン(18)(18)…を打ち込ん
で、この上部側の柱(8)を固定するものである。上記に
おいて、柱(8)(9)に打ち込まれるドリフトピン(18)
は、それらの柱(8)(9)のコーナーを通る対角状に配置
されるため、ドリフトピン(18)の長さを長くとれ、これ
によって、ピン(18)の支持力を増すことができる。After mounting the body difference (13) as described above, the upper part (8) of the upper part (8) is inserted into the mortise (10) of the lower end face of the connecting part (2). After dropping, the drift pins (18) (18) are driven in from the side surface in the same manner as described above to fix the column (8) on the upper side. In the above, the drift pin (18) driven into the pillar (8) (9)
Since they are arranged diagonally through the corners of the pillars (8) and (9), the length of the drift pin (18) can be increased, which can increase the bearing capacity of the pin (18). it can.
【0020】図6は、柱(8)(9)が大黒柱のような丸型
の場合であって、その接合方法は前記の実施例と同じで
あり、このように柱(8)(9)はどのような断面形状でも
取付け可能である。なお、この実施例では、十字型の接
合部分を示しており、従って、前記のカバー(20)は不要
である。FIG. 6 shows a case where the pillars (8) and (9) are round-shaped like a large black pillar, and the joining method is the same as that of the above-mentioned embodiment, and thus the pillars (8) and (9) are Can be attached with any cross-sectional shape. It should be noted that this embodiment shows a cross-shaped joint, and therefore the cover (20) is not necessary.
【0021】[0021]
【発明の効果】以上のようにこの発明によれば、柱と胴
差との接合部の仕口部分を専用の金物とピンによって接
合するものであって、胴差に働く剪断力は金物部分で確
実に支持出来ることになる。また、上部階の柱側の圧縮
力は、金物及び胴差を通じて引張力は金物を通じて下側
の柱へ伝達されるため、通し柱と略同等の耐力が得られ
る。特に、胴差にはスリットとピン挿入穴が、柱には連
結部を挿入する穴とピンの挿入穴が形成されるだけであ
るから、いずれの側も断面欠損が少なく、強度の高い構
造が得られる。As described above, according to the present invention, the joint portion of the joint between the column and the body difference is joined with the dedicated metal object and the pin, and the shearing force acting on the body difference is the metal object portion. Will definitely support. In addition, since the compressive force on the pillar side of the upper floor is transmitted to the lower pillar through the metal object and the body difference and the tensile force to the lower pillar, the yield strength is almost the same as that of the through pillar. In particular, since slits and pin insertion holes are formed in the body difference, and holes for inserting the connecting portion and pin insertion holes are formed in the post, there is little cross-sectional loss on either side, and a structure with high strength is provided. can get.
【0022】しかも、スリットや穴を加工するだけで済
むので、従来の仕口のような複雑な加工は不要であっ
て、加工ための専門の大工職人や専用の加工機械が不要
となる効果が得られる。また、現場での組立も解りやす
く、それだけ作業を短時間に行うことができる。Moreover, since it is only necessary to process the slits and holes, there is no need for complicated processing such as the conventional joint, and there is an effect that a specialized carpenter for processing and a dedicated processing machine are not required. can get. Moreover, the assembly at the site is easy to understand, and the work can be performed in a short time.
【0023】更に、柱の外側にはピンの端面が露出する
だけであり、他方、胴差の外側には接合プレートとピン
の端面が僅かに露出するだけであるから、外観が良好で
ある。そのため、特に、この仕口部分を露出させる構造
の建物においても、優れた意匠を提供することができ
る。Furthermore, the end faces of the pins are only exposed outside the columns, while the end faces of the joining plate and the pins are slightly exposed outside the barrel difference, so that the appearance is good. Therefore, it is possible to provide an excellent design, especially in a building having a structure in which this connection portion is exposed.
【0024】加えて、金物が外部に突出せず、従来の短
冊金物や羽子板ボルトなどと異なって、床、天井、耐力
壁のブレースの妨げとなることがないという効果が得ら
れる。In addition, the hardware does not project to the outside, and unlike the conventional strip hardware and the battledore bolt, it does not hinder the brace of the floor, ceiling and bearing wall.
【図1】この発明の実施例を示す柱と胴差の接合部分の
分解斜視図である。FIG. 1 is an exploded perspective view of a joint portion between a column and a body difference showing an embodiment of the present invention.
【図2】同じく接合状態の側面図である。FIG. 2 is a side view of the same joined state.
【図3】同じく接合状態の横断平面図である。FIG. 3 is a cross-sectional plan view of the same joined state.
【図4】図2のAーA線断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 2;
【図5】図2のB−B線断面図である。FIG. 5 is a sectional view taken along line BB of FIG. 2;
【図6】この発明の別の実施例を示す接合部分の分解斜
視図である。FIG. 6 is an exploded perspective view of a joint portion showing another embodiment of the present invention.
【図7】在来工法における柱と梁との仕口部分の構造を
示す斜視図である。FIG. 7 is a perspective view showing a structure of a joint portion between a column and a beam in the conventional method.
【図8】プレカット加工によって加工された梁の仕口部
分の構造を示す斜視図である。FIG. 8 is a perspective view showing a structure of a joint portion of a beam processed by precut processing.
(1)接合金物 (2)連結部材 (3)接合プレート (4)ピン挿入穴 (5)ピン挿入穴 (6)ピン挿入穴 (8)柱 (9)柱 (11)ピン挿入穴 (13)胴差 (15)スリット (16)ピン挿入穴 (17)ドリフトピン (18)ドリフトピン (20)カバー (1) Joining hardware (2) Connecting member (3) Joining plate (4) Pin insertion hole (5) Pin insertion hole (6) Pin insertion hole (8) Pillar (9) Pillar (11) Pin insertion hole (13) Body difference (15) Slit (16) Pin insertion hole (17) Drift pin (18) Drift pin (20) Cover
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成8年1月11日[Submission date] January 11, 1996
【手続補正1】[Procedure amendment 1]
【補正対象書類名】図面[Document name to be amended] Drawing
【補正対象項目名】全図[Correction target item name] All figures
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【図2】 [Fig. 2]
【図3】 [Figure 3]
【図1】 FIG.
【図4】 FIG. 4
【図5】 [Figure 5]
【図6】 FIG. 6
【図7】 FIG. 7
【図8】 [Figure 8]
Claims (8)
れ、柱側面からその連結部を貫通して挿入されたピン部
材でそれら連結部と柱とが一体に接合されるとともに、
連結部より側方に突出した垂直な接合プレートが胴差端
面のスリットへ挿入されて、その胴差の側面よりこのプ
レートを貫通して挿入されたピン部材で、それら接合プ
レートと胴差とが一体に接合されてなることを特徴とす
る木造軸組における柱・胴差の接合構造。1. A connecting portion of a joint metal fitting is inserted into an upper end surface of a pillar, and the connecting portion and the pillar are integrally joined by a pin member inserted through the connecting portion from a side surface of the pillar.
A vertical joining plate protruding laterally from the connecting portion is inserted into the slit of the barrel difference end face, and a pin member is inserted through the plate from the side face of the barrel difference. A joint structure of columns and barrels in a wooden frame, which is characterized by being joined together.
の木造軸組における柱・胴差の接合構造。2. The connecting member is a rod-shaped member such as round steel.
Joint structure of columns and barrels in wooden frames.
の端面間より外方に突出するとともに、この接合プレー
トを挿入した胴差端部が同じく柱の端面間に挿入されて
なることを特徴とする請求項1の木造軸組における柱・
胴差の接合構造。3. The joint plate protrudes outward from between the end faces of a pair of vertically opposed columns, and the body end portion into which the joint plate is inserted is also inserted between the end faces of the columns. The pillar in the wooden frame of claim 1
Body joint structure.
としされて、互いに直角な方向の胴差同士が干渉するこ
となく前記柱端面間へ挿入されるとともに、胴差の挿入
されていない空間部にカバーを取り付けてなることを特
徴とする請求項3の木造軸組における柱・胴差の接合構
造。4. The left and right corners of the tip of the barrel difference are cut off at 45 degrees so that the barrel differences in directions perpendicular to each other can be inserted between the column end surfaces without interference and the barrel difference can be inserted. The joint structure for a pillar and a body difference in a wooden frame structure according to claim 3, wherein a cover is attached to the empty space.
て、胴差へ挿入される一部のピン部材がこの切欠部へ上
方から挿入されていることを特徴とする請求項1から4
の何れかの木造軸組における柱・胴差の接合構造。5. A cutout is formed at the upper end of the joining plate, and a part of the pin member to be inserted into the body gap is inserted into the cutout from above.
The joint structure of columns and barrels in any of the wooden frames.
連結部より突出して胴差の端部へ挿入される接合プレー
トとからなり、連結部には、柱側面より挿入されたピン
部材が貫通する挿入穴が形成され、接合プレートには、
胴差側面より挿入されるピン部材が貫通する挿入穴が形
成されていることを特徴とする木造軸組の柱・胴差の接
合金物。6. A pin inserted from the side surface of the column, comprising a coupling part inserted into the upper end face of the column, and a joint plate protruding from the coupling part and inserted into the end of the body difference. An insertion hole through which the member penetrates is formed, and the joining plate is
A column-cylinder-difference metal fitting of a wooden framework, characterized in that an insertion hole is formed through which a pin member inserted from the side surface of the cylinder-difference is formed.
の木造軸組の柱・胴差の接合金物。7. The connecting member is a rod-shaped member such as round steel.
A wooden frame pillar / body joint metal fitting.
の接合プレートの上端に形成されたスリット若しくは切
欠部である請求項6又は7の木造軸組の柱・胴差の接合
金物。8. The column / body difference joint metal fitting of a wooden frame assembly according to claim 6, wherein a part of the insertion hole of the joint plate is a slit or a notch formed at an upper end of the joint plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7167698A JPH0913502A (en) | 1995-07-03 | 1995-07-03 | Column-girth joint construction in wooden frame and joint metal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7167698A JPH0913502A (en) | 1995-07-03 | 1995-07-03 | Column-girth joint construction in wooden frame and joint metal |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0913502A true JPH0913502A (en) | 1997-01-14 |
Family
ID=15854570
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7167698A Pending JPH0913502A (en) | 1995-07-03 | 1995-07-03 | Column-girth joint construction in wooden frame and joint metal |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0913502A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009114775A (en) * | 2007-11-08 | 2009-05-28 | Misawa Homes Co Ltd | Joining structure of building wood |
JP2017020222A (en) * | 2015-07-09 | 2017-01-26 | 住友林業株式会社 | Column-base part/column-head part joining structure |
KR102302428B1 (en) * | 2020-12-01 | 2021-09-16 | 휴인 주식회사 | Module unit of modular building |
-
1995
- 1995-07-03 JP JP7167698A patent/JPH0913502A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009114775A (en) * | 2007-11-08 | 2009-05-28 | Misawa Homes Co Ltd | Joining structure of building wood |
JP2017020222A (en) * | 2015-07-09 | 2017-01-26 | 住友林業株式会社 | Column-base part/column-head part joining structure |
KR102302428B1 (en) * | 2020-12-01 | 2021-09-16 | 휴인 주식회사 | Module unit of modular building |
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